Document:

Exhibit 10.8

 

Amendment No. 1 to Agreement

Between Owner and Construction Manager

(the “GMP PRESENTATION”)

 

Pursuant to Paragraph 2.2 of
the Agreement, dated September 1, 2001 between Wheeling Island
Gaming, Inc (Owner) and Louis P. Ciminelli Construction Company
Inc (Construction
Manager), for Wheeling Downs Gaming Facility Project  (the
Project), the Owner and Construction Manager establish a Guaranteed
Maximum Price and Contract Time for the Work as set forth below.

 

ARTICLE I

GUARANTEED MAXIMUM PRICE

 

The Construction Manager’s
Guaranteed Maximum Price for the Work, including the estimated Cost of the Work
as defined in Article 6 and the Construction Manager’s Fee as defined in
Article 5, is a Total Price of Forty Two Million Nine Hundred Thirteen
Thousand Eight Hundred Thirty Four Dollars ($42,913,834) (the
“GMP”).

 

This Price is for the
performance of the Work in accordance with the Contract Documents listed and
attached to this Amendment and marked Exhibits A through F, as follows:

 

Exhibit A                                               Drawings,
Specifications, addenda and General, Supplementary and other Conditions of the
Contract on which the Guaranteed Maximum Price is based, pages through dated
See attached GMP Estimate Document Log dated March 15 2002; eleven (11)
pages which lists all Drawings and Specifications.

 

Exhibit B                                                 Allowance
items, pages through dated  See attached Exhibit B dated March 15,
2002; One (1) Page. THESE ARE ALL OF THE ALLOWANCES FOR THE PROJECT.

 

Exhibit C                                                 Assumptions
and clarifications made in preparing the Guaranteed Maximum Price, pages    through   
, dated

1)  See attached Louis A.
Ciminelli, “Assumptions, clarifications, qualifications and exclusions” Pages 1
through 6.

2)  See attached Louis P.
Ciminelli, Phase II GMP Estimate document dated March 15, 2002, and reissued
4/25/2002 and again on 6/28/2002.

3)  See attached “GMP Estimate
Review Meeting Minutes” ten (10) pages; Day 1 dated March 12 2002; Day 2 dated
March 13, 2002.

 

Exhibit D                                                Completion
schedule, pages    through   , dated  See attached GMP Planning
Schedule with a data date of March 15, 2002.

 

Exhibit E                                                  Alternate
prices, pages    through   , dated  See attached Exhibit E dated
March 15, 2002; one (1) page.

 

Exhibit F                                                  Unit
prices, pages    through    , dated  Unit prices: NONE

 

ARTICLE II

CONTRACT TIME

 

© 1991 - THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C.
20006-5292. AIA DOCUMENT AIA 121/CMC AND AGC DOCUMENT 565 - OWNER-CONSTRUCTION
MANAGER AGREEMENT - 1991 EDITION - AIA® - AGC - © 1991 - THE ASSOCIATED GENERAL
CONTRACTORS OF AMERICA, 1957 E STREET, N.W., WASHINGTON, D.C., 20006-5209.
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to
legal prosecution. This document was electronically produced with permission of
the AIA and can be reproduced in accordance with your license without violation
until the date of expiration as noted below, expiration as noted below. User
Document: A121CMISLANDGAMING.AIA — 8/2/2002. AIA License Number 1000900, which
expires on 7/31/2003.

 

Electronic Format A121/CMc-1991

 

 

The date of Substantial
Completion established by this Amendment is: Grand Opening to be on 7/1/2003
as illustrated in the GMP Planning Schedule dated 3/15/2002.

 

	
  OWNER

  	
  CONSTRUCTION
  MANAGER

  
	
   

  	
   

  	
   

  
	
  BY:

  	
  WHEELING
  INSLAND GAMING, INC.

  	
   

  	
  BY:

  	
   LOUIS P. CIMINELLI CONSTRUCTION, INC .

  
	
   

  	
  /s/ Michael
  Corbin

  	
   

  	
   

  	
  /s/ Steve
  Roelius

  
	
   

  	
   

  	
   

  
	
  DATE

  	
  9/26/02

  	
   

  	
  DATE

  	
  9/24/02

  
	
   

  	
   

  	
   

  
	
  ATTEST

  	
  /s/ Annette M. Balon

  	
   

  	
  ATTEST

  	
  /s/ [ILLEGIBLE]

  	
   

  
											

 

 

 

 

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

 

[LOGO]

EXHIBIT A

 

GMP Estimate Document Log

 

 

 

EXHIBIT A

TO THE AGREEMENT BETWEEN WHEELING

ISLAND GAMING INC AND

LOUIS P CIMINELLI CONSTRUCTION CO INC

Date of Amendment 3/15/02

 

	
   

  	
   

  	
   

  	
   

  	
  ISSUED TO
  LISTING: 

  
	
  ISSUED BY LEGEND

  	
   

  	
  Wheeling Downs Gaming Complex

  	
   

  	
   

  
	
  FC=FOR CONSTRUCTION

  	
   

  	
  L.P. CIMINELLI JOB NO. 01-02-0?31

  	
   

  	
  1

  	
  LPC - Main
  Office

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  2

  	
  LPC - On
  Site

  	
   

  
	
   

  	
   

  	
  GMP ESTIMATE DOCUMENT LOG

  	
   

  	
  3

  	
  JCJ

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  4

  	
  M/E
  Engineering

  	
  [LOGO]

  
	
   

  	
   

  	
   

  	
   

  	
  5

  	
  Delaware
  North

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  6

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  7

  	
   

  	
   

  
	
  Last Updated
  :      03/15/02

  	
   

  	
   

  	
   

  	
  8

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  9

  	
   

  	
   

  

 

	
  SPEC/ DWG
  NO.

  	
   

  	
  Original Rev. No.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING TITLE

  	
   

  	
  DATE ISSUED

  	
   

  	
  DATE REC LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev

  Date

  	
   

  
	
  01020

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Allowances

  	
   

  	
  2/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  01026

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Unit Prices

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  01030

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Alternates

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02070

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Selective Demolition

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02080

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Piped Utilities - Basic
  Materials & Methods

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02221

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Demolition

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02230

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Clearing

  	
   

  	
  1/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02300

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Earthwork

  	
   

  	
  1/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02370

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Drilled Shaft Foundations

  	
   

  	
  1/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02380

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Augured Cast-In-Place Piles

  	
   

  	
  1/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02459

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Timber Piles

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02510

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Water Distribution

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02530

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Sanitary Sewage

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02553

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Natural Gas Distribution

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02582

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lighting Poles &
  Standards

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02630

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Storm Drainage

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02741

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hot-Mix Asphalt Paving

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02751

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cement Concrete Pavement

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02764

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Pavement Joint Sealants

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02768

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stamped Cement Concrete
  Pavement

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02821

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Chain-Link Fences and Gates

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/15/2002

  	
   

  	
  02/21/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  02920

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lawns & Grasses

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  03300

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cast-In-Place Concrete

  	
   

  	
  2/4/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  03412

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Precast Concrete Deck

  	
   

  	
  2/4/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  03542

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cement-Based Underlayment

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  03545

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cement-Based Pigmented
  Topping

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  04810

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Unit Masonry

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05030

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Galvanizing & Metal
  Coatings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05100

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Structural Steel

  	
   

  	
  2/4/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05200

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Steel Joints

  	
   

  	
  2/4/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05300

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Deck

  	
   

  	
  02/04/2002

  	
   

  	
  02/28/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 1
of 11

 

 

	
  SPEC/ DWG
  NO.

  	
   

  	
  Original Rev. No.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING TITLE

  	
   

  	
  DATE ISSUED

  	
   

  	
  DATE REC LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev

  Date

  	
   

  
	
  05410

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cold-Formed Metal Framing

  	
   

  	
  2/15/2002

  	
   

  	
  2/16/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05500

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Fabrications

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05511

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Stairs

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05521

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Pipe & Tube Railings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05720

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Ornamental Handrails &
  Railings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05610

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Expansion Joint Cover
  Assemblies

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  06105

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Rough Carpentry

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  06402

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Architectural
  Woodwork

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/27/2002

  	
   

  	
  02/28/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  06404

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Theming Woodwork

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/27/2002

  	
   

  	
  02/28/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07111

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Composite Sheet
  Waterproofing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07131

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Self-Adhering Sheet
  Waterproofing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07160

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Bituminous Damproofing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07165

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Bituminous Sheet Vapor
  Barrier

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07210

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Insulation

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07241

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Insulation &
  Finish Systems - Class PB

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07311

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Asphalt Shingles

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07313

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Shingles

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07320

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Tiles

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07411

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Roof Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07412

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Corrugated Metal Roof
  Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07413

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Manufactured In-Fill Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07414

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Wall Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07460

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wood Siding

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07531

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  EPDM Single-Ply Membrane
  Roofing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07540

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Thermoplastic Membrane
  Roofing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07620

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Sheet Metal Flashing &
  Trim

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07710

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Manufactured Roofing
  Specialties

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07720

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Accessories

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07811

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Sprayed Fire Resistive
  Materials

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07841

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Through Penetration
  Firestop Systems

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07842

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fire Resistant Joint
  Systems

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  07920

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Sealants

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08110

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Metal Doors & Frames

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08211

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wood Doors & Frames

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08212

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stile & Rail Wood Doors

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08305

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Access Doors

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08331

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Overhead Coiling Doors

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08334

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Overhead Coiling Grilles

  	
   

  	
  2/7/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08361

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Overhead Sectional Doors

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08410

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Aluminum Entrances &
  Storefronts

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08462

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Swinging Automatic Entrance
  Doors

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08520

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Aluminum Windows

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08620

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Unit Skylights

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08800

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Glazing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08814

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Mirrored Glass

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  08840

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Plastic Glazing

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09000

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Room Finish Schedule

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09212

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Spray-On Acoustical/Thermal
  Treatment

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09215

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gypsum Veneer Plaster

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09255

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gypsum Board Assemblies

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09265

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gypsum Board Shaft-Wall
  Assemblies

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 2
of 11

 

 

	
  SPEC/ DWG
  NO.

  	
   

  	
  Original Rev. No.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING TITLE

  	
   

  	
  DATE ISSUED

  	
   

  	
  DATE REC LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev

  Date

  	
   

  
	
  09271

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Glass-Reinforced Gypsum
  Fabrications

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09310

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Ceramic Tile

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09511

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Acoustical Panel Ceilings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09640

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wood Stage Flooring

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09642

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wood Flooring

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09651

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Resilient File Flooring

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09653

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Resilient Wall Base &
  Accessories

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09671

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Resinous Flooring

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09680

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Carpet

  	
   

  	
  2/16/2002

  	
   

  	
  2/18/2002

  	
   

  	
  use Allowance in TS 01020
  per RFI #1

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09681

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Carpet Tile

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09771

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Acoustical Wall Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09900

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Paint

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09950

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Vinyl Wall Coverings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  09986

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fiberglass Reinforced
  Panels

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10100

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Visual Display Boards

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10155

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Toilet Partitions

  	
   

  	
  2/19/2002

  	
   

  	
  2/20/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10200

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Louvers & Vents

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10270

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Access Flooring

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10520

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fire-Protection Specialties

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10530

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Awnings

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10605

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wire Mesh Partitions

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10651

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Operable Panel Partitions

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10800

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Toilet Room Accessories

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10805

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Guest Room Toilet &
  Bath Accessories

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11051

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Miscellaneous Equipment

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11063

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stage Curtains

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11065

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stage Rigging

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11132

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Projection Screens

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11160

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Loading Dock Equipment

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11400

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Service Equipment

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11452

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Residential Appliances

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12496

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Window Treatment Hardware

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12511

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Horizontal Louver Blinds

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12690

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Floor Mats and Frames

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  14210

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Traction Elevators

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  14240

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hydraulic Elevators

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  14310

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Escalators

  	
   

  	
  2/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16010

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Basic Mechanical &
  Electrical Requirements

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A015/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B016/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16015

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Excavation & Blackfill

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A018

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Motors

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A019

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Wiring

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A060

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Piping Systems &
  Accessories

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A100

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Valves

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A120

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Expansion Compensators, Exp
  [ILLEGIBLE] & Flexible Connectors

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A130

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gauges & Thermometers

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A160

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Pumps

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
																									

 

 

Page 3
of 11

 

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  15A190

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Mechanical Identification

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A240

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Vibration Isolation of
  Mechanical Systems

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A250

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Insulation

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A515

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Water System Specialties

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A545, 1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Water Treatment for Cooling
  Tower

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A555, 7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hot Water Boilers &
  Accessories (Scotch Marine Firetube Type)

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A680, 2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Centrifugal Water Chillers

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A710, 3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Cooling Towers (Blow Thru)

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A731

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Heat Tracing

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A831

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gravity Healing Equipment
  (Hydronic)

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A832

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Unit Heaters & Cabinet
  Unit Heaters (Hydronic & Electric)

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A845

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Heat Recovery Unit

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A850

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Air Handling Units (Indoor
  & Penthouse)

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A860

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fans

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A885

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Air Filters &
  Accessories

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A890

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Sheet Metal & Ductwork
  Accessories Construction

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A895

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Curbs

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A911

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fire & Smoke Dampers

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A920

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Duct Silencers

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A930

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Variable Volume Terminal
  Units

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A940

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Registers & Diffusers

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A972,1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Control System

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A990

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Adjusting & Balancing

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16010

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Basic Mechanical &
  Electrical Requirements

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A015/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B016/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16015

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Excavation & Backfill

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B019

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Wiring

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B060

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Piping Systems &
  Accessories

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B070

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Underground Piping

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B100

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Valves

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B160

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Pumps

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B190

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Plumbing Identification

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B250

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Insulation

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B300

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fire Protection Pump
  Systems

  	
   

  	
  02/18/2002

  	
   

  	
  02/19/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B320

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Combined Fire Sprinkler
  & Standpipe Systems

  	
   

  	
  02/18/2002

  	
   

  	
  02/19/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B340

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  FM-200 Fire Suppression
  System

  	
   

  	
  02/18/2002

  	
   

  	
  02/19/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B410

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Water Supply

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B411

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Waste Water Systems

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B440

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Plumbing Fixtures &
  Trim

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B440-SUP

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Supplement to Fixture
  Schedule

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B450

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Equipment

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B458

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Water Heaters

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B482

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Natural Gas Systems

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16000

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Special Specifications for
  the WD 15Kv High Voltage W%

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 4
of 11

 

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  15B010/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16010

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Basic Mechanical &
  Electrical Requirements

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A015/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15B018/

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16015

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Excavation & Backfill

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16050

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Basic Electrical Materials
  & Methods

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16060

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Grounding & Bonding

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16075

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electrical Identification

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16100

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Basic Materials &
  Methods

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16120

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Conductors & Cables

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16130

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Raceways & Boxes

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16140

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wiring Devices

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16269

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Transient Voltage
  Suppression

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16341

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  UPS System

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16362

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Medium Voltage, Load Break,
  Interrupter Switchgear

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16400

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electrical Distribution

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16419

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fused Power Circuit Devices

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16420

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Enclosed Controllers

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16420

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Service

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16427

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Unit Substation, Single
  Ended

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16442

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Panelboards

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16450

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Grounding

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16491

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Fuses

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16500

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lighting

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16521

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Lighting

  	
   

  	
  8/23/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16580

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Theatrical Lighting &
  Stage Dimming

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16620

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Power Generation

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16700

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Communications, General

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16722

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Point Addressable Fire
  Alarm System

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16761

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Telephone/Data Distribution
  Cable Plant

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16770

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Public Address (PA) System
  - Sound Reinforcement

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16771

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Public Address (PA) Sound
  System - Sound Reinforcement - Showroom

  	
   

  	
  2/18/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  -

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Appendix "A" -
  Product Cut Sheets

  	
   

  	
  -

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  -

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Appendix "B" -
  Photos

  	
   

  	
  -

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  -

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Coversheet

  	
   

  	
  -

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Information, Symbols &
  Code Summary

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  List of Drawings

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Emission Control Plan-Part
  2

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Grading Plan-Part 2

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Paving Detail-Part 2

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Striping Plan-Part 2

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Drainage Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 10.6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Concrete Slab

  	
   

  	
  02/15/2002

  	
   

  	
  02/25/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 30.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Power

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C 30.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Lighting

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Z1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Site Grading

  	
   

  	
  None

  	
   

  	
  02/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor Foundation Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area
  1-Foundation Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area
  2-Foundation Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area
  3-Foundation Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 5
of 11

 

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  S 1.0.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area
  4-Foundation Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Framing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area 1-Framing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area 2-Framing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area 3-Framing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor-Area 4-Framing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Framing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Floor Roof Framing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Floor-Area 1

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Floor-Area 2

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.3.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Floor-Area 3

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.3.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Floor-Area 4

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.4.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Second Floor-Area 1

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.5.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Third Floor

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.6.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fourth Floor

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.7.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 1.8.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Foundation Detail

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Foundation Detail

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.2a

  	
   

  	
  1

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Foundation Details

  	
   

  	
  02/15/2002

  	
   

  	
  02/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Floor Framing Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.4

  	
   

  	
  1

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Floor Framing Details

  	
   

  	
  02/15/2002

  	
   

  	
  02/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.8

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.9

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.10

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.11

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.12

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Truss Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S 2.13

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Column Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
  2

  	
   

  	
  03/08/2002

  	
   

  	
  03/12/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Fire Separation

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Fire Separation

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.2.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper & Hotel Level
  Fire Separation

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower, Main & Roof
  Fireproofing Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.4.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper & Hotel Level
  Fireproofing

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.5.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Slab Depression
  Coordination Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 01.5.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Slab Depression
  Coordination Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Overall Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 1 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 2 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 3 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.0.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 4 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Overall Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 1 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 2 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 3 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 4 Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Overall Floor
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Area 1 & 2
  Floor Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 1st & 3rd, 2nd
  & 4th Floor Orientation Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 1st & 3rd, 2nd
  & 4th Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 6
of 11

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  A 2.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 2nd & 4th Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 5th Floor Orientation
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.4.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 5th Floor Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 2.5.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Overall Roof Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 3.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Enlarged
  Floor Plans, Room Types A1, A2, A3, A4, C1, C2, C3, C4

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 3.4.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Enlarged
  Floor Plans, Room Types D1, D2, E1, E2, A2A, A3A, A2H, A3H, A2C

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 3.4.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Enlarged Plan,
  Corridors / Elevator Lobby

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Overall
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 1
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 2
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 3
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.0.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Area 4
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Overall
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 1 Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 2 Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 3 Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Area 4 Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 1st & 3rd, 2nd
  & 4th Floor Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Rooms Enlarged
  RCP, Room Types A1, A2, A3, A4, C1, C2, C3, C4

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Rooms Enlarged
  RCP, Room Types D1, D2, E1, E1A, A2A, A3A, A2H, A3H, A2C

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 5th Floor Reflected
  Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 4.4.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Corridor and Lobby
  Reflected Ceiling Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Overall Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Partial Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Partial Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Partial Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Partial Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 5.0.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Partial Exterior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Building Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Wall Sections @
  Casino

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Wall Sections @
  Casino

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.2.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Wall Sections @
  Showroom

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.2.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Wall Sections @
  Casino

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair #1, 2, & 11 Plans
  & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.4.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair #5 & Elevator #4
  Plans & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.4.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair #7 & Elevator #2
  & #3 Plans & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.4.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair #9 & #10 Plans
  & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 6.4.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair #4, #5 & Ramps
  Plans & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lobby Interior Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.3.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

Page 7
of 11

 

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  A 7.3.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 7.3.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Guest Room Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 8.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Wall Type Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 8.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Door & Frame Elevation
  Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 8.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Door & Window Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 8.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Window, Storefront
  & Louver Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Column Enclosure
  Details - Lower Level

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Column Enclosure
  Details @ Lower & Main Lvl

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Column Enclosure
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Column Enclosure
  Details @ Main & Upper Lvl

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Column Enclosure
  Details @ Hotel

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  EIFS Details

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.5.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Column Enclosure
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.5.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Horizontal Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.7.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Ceiling Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 9.9.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Stair & Handrail
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 10.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel 1st & 3rd, 2nd
  & 4th Floor Overall Furniture & Equipment Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 10.4.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hole 5th Floor Overall
  Furniture & Equipment Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 10.5.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Enlarged Toilet Room Finish
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 10.00

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Furniture &
  Equipment Plan

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  delete
  per RFI #1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A 10.10

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Overall
  Furniture & Equipment Plan

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  delete
  per RFI #1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Front Desk Plan,
  Section  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Floor Plan &
  Plan Above Bar

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Elevations,
  Sections & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Cage Plan,
  Elevations & Sections

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Gaming Floor Fixtures -
  Plans, Sections, Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Elevations of Showroom
  (Ext) and Food Court

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Elevations of Restaurants,
  Retail & Hotel Desk

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Entry & Bar
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-8

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Schematic Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-9

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Schematic Meeting Rooms
  Interior Elevations/Reflected Ceiling Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-10

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Column Enclosure Details,
  Rope Railings @ Casino Perimeter

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-11

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Showroom Interior
  Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-12

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Construction Sections
  Through Showroom, Fast Food Restaurants, Hotel Registration

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-13

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Finish Flooring
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-14

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Misc Interior Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-15

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  EIFS Details

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  see
  Dwg A 9.4.0 per RFI #3

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-16

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Exterior Window Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-17

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-17.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Roof Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-18

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Floor Plan Restaurants

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-19

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  RCP Restaurants

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-20

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Elevations
  Restaurants

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-21

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Interior Elevations
  Restaurants

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-22

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Retail, Players Lounge -
  Floor/Ceiling Plans

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GMP-23

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lobby Interior Elevations,
  Feature

  	
   

  	
  11/16/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

Page 8 of 11

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  H 2.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-HVAC
  Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  1-HVAC Duct & Piping

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  2-HVAC Duct & Piping

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  3-HVAC Duct & Piping

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  4-HVAC Duct & Piping

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  None

  	
   

  	
  None

  	
   

  	
  03/04/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Mechanical Equipment
  Room-HVAC Piping Plan

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Mechanical Equipment
  Room-HVAC Ductwork Plan

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Floor Plan-HVAC
  Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Second Floor
  Plan-HVAC Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Third Floor Plan-HVAC
  Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.3.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fourth Floor Plan-HVAC
  Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 2.3.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor Plan-HVAC
  Ductwork

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 5.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  HVAC Flow & Control
  Schematic

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 5.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  HVAC Details

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 5.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  HVAC Details

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H 8.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  HVAC Schedule

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor
  Plan-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  1-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  2-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  3-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  4-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor
  Plan-Kitchen Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Floor
  Plan-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First & Second
  Floor Plan-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Third & Fourth
  Floor Plan-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 2.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor
  Plan-Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P 5.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Details - Plumbing

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  1-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  2-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.0.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  3-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.0.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor Plan-Area
  4-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  1-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  2-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  3-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  4-Fire Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Floor Plan-Fire
  Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Third Second
  & Fourth Floor Plan-Fire Prot

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP 2.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor Plan-Fire
  Protection

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 001

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electrical Symbol List

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 002

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Electrical Site Plan -
  Lighting

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.0.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Lower Level Floor
  Plan-Lighting Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  1-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  2-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  3-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  4-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  1-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  2-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  3-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  4-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.1.8

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Main Level Floor Plan-Area
  4-Gaming Power

  	
   

  	
  09/05/2001

  	
   

  	
  02/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.2.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Floor
  Plan-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

Page 9 of 11

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  E 2.2.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Upper Level Floor
  Plan-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.3.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Third Second
  & Fourth Floor Plan-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor
  Plan-Lighting

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel First Third Second
  & Fourth Floor Plan-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.3.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Fifth Floor
  Plan-Power & Sys

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.3.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Enlarged Guest Room
  Plans

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.4.0

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Roof/Site Plan Lighting

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.0

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Electrical Details

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.1

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Electrical Details

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Single Line Diagram

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Hotel Single Line Diagram

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Single Line Diagram

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.5.5

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Electrical Details

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.6.0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electrical Panel Board
  Schedule

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  delete
  per RFI #1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.6.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Fixture Schedule

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  E 2.6.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Electric Mechanical
  Equipment Schedule

  	
   

  	
  09/05/2001

  	
   

  	
  2/18/2002

  	
   

  	
  1

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-0

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Level 1 Foodservice Key
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-0.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Garage Level Foodservice
  Key Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Foodservice
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Equipment
  Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Electrical
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Plumbing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Mechanical
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Elevations
  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Elevations
  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Elevations

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-1.8

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Main Kitchen Elevations
  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Banquet Room Foodservice
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-2.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Banquet Room Electrical
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-2.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Banquet Room Plumbing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-2.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Banquet Room Elevations
  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Foodservice Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3.1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Equipment
  Schedule

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  not
  rec'd as of 3/11/02

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Electrical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Plumbing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Elevations &
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-3.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Food Court Elevations &
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Showroom Foodservice Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-4.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Showroom Electrical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-4.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Showroom Plumbing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-4.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Showroom Elevations &
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Foodservice Plan
  & Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-5.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Electrical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-5.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Plumbing Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-5.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Casino Bar Elevations &
  Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-6

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Beverage Pump Room
  Foodservice Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-6.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Beverage Pump Room
  Electrical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-6.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Beverage Pump Room
  Plumbing/Mechanical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-6.4

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Beverage Conduit Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-6.5

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Beverage Pump Elevations
  & Details

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

Page 8
of 11

 

	
  SPEC/ DWG NO.

  	
   

  	
  Original  Rev. NO.

  	
   

  	
  ISSUED BY:

  	
   

  	
  ISSUED TO:

  	
   

  	
  SPEC/DRAWING
  TITLE

  	
   

  	
  DATE
  ISSUED

  	
   

  	
  DATE REC
  LPC

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  	
  Rec’d Date

  	
   

  	
  Rev Number

  	
   

  	
  Rev Date

  	
   

  
	
  K-7

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Loading/Receiving
  Foodservice Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-7.2

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Loading/Receiving
  Electrical Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-7.3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Loading/Receiving Plumbing
  Plan

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  K-7SCH

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Loading/Receiving Equipment
  Schedule

  	
   

  	
  02/15/2002

  	
   

  	
  2/18/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Add #1

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Addendum #1 - Revised
  Electrical Drawing Narrative & Fixture Cutsheets

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Add #1

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Addendum #1 - Lighting Cut
  Sheets for Fine, Casual Dining & Player's Lounge

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Fax Clarif

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Fire Protection
  Clarifications per M/E fax dated 3/5/02 from David Schlant

  	
   

  	
  03/05/2002

  	
   

  	
  03/05/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RFI #2

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  RFI #2 - M/E response to
  Electrical issues per email dated 2/25/02 from Cal Puffer

  	
   

  	
  02/25/2002

  	
   

  	
  02/25/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RFI #3

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  RFI #3 - JCJ responses to
  issues per email dated 03/08/02 from Edgar Date

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RFI #3

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  RFI #3 - M/E responses to
  issues per email dated 03/08/02 from Cal Puffer

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RFI #4

  	
   

  	
  None

  	
   

  	
  5

  	
   

  	
  1

  	
   

  	
  RFI #4 - DNC response to
  communication/security scope requirement issues per email response dated
  3/08/02 from Roy Olsen

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Laundry Info

  	
   

  	
  None

  	
   

  	
  3

  	
   

  	
  1

  	
   

  	
  Laundry Room Alternate
  (Equipment Schedule & Layout) info. Per JCJ email dated 3/08/02 from Edgar
  Date

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Laundry Info

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Laundry Room Alternate
  (Plumbing & Electrical Service) info. Per M/E fax dated 3/08/02 from Cal
  Puffer

  	
   

  	
  03/08/2002

  	
   

  	
  03/08/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  VAV
  Schedule

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  VAV Box Schedule per M/E
  fax dated 2/21/02 from Jennifer Logel

  	
   

  	
  02/21/2002

  	
   

  	
  02/21/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Mech Roof Plan

  	
   

  	
  None

  	
   

  	
  4

  	
   

  	
  1

  	
   

  	
  Roof Plan indicating (4)
  Heat Recovery Units ILO (5) per M/E fax dated 2/27/02 from Cal Puffer

  	
   

  	
  02/27/2002

  	
   

  	
  02/27/2002

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

Page 11 of 11

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

 

[LOGO]

EXHIBIT B

 

Allowance Items

 

 

 

EXHIBIT B TO AMENDMENT NO. 1 TO AGREEMENT BETWEEN

WHEELING ISLAND GAMING, INC AND LOUIS P. CIMINELLI CONSTRUCTION CO. INC

 

ALLOWANCES

 

The GMP includes the
consideration of allowances listed herein. 
The cost of these allowances are defined in Article 3.8 in the AZ01
General Conditions of the Contract and further amended in Ciminelli’s
clarifications listed in Exhibit C, Page 1 of 6.

 

	
  Allowance Number

  	
   

  	
  Allowance

  Amount

  	
   

  	
  Description

  	
   

  	
  Included/Excluded
  in GMP

  
	
  Allowance #1

  	
   

  	
  $

  	
  15/lf

  	
   

  	
  Vinyl Wall
  Covering Types VWC-1, VWC-2, VWC-3

  (See Pg. 16 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #2

  	
   

  	
  $

  	
  28/sy

  	
   

  	
  Carpet/Tile
  per Specification Section 09681

  (See Page 18 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #3

  	
   

  	
  $

  	
  25/sy

  	
   

  	
  Broadloom
  Carpet in the Casino, Back of House and Public Hotel areas. Note:
  Specification Section 09680 was not issued.

  (See Page 18 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #4

  	
   

  	
  $

  	
  32/sy

  	
   

  	
  Broadloom
  carpet at Hotel Guest Rooms. Note Specification Section 09680 was not issued.

  (See Page 18 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #5

  	
   

  	
  $

  	
  300,000

  	
   

  	
  Main
  Entrance Feature Inside the Building. The cost of this is included in the
  overall theming estimate.

  (See Page 18 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #6

  	
   

  	
  $

  	
  17,500

  	
   

  	
  Design Team:
  Rest & Recuperation Trip to Hawai

  	
   

  	
  Excluded
  from GMP

  
	
  Allowance #7

  	
   

  	
  $

  	
  205,000

  	
   

  	
  Office
  “fit-out” at Mezzanine. NOTE that this was changed from an allowance of
  $25/sf to a lump sum allowance, which includes the cost of the floor
  finishes.

  (See Page 23 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #8

  	
   

  	
  Per description

  	
   

  	
   

  	
  $450/dr (non
  hotel) for F & I door hardware

  $750/dr (hotel) for F & I door hardware

  (See Page 5 of 23 of Estimate)

  	
   

  	
  Included in
  GMP Included in GMP

  
									

 

In addition to allowance No. 1
through No. 8 as listed in the Project Manual dated 2/15/02, the following
allowances were added during the GMP negotiations. These allowances were assigned
numbers 9 through 14 and are described below.

 

	
  Allowance #9

  	
   

  	
  $

  	
  90,000

  	
   

  	
  Temporary
  Heat-Fuel Cost

  (See Page 4 of 5 of LPC General Conditions)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #10

  	
   

  	
  $

  	
  100,000

  	
   

  	
  Build out
  the new computer/surveillance rooms inside the existing buildings.

  (See Page 23 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #11

  	
   

  	
  $

  	
  200,000

  	
   

  	
  Exterior
  site feature in front of the Porte Coshere. The cost of this is included in
  the overall site estimate. Item #12A below.

  (See Page 19 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #12A

  	
   

  	
  $

  	
  2,564,654

  	
   

  	
  Sitework
  includes storm drainage units, sidewalks asphalt paving, topsoil, and seeding
  as marked up by Ciminelli on Dwg. C10.4 dated 2/15/02 with no revisions, C1.4
  dated 9/12/01 with revision #5 dated 10/18/01, and C10.5 dated 2/15/02 with
  no revision.

  (See Page 19 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #12B

  	
   

  	
  $

  	
  511,585

  	
   

  	
  Site
  electrical includes only those lights as marked up by Ciminelli on Dwg. C30.2
  dated 2/15/02 with no revisions noted.

  (See Page 22 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #13

  	
   

  	
  $

  	
  50,000

  	
   

  	
  New
  Vestibule and Entrance to the Fairgrounds Bldg

  (See Page 9 of 23 of Estimate)

  	
   

  	
  Included in
  GMP

  
	
  Allowance #14

  	
   

  	
  $

  	
  500,000

  	
   

  	
  Renovate the
  Existing Casino and Buffet area.

  	
   

  	
  Excluded
  from GMP

  

 

Page 1 of 1

 

WHEELING DOWNS

GAMING & ENTERTAINMENT FACILITY

EXPANSION PHASE II

 

WHEELING DOWNS RACING ASSOCIATION,

INC.

 

ONE SOUTH STONE STREET    
WHEELING, WEST VIRGINIA

 

[GRAPHIC]

 

 

 

WHEELING DOWNS

GAMING & ENTERTAINMENT FACILITY

EXPANSION PHASE II

 

WHEELING DOWNS RACING ASSOCIATION,

INC.

 

ONE SOUTH STONE STREET    
WHEELING, WEST VIRGINIA

 

 

[GRAPHIC]

 

 

 

WHEELING DOWNS

GAMING & ENTERTAINMENT FACILITY

EXPANSION PHASE III

 

WHEELING DOWNS RACING ASSOCIATION, INC.

 

ONE SOUTH STONE STREET    
WHEELING, WEST VIRGINIA

 

 

[GRAPHIC]

 

 

 

WHEELING DOWNS

GAMING & ENTERTAINMENT FACILITY

EXPANSION PHASE III

 

WHEELING DOWNS RACING ASSOCIATION, INC.

 

ONE SOUTH STONE STREET    
WHEELING, WEST VIRGINIA

 

 

[GRAPHIC]

 

 

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

 

[LOGO]

EXHIBIT C

 

Assumptions & Clarification

 

 

 

EXHIBIT C

TO THE AGREEMENT BETWEEN 

WHEELING ISLAND GAMING, INC. AND

LOUIS P. CIMINELLI CONSTRUCTION CO., INC.

 

ASSUMPTIONS, CLARIFICATIONS, QUALIFICATIONS,
EXCLUSIONS

 

General:

 

•                                          GMP
Estimate is based upon Drawings and Specifications dated & issued 2/15/02

•                                          Estimate
assumes construction to start in March of 2002, with a July 1, 2003, Grand
Opening

•                                          Estimate
is based upon Union Wages following the current PLA which expires 12/31/02;
provided, however, a Union Wage increase shall not be considered a scope change
nor shall it be justification to exceed the GMP.

•                                          GMP
is based upon auger cast piles in lieu of drilled caissons for all deep
foundations

•                                          The
date of the formal notice to proceed is March 15, 2002

•                                          The
GMP includes the cost of a $10 Million performance and payment bond provided by
Louis P. Ciminelli Construction Co.

•                                          The
GMP includes the cost of the 1.56% B&O Tax on Ciminelli’s total billable
cost to Wheeling Island Gaming, Inc.

•                                          Refer
to the Agreement, paragraph 2.3.2.5; the GMP is conditioned upon the schedule
in Amendment 1, Exhibit D attached.

 

•                                          Refer
to the Agreement, paragraph 6.1.1, the term “Cost of the Work” shall include
everything as stated in Article 6, plus the value of the Owner’s contracts
written for the performance of the Work which are already included in the GMP
and those upon which Constructor and Owner hereafter mutually agree will be
included in the “Cost of the Work”, and the cost of the installation of the
Owner’s FF&E, but it excludes the cost of the FF&E itself.

 

•                                          Refer
to the General Conditions of the Contract for Construction, Article 3.8
allowances, allowances shall also cover the cost of labor to install and or
perform work identified as an allowance. 
The cost of the material is defined as the cost of the gross quantity
ordered and not the net quantity installed.

 

•                                          Refer
to the General Conditions of the Contract for Construction, paragraph 3.13.1,
add the following new sentence to the end of the paragraph.  Owner will be liable for unforeseen
conditions including but not limited to soils and subsurface conditions,
obstructions and hazardous materials, over and above the contingency included
within the GMP for removal of obstructions in the amount of $15,000.00.

 

•                                          Refer
to the General Conditions of the Contract for Construction, paragraph 8.3.1,
sixth line, after the words “Contract Time”. Insert “and Contract Sum”.

 

•                                          Refer
to the General Conditions of the Contract for Construction, paragraph 13.2.1,
agreement to execute all consents, certificates and other documents required by
lender, is provided there is no unusual default by the Owner at the time of the
assignment, and said consents, certificates and other documents are consistent with
the terms and conditions of this Agreement. 
Any contradiction or conflict between the documents, this Owner and
Construction Manager Agreement prevails.

 

•                                          The
Construction Manager’s contingency within the GMP is for the sole use of the
Construction Manager to complete the scope of work within the GMP.  It is not for the Owner’s use under any
circumstances until the Construction Manager agrees to release

 

Page 9
of 6

 

it in whole or
in part for use by the Owner.  Further,
the Owner agrees to establish a construction contingency to enable the Owner to
increase the amount of the GMP, by change order, for increases in scope,
unforeseen conditions, and other charges for unanticipated matters as required
by the Agreement.

 

//Sitework:

•                                          Site
Estimate includes sidewalks @ the North and East entrances w/ integral curbs

•                                          Includes
extruded curb poured on top of new asphalt pavement @ northeast & northwest
ramps to below grade parking.

•                                          Extruded
curbs are used @ inner ring of traffic circles @ entrances

•                                          Assumed
heavy-duty pavement at south end of island to link Phase I and Phase II
pavements, including adjacent parking

•                                          All
entrance and main circulation roads to be heavy-duty pavement

•                                          All
parking areas are estimated as standard duty pavement

•                                          Delete
ballasts and landscape lighting

 

Casino/Hotel:

•                                          EIF
system budget based upon STO’s “Premier” water managed system.  This is not an equal product to the DRYVIT
“Infinity” DM system as specified. 
(Dryvit System is proprietary.)

•                                          All
carpet materials priced per specified allowances

•                                          All
vinyl wall covering material prices per specified allowance

•                                          The
Porte Cochere is assumed not to require spray fireproofing

•                                          Spray
fireproofing of the garage structure is based upon UL design No. D916 rather
than 709

•                                          Column
spray fireproofing is based upon UL no. P732 rather than D732

•                                          Any
areas where finishes differed from the room finish schedule to the
architectural drawings and GMP drawings; the finishes on the GMP drawings have
been used.

•                                          All
handrails are painted steel with the exception of the lobby stairs &
balconies.

•                                          All
post mounted railings at stairs are assumed to be ballustered railings as
detailed 1/A 9.9.0

•                                          All
brass ornamental railing is included with the millwork when associated with the
millwork.

•                                          The
number and location of stained built-up wood pilasters at meeting rooms have
been assumed.

•                                          Unistrut
system for the security and lighting is included in the electrical cost.

•                                          All
public gang toilets assume plastic laminate countertops w/ backsplash

•                                          Toilet
partitions are assumed as painted metal per spec & not stainless steel per
drawing notes

•                                          Acoustical
ceilings at lower level are as shown on reflected ceiling plans

•                                          All
acoustical ceiling tile systems not labeled per schedule have been assumed to
be AP-4.

•                                          Wall
finishes lobby (A 7.1.0) on wall housing ATM are assumed to match wall finishes
on wall housing coatroom and valet

•                                          All
finishes & millwork at prefunction, corridor, phone area and elevator lobby
are as detailed in GMP-8

•                                          All
finishes & millwork at meetings rooms are as detailed in GMP-9

•                                          All
finishes at showroom are as detailed in GMP-11.  The bar & room configuration as shown on the food service
drawings is not included.

•                                          The
boardwalk area is defined as shown on GMP-13

•                                          All
finishes & millwork at restaurants are as detailed on GMP-18, 19, 20 &
21 w/ the exception of the carpeting which has been budgeted per the specified
carpet allowance.

 

Page 2 of 6

 

•                                          All
finishes & millwork at players lounge and retail are as detailed on GMP-22

•                                          Specification
section 9215 - gypsum veneer plaster, not used

•                                          Resinous
flooring has been used at restaurant bar floor to match casino bar, no floor
was specified

•                                          Windows
at the cage are assumed to be tempered glass in hollow metal frame

•                                          All
solid surface materials assumed to be from standard color pallet

•                                          Access
floor is based upon 2-1/2” SMED Nexus raised flooring system. Furnished &
installed by distributor.

•                                          All
built up floor, stage and ramps are 6” metal stud framing w/ 1-1/2” metal deck
and 3” concrete.

•                                          Showroom
floor elevations (moving from entrance doors to stage): 662’-4”; 661’-2”;
660’-0”; 663’-5”.

•                                          The
showroom A/V room # 133 floor elevation is assumed at 664’-8”

•                                          Floor
slab depressions and associated concrete infills are based upon drawing A
01.5.1 with the exception of the casino bar toilet room which follows drawing
S1.1.4

•                                          Housekeeping
areas at guestroom floors do not include mop sinks or mop & broom holders.

•                                          Include
microwave, refrigerator/ice maker in “Green Room”, exclude dishwasher

•                                          Elevators
and override designs are based upon Kone elevators.

•                                          Passenger
elevator cab finishes as supplied by manufacturer to be painted steel. Finish
of cabs per GMP drawings.

•                                          Service
elevator cab to be stainless steel.

•                                          All
elevator doors & frames are stainless steel.

•                                          Cement
based underlayment Spec Section 03542 is excluded from the scope of work.

•                                          All
quarry file and/or ceramic tile shown in the documents is thin set, not mud
set.

•                                          Include
extending cargo netting up balcony rail - 18 lf

•                                          Use
vinyl siding on back side of tall vertical parapets

•                                          GMP
excludes Spec sections 07413 and 07414

•                                          One
door-leaf in main vestibule will be equipped with power assisted operator

•                                          GMP
excludes Spec Section 10100

•                                          Exclude
Spec Section 10605- wire mesh partitions

•                                          Exclude
hand dryers from Spec Section 10800

•                                          Exclude
coat room system

•                                          The
GMP includes projection screen and platform at bar

•                                          Exclude
parapet hooks from Spec Section 11051

•                                          Include
lock leveler not dock lifts as specified in Spec Section 11160 — Loading dock
equipment

•                                          The
GMP Includes full-height mirrors, shelf and coat rod in dressing rooms.

•                                          GMP
excludes Spec Section 12496 window treatment hardware and Spec Section 12511
Horizontal Louver Blinds

•                                          Delete
solid surface shower liner and substitute ceramic file @ $8/sf

•                                          GMP
excludes waterproof membrane below finish flooring in the bathrooms.

•                                          GMP
rubber stair raising tread: VCT @ corridors, resilient wall base and access @
corridors.

•                                          Delete
requirement for facial tissue holder in guest room toilets.

 

Mechanical:

•                                          Heating
and ventilating unit, HV-1, serving the Hotel, was deleted and ventilation air
for the Hotel rooms will be through the PTAC units.  Also deleted were the requirements for the ventilation ductwork,
duct insulation, fire dampers and supply registers associated with HV-1.

•                                          (10)
- PTAC unit chassis were added as spare/replacements.

•                                          (2)
- 400 ton chillers are being used in lieu of (3) - 340 ton chillers.

•                                          (2)
- 400 ton cooling towers are being used in lieu of (2) - 340 ton cooling
towers.

 

Page 3 of 6

 

•                                          The
Gaming Area ventilation requirements were reduced, resulting in smaller
ventilation air handling units. (GMP included 4-7000 CFM units with
corresponding reductions to sheet metal ductwork

•                                          The
Gaming Area ductwork is to have internal lining in lieu of external insulation.

•                                          (10)
- lighting control modules were added to the temperature control system.

•                                          The
sound attenuation requirements for the cooling towers was deleted.

•                                          The
allowance of $25/sf for the Administration Area on the mezzanine level includes
the ductwork and diffusers on the low-pressure side of the variable air volume
terminals.

•                                          Electric
unit heaters are to be used in the Garage levels rooms and above ceilings below
the Casino level.

•                                          The
PTAC units in the Hotel rooms are to have unit mounted controls.

•                                          The
boilers are single fuel using natural gas.

•                                          The
Kitchen exhaust hood ductwork is 16ga welded carbon steel construction with
fire rated insulation.

•                                          Dishwasher
exhaust hood ductwork is 18ga welded stainless steel construction.

•                                          There
are (8) - carbon monoxide detectors serving the Garage area.

•                                          The
hot water heating piping system has 40% glycol for freeze protection.

•                                          The
Showroom round ductwork is to be double wall insulated.

•                                          The
temperature control system UPS is sized for operator workstation and building
supervisory panels, not the application specific controllers.

•                                          Revise
site lighting control to one control location in the building

•                                          Delete
electric HV connection to existing high voltage switchgears and switch

•                                          Delete
2 – 500 KVA UPS system to slots

•                                          Target
reduction of 225 KVA system to support main data circuits (small computer room)

•                                          Delete
requirement for “environmental walk-in” unit @ emergency generator

•                                          Delete
6000-gallon storage tank and use unit mounted day tank on generator. Pump fuel
oil to generator and tank on roof

 

Plumbing:

•                                          All
water closets, lavatories in casino are to be “hands - free” operated with
battery backups and are floor mounted

•                                          All
water closets in casino are to be floor mounted.

•                                          Natural
gas line size entering building is 8”.

•                                          Only
the hydraulic elevator will have a sump pump and oil interceptor.

•                                          PVC
pipe is to be removed from specifications.

•                                          Hotel
bathtub traps are to be DWV soldered traps.

•                                          All
Food Service equipment is furnished and installed by Owner. All connections
from the roughed-in utility services to the Food Service Equipment is included
in the GMP estimate

•                                          One
8” RPZ backflow preventer is to be supplied for fire protection water.

•                                          Two
3” RPZ backflow preventers are to be supplied for domestic water.

•                                          Showroom
bar is meant to be a portable bar.

•                                          Delete
furnishing of gas shutoff, master control station

•                                          Delete
2 oil interceptors, 2 sump pumps, 2 basins

•                                          Delete
plumbing to showroom bar

 

Fire Protection:

•                                          Non-freeze
protection is to be designed for elevators that go to the parking level.

•                                          37
fire hose cabinets are included in the GMP

•                                          Public
areas and hotel bathrooms are to have fully recessed sprinkler heads.

•                                          Sprinkler
head finish is to be black in color in Casino/Bar/Showroom areas where ceilings
are to be black.

•                                          Sprinkler
head finish is to be white in color in Casino areas where ceilings are to be
white.

 

Page 4 of 6

 

•                                          Fully
recessed/concealed sprinkler heads in all public areas

•                                          Delete
one FM 200 system. Maintain one FM 200 system for computer room. The cost of
this is included in Allowance Item No. 10

•                                          Fully
recessed/concealed sprinkler heads will be provided in all public areas

 

Electrical

•                                          The
15 kv high voltage feeder from the new switchgear to the existing facility has
been eliminated. The existing facility shall stand independent from the new,
with its own electric service and emergency generator.

•                                          The
15 kv high voltage switchgear “MSB2” feeds only three high voltage
transformers, not six as shown on drawing #E2.5.4. The estimate includes 3
fused interrupters, in lieu of 6, with space allotted to add future
interrupters as required.

•                                          Power
Distribution System - Metering has only been provided as follows:

•                                          “MSB1”
- 15 kv metering cubicle for metering of the incoming service is included as
shown.

•                                          480
& 208 v substations - Main circuit breaker / bus metering only.

•                                          No
feeder breaker metering is included. All metering is local only, and has no
provision for remote monitoring or control.

•                                          Reference
Dwg. #E2.5.2 - The 2 - 500 kw UPS systems feeding the slot machine power
distribution system have been eliminated. The 225 kva UPS system feeding the
computer and technical power distribution system has been reduced to 112.5 kva
to feed transformer “T2” (Transf. “T2 has been reduced to 112.5 kva)

•                                          Battery
back-up has been added to the exit lights shown on the drawings. Emergency
battery pack lighting has been added to illuminate paths of egress during total
blackout conditions. Battery packs are to be mounted to the unistrut grid
system, circuited to the nearest convenience power circuit.

•                                          Lighting
control for fine / casual dining rooms, meeting rooms, & bars are included
as standard on-off control, with multiple local dimming only.

•                                          Reference
Dwg. # E002 & E2.4.0 - All landscape lighting and walkway bollards have
been eliminated. (Façade lighting on Dwg. #E2.4.0 is included in the estimate)

•                                          Reference
Dwg. # E30.2 - All parking lot lighting for lots H, J, & K has been
eliminated. Lighting in parking lots F & G, and walkway lighting at the
building entrances has been included in a reduced quantity of poles and
fixtures as follow:

•                                          Parking
Lots F & J: 2 - 25ft. Poles w/ 2 fixtures & 7 - 25ft. Poles w/ 4
fixtures.

•                                          Walkways
at building entries: 8 - 14 ft. Poles w/ decorative fixtures.

•                                          Hand-holes
have been included at two locations North of the new addition for future
extension of the exterior lighting system.

 

•                                          All
exterior lighting shall be controlled from a single lighting panel with
photocell initiated time-clock control. Panel is assumed to be located in the
parking garage storage room # 013.

•                                          Emergency
generator shall remain 1250 kw and shall have skid-mount fuel tank for ten
hours of operation. (1500 gal.) Fuel pumping system shall be located at ground
level with vertical piping, heat trace, etc. Generator enclosure shall be
weatherproof with acoustical attenuation and muffler as specified. (Windows in
the hotel are to be operable during cleaning only: No provision has been
included to exhaust the muffler above the roof level of the hotel)

•                                          Public
Address sound system is to be provided and installed by the Owner.

•                                          Box
and conduit stub-outs to accessible ceiling areas have been provided for the
following:

•                                          Data
/ computer drops (Only those shown in casino area; No data drops in the hotel)

•                                          Telephone
drops (Only those shown in the casino area; Max. 200 in the hotel)

•                                          Television
drops (40 locations in the casino area; 160 as shown in the hotel)

 

Page 5 of 6

 

•                                          All
low voltage wiring, terminations, & equipment shall be provided and
installed by others.

•                                          The
estimate includes 800 if of 18” wide cable tray, (monorail, center hung), for
use by the owner for installation of low voltage and fiber cabling.  This tray extends from the center of the
hotel at the mezzanine level to the existing computer room; and from the new
adjoining wall to the existing computer room.

•                                          Storage
area below showroom stage is to be freeze protected for sprinklers.

•                                          Delete
electric HV connection to existing high voltage switchgears and switch

•                                          Delete
2 – 500 KVA UPS system to slots

•                                          Target
reduction of 225 KVA system to support main data circuits (small computer room)

•                                          Delete
requirement for “environmental walk-in” unit @ emergency generator.

•                                          Delete
6000-gallon storage tank and use unit mounted day tank on generator.

Pump fuel oil to generator and tank on roof

•                                          Utilize
MC cable in lieu of conduit and wire

•                                          Delete
assistive listening system at showroom

•                                          Delete
coaxial cable in Hotel

•                                          Delete
lighting protection system

 

Other
Qualifications

 

All Owner FF&E as listed
below is furnished and installed by the Owner and is excluded from the GMP
Estimate

 

•                                          Hotel
Artwork

•                                          Banquet/Meeting

Rooms Furnishings

•                                          Bar
Equipment

•                                          Bar
Furniture

•                                          Bar
Smallwares

•                                          Bus
Lobby Furniture

•                                          Cage
Equipment

•                                          Conference
Rooms

•                                          Darpes,
Linens, etc.

•                                          Exercise
Equipment

•                                          Foodservice
Equipment

•                                          Foodservice
Furniture

•                                          Foodservice
Installation

•                                          Foodservice
Smallwares

 

•                                          Freight

•                                          Hotel
Equipment

•                                          Hotel
Furniture

•                                          Hotel
Furniture Installation

•                                          Hotel
Smallwares

•                                          Housekeeping
Equipment

•                                          IT
Systems

•                                          Manlift

•                                          Misc.
Gaming Equipment

•                                          Office
Equipment

•                                          Office
Furniture

•                                          POS
system

•                                          Public
Address/Sound

•                                          Systems

 

•                                          Retail
Fixturing

•                                          Satellite
System Rework

•                                          Security
Systems

•                                          Signage

•                                          Slot
Machines (allow 550)

•                                          Spending
thru 08/20/01

•                                          Stage
Equipment

•                                          Telephone
Systems

•                                          Telephone
Relocations

•                                          TV/Video
Systems

•                                          Consultant

Costs/Architect Fees

•                                          Owner
FF&E Contingency

 

Page 6 of 6

 

[GRAPHICS]

 

	
   

  	
  Wheeling Downs
Gaming and

  Entertainment Facility

  
	
   

  
	
   

  	
  Wheeling,
  West Virginia

  
	
   

  
	
   

  	
  PHASE TWO

  GMP ESTIMATE

  
	
   

  	
   

  
	
   

  	
  REISSUED
  April 25, 2002

  
	
   

  	
  REISSUED
  June 28, 2002

  
	
   

  
	
   

  	
  [LOGO]

  	
  CIMINELLI

  CONSTRUCTION

  COMPANIES

  	
  Jeter

  Cook &

  Jenson

  [ILLEGIBLE]

  

 

 

 

GMP CONSTRUCTION COST
ESTIMATE SUMMARY

 

L.P. CIMINELLI
GENERAL CONDITIONS ESTIMATE

 

 

CONTRACT COST
ESTIMATE DETAIL

 

 

MECHANICAL COST
ESTIMATE DETAIL

 

 

ELECTRICAL COST
ESTIMATE DETAIL

 

 

ESTIMATE
CLARIFICATIONS

 

 

 

WHEELING DOWNS

GAMING & ENTERTAINMENT FACILITY EXPANSION - PHASE II

 

GMP TRADE CONTRACT BREAKDOWN

APRIL 25, 2002

 

Revised 6/28/02

 

	
  CONTRACT

  	
   

  	
  COST

  	
   

  
	
   

  	
   

  	
  CONTRACTS (THROUGH 3/15/02)

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  WHEELING DOWNS PURCHASES (SEE LOG)

  	
   

  	
  $

  	
  561,030

  	
   

  
	
   

  	
   

  	
  WHEELING DOWNS - COST TO DATE

  	
   

  	
  $

  	
  20,067

  	
   

  
	
  101

  	
   

  	
  SITE
  DEVELOPMENT & UTILITIES - PHASE I (FALL, 2001)

  	
   

  	
  $

  	
  1,488,953

  	
   

  
	
  102

  	
   

  	
  ASBESTOS
  ABATEMENT

  	
   

  	
  $

  	
  11,500

  	
   

  
	
  103

  	
   

  	
  SITE
  ELECTRICAL SERVICES

  	
   

  	
  $

  	
  220,068

  	
   

  
	
  104

  	
   

  	
  SITE VIDEO
  CIRCUIT CABLING

  	
   

  	
  $

  	
  12,409

  	
   

  
	
  106

  	
   

  	
  ELECTRICAL
  POWER INFRASTRUCTURE

  	
   

  	
  $

  	
  177,911

  	
   

  
	
  107

  	
   

  	
  SITE
  TELEPHONE / DATA CABLING

  	
   

  	
  $

  	
  54,231

  	
   

  
	
  108

  	
   

  	
  BUILDING
  EARTHWORK

  	
   

  	
  $

  	
  236,000

  	
   

  
	
  110

  	
   

  	
  AUGER CAST
  PILES

  	
   

  	
  $

  	
  525,000

  	
   

  
	
   

  	
   

  	
  GMP ESTIMATES (AS OF 3/15/02)

  	
   

  	
   

  	
   

  
	
  111

  	
   

  	
  CONCRETE
  FOUNDATIONS / SOG / SOD

  	
   

  	
  $

  	
  2,224,733

  	
   

  
	
  112

  	
   

  	
  STRUCTURAL
  STEEL W/PLANK ERECTION

  	
   

  	
  $

  	
  2,452,169

  	
   

  
	
  113

  	
   

  	
  PRECAST
  PLANK (FURNISHED ONLY)

  	
   

  	
  $

  	
  791,386

  	
   

  
	
  117

  	
   

  	
  DRYWALL /
  ACOUSTICAL / EIFS/SPRAY-ON-FIREPROOFING / 

  	
   

  	
  $

  	
  4,860,334

  	
   

  
	
   

  	
   

  	
  SPRAY-ON-INSULATION
  IN GARAGE

  	
   

  	
   

  	
   

  
	
  119

  	
   

  	
  EXTERIOR
  ROOFING

  	
   

  	
  $

  	
  523,125

  	
   

  
	
  121

  	
   

  	
  WINDOWS /
  ENTRANCES / CURTAINWALL / SKYLIGHTS

  	
   

  	
  $

  	
  382,935

  	
   

  
	
  123

  	
   

  	
  ELEVATORS
  & ESCALATORS

  	
   

  	
  $

  	
  632,499

  	
   

  
	
  125

  	
   

  	
  MISCELLANEOUS
  & ORNAMENTAL METALS

  	
   

  	
  $

  	
  469,695

  	
   

  
	
  127

  	
   

  	
  MASONRY

  	
   

  	
  $

  	
  115,602

  	
   

  
	
  129

  	
   

  	
  OVERHEAD
  COILING DOORS / GRILLES / SECTIONAL DOORS / 

  	
   

  	
  $

  	
  42,880

  	
   

  
	
   

  	
   

  	
  DOCK EQUIPMENT

  	
   

  	
   

  	
   

  
	
  131

  	
   

  	
  INTERIOR
  CONSTRUCTION

  	
   

  	
  $

  	
  4,838,508

  	
   

  
	
  133

  	
   

  	
  CARPETING

  	
   

  	
  $

  	
  537,514

  	
   

  
	
  135

  	
   

  	
  ACCESS
  FLOORING

  	
   

  	
  $

  	
  244,129

  	
   

  
	
  141

  	
   

  	
  SITE
  DEVELOPMENT & UTILITIES - PHASE II (SPRING, 2003)

  	
   

  	
  $

  	
  2,564,654

  	
   

  
	
  149

  	
   

  	
  HVAC

  	
   

  	
  $

  	
  4,017,172

  	
   

  
	
  151

  	
   

  	
  PLUMBING

  	
   

  	
  $

  	
  1,645,856

  	
   

  
	
  153

  	
   

  	
  FIRE
  PROTECTION

  	
   

  	
  $

  	
  603,495

  	
   

  
	
  155

  	
   

  	
  ELECTRICAL
  & FIRE ALARM SYSTEM

  	
   

  	
  $

  	
  4,255,456

  	
   

  
	
   

  	
   

  	
  BUILDOUT OF COMPUTER/SURVEILLANCE ROOM

  	
   

  	
  $

  	
  101,721

  	
   

  
	
   

  	
   

  	
  ADMINISTRATION FIT-OUT ALLOWANCE

  	
   

  	
  $

  	
  208,529

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
                             

  	
   

  	
   

  
	
   

  	
   

  	
  SUBTOTAL

  	
   

  	
  $

  	
  34,819,561

  	
   

  
	
   

  	
   

  	
  LPCCCI
  GENERAL CONDITIONS

  	
   

  	
  $

  	
  3,440,961

  	
   

  
	
   

  	
   

  	
  CM
  CONTINGENCY

  	
   

  	
  $

  	
  1,916,035

  	
   

  
	
   

  	
   

  	
  CONSTRUCTION
  MANAGEMENT FEE

  	
   

  	
  $

  	
  2,003,105

  	
   

  
	
   

  	
   

  	
  CM BOND

  	
   

  	
  $

  	
  75,000

  	
   

  
	
   

  	
   

  	
  SUBTOTAL

  	
   

  	
  $

  	
  42,254,662

  	
   

  
	
   

  	
   

  	
  1.56%
  B&O TAX

  	
   

  	
  $

  	
  659,173

  	
   

  
	
   

  	
   

  	
  TOTAL
  CONSTRUCTION COST

  	
   

  	
  $

  	
  42,913,834

  	
   

  
								

 

 

 

 

 

 

	
  JOB:
  WHEELING DOWNS CASINO PH.2 FINAL GMP

  	
   

  	
  BID #: 2000-15B

  
	
  WHEELING, WEST VIRGINIA

  	
   

  	
  DATE: Revised 5-1-02

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUMMARY OF
  THE ESTIMATE:

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  
	
  CODE

  	
  DESCRIPTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  LOUIS P. CIMINELLI CONST.CO.WORK

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  
	
  010201

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
  SUB TOTAL NO. 1

  	
   

  	
  0

  	
   

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  JOB O/H & GEN. CONDITIONS

  	
   

  	
   

  	
   

  	
  1,380,529

  	
   

  	
  144,850

  	
   

  
	
   

  	
  LPC PERSONNEL TOTAL

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  1,319,819

  	
   

  
	
   

  	
  PROJECTED COSTS THRU 3/1/02  (Incl Preconstruction Services)

  	
   

  	
   

  	
   

  	
  287,268

  	
   

  
	
  010103

  	
  SMALL TOOLS ALLOWANCE

  	
   

  	
  %

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
  LABOR INCREASE

  	
  1.50

  	
  %

  	
   

  	
   

  	
   

  	
  21,970

  	
   

  
	
  010101

  	
  LOST TIME CONTINGENCY

  	
   

  	
  %

  	
   

  	
   

  	
   

  	
  0

  	
   

  
	
  [illegible]

  	
  HOLIDAYS

  	
   

  	
  %

  	
   

  	
   

  	
   

  	
  0

  	
   

  
	
  010002

  	
  GENERAL SUPERINTENDENT

  	
   

  	
  %

  	
   

  	
   

  	
   

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  1,380,529

  	
   

  	
  1,773,907

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  TOTAL L.P.CIMINELLI LABOR COST

  	
   

  	
   

  	
   

  	
  1,773,907

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
  SUB TOTAL NO.2

  	
   

  	
  3,154,436

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  SUBCONTRACT WORK:

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
  BONDING OF SUBCONTRACTORS:

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
  BID DAY LATE SUBCONT.CHANGES:

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  TOTAL PROJECT COST:

  	
   

  	
   

  	
  3,154,436

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  OVERHEAD & PROFIT

  	
   

  	
  0

  	
  %

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
  SUB TOTAL NO.3

  	
   

  	
  3,154,436

  	
   

  	
   

  	
   

  
	
  017402

  	
  OWNERS/CONTRACTORS PROTECTION LIABILITY
  INS.:

  	
   

  	
   

  	
  0

  	
   

  	
  DELETED

  	
   

  
	
  =

  	
  BUILDERS RISK INSURANCE

  	
   

  	
   

  	
   

  	
  115,000

  	
   

  	
   

  	
   

  
	
   

  	
  EXCESS LIABILITY

  	
   

  	
   

  	
   

  	
  56,100

  	
   

  	
   

  	
   

  
	
   

  	
  TOTAL BID W/O PERFORMANCE BOND:

  	
   

  	
   

  	
   

  	
  3,325,536

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  017401

  	
  PERFORMANCE BOND PREMIUM

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  TOTAL BID W/PERFORMANCE BOND:

  	
   

  	
   

  	
   

  	
  3,325,536

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  CALCULATED BID PRICE:

  	
   

  	
   

  	
  3,325,536

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  FINAL BID PRICE:

  	
   

  	
   

  	
  0

  	
   

  	
  >>>>>

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  B.O. TAX

  	
   

  	
  $

  	
  115,425

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
            REV.
  TOTAL

  	
   

  	
   

  	
  $

  	
  3,440,961

  	
   

  	
   

  	
   

  
																

 

 

	
  Contract
  Review By:  RCM

  	
   

  	
  01-May-02

  	
   

  	
   

  

Contract Review Date: 2-15-02

	
  JOB OVERHEAD & GENERAL CONDITIONS

   

  

 

	
  PROJECTED SCHEDULE FOR PRICING OH/GC

  
	
   

  	
   

  	
   

  
	
  BID DATE:

  	
   

  	
   

  
	
  BIDS GOOD FOR 60 DAYS TILL:

  	
   

  	
   

  
	
  ANTICIPATED AWARD DATE:

  	
   

  	
   

  
	
  ANTICIPATED START DATE: 

  	
  March 1,
  2002

  
	
  ANTICIPATED COMPLETION DATE: 

  	
  June 30,
  2003

  
	
   

  	
   

  	
   

  
	
  CALENDER DAYS:  

  	
  487

  	
   

  
	
  WORK DAYS:  

  	
  340

  	
   

  
	
  WORK WEEKS:  

  	
  69

  	
  82 Weeks to 9/30/03 to allow for Closeout

  
	
  WORK MONTHS:  

  	
  16

  	
  19 Mon. to 9/30/03 to allow for Closeout

  
	
  HOLIDAYS:  

  	
  8

  	
   

  
	
  WINTER CONSTRUCTION MONTHS:  

  	
  4

  	
   

  
				

 

 

 

	
  GENERAL INFORMATION FROM SPECIFICATION REVIEW

  
	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SALES TAX STATUS: 

  	
  None

  	
   

  	
  Owner Direct
  Purchase

  
	
  MBE PARTICIPATION:

  	
   

  	
  %

  	
   

  	
   

  
	
  WBE PARTICIPATION:

  	
   

  	
  %

  	
   

  	
   

  
	
  PREVAILING WAGE RATE PROJECT: 
  PROJECT LABOR AGREEMENT

  
	
  BID SECURITY:

  	
   

  	
  %

  	
   

  	
   

  
	
  RETENTION:

  	
   

  	
  %

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INSURANCE
  REQUIREMENTS:  

  	
  Included on
  Job Cost Summary

  
	
  OWNERS/CONTR.PROT.LIAB.INSUR.—

  	
   

  	
   

  	
   

  	
   

  
	
    
  BUILDERS RISK INSUR.—

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PERF.& L-M PAYMENT BOND:

  	
  NONE

  	
  %

  	
   

  	
   

  
	
  LIQUIDATED DAMAGES:

  	
  $ NONE

  	
  /CALENDER
  DAY AFTER__/__ /9_

  

***NOTIFY GOW IF FINAL BID IS
10% >or< THAN ESTIMATE!

 

 

10

 

 

11

	
  LPC
  PERSONNEL:

  	
   

  	
   

  	
   

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Project Executive (KF)

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  SEE ATTACHED FOR PERSONNEL

  	
   

  
	
  Project Manager

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Project Engineer (CD)

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Project Engineer (FC)

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Project Engineer — M/E/P

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Superintendent

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  2nd Superintendent

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Secretary

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Secretary

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  VP Operations

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Sales Tax Recovery Staff

  	
  _______wks

  	
  @

  	
  ________/wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL:FLC PERSONNEL

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  1,319,819

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

	
  LPC TRAVEL
  EXPENSES

  	
   

  	
   

  	
   

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Proj. Exec. (KF) — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  SEE ATTACHED FOR TRAVEL
  EXPENSES

  	
   

  
	
  Proj. Exec. (KF) — Lodging/Meals

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Exec. (KF) — Lodging/Meals

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Manager — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Manager — Lodging/Meals

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. (CD) — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. (CD) — Relocation

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. (FC) — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. (FC) — Lodging

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. — M/E/P — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Proj. Eng. — M/E/P — Lodging

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Superintendent — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Superintendent — Lodging

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  2nd Superintendent — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  2nd Superintendent — Lodging

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  VP Operations (JW) — Travel

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  VP Operations (JW) — Lodging

  	
  _______mos

  	
  @

  	
  ________/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Misc. Personnel — Travel

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Misc. Personnel — Lodging

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  [illegible] Exec. (KF) — Travel

  	
  _______Trips

  	
  @

  	
  ________/trip

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL:LPC TRAVEL EXPENSES

  	
   

  	
   

  	
   

  	
  355,900

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

 

 

	
  DESCRIPTION OF WORK

  	
   

  	
  MAT’L
  & EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  SPEC.
  SECTION

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUBTOTAL PAGE #2

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  

 

12

 

 

 

	
  LPC TEMPORARY STRUCTURES

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Office Trailers

  	
        21   mos

  	
  @

  	
  $1,405  /mo

  	
   

  	
  29,505

  	
   

  	
  0

  	
   

  	
  015001

  	
   

  	
  William-Scotsman—70x28
  & 70x14

  	
   

  
	
  Del./Setup/Return Office
  Trailers

  	
   

  	
   

  	
   

  	
  15,235

  	
   

  	
  0

  	
   

  	
  015002

  	
   

  	
  William-Scotsman

  	
   

  
	
  Construct. Breezeway
  Between Trailers

  	
   

  	
   

  	
   

  	
  1,000

  	
   

  	
  3,000

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Interior
  Building—Shelves/Plan Tables, etc.

  	
   

  	
   

  	
   

  	
  1,000

  	
   

  	
  2,500

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Office Security System W/Monitoring 
  

  	
         21   mos

  	
  @

  	
    $160  /mo

  	
   

  	
  3,150

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  William Scotsman

  	
   

  
	
  Hook-Up Temp. Power To LPC
  Temp.Field Office

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015208

  	
   

  	
   

  	
   

  
	
  Power Consump.Field Office  

  	
  _______mos

  	
  @

  	
    $500  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015211

  	
   

  	
  Paid by Owner

  	
   

  
	
  Heat Temp.Structures  

  	
  _______mos

  	
  @

  	
    $125  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015012

  	
   

  	
   

  	
   

  
	
  Hook-Up Sanitary/Water in
  Trailers

  	
   

  	
   

  	
  3,000

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Temporary Telephone Initial
  Service Installation

  	
   

  	
  1,500

  	
   

  	
  0

  	
   

  	
  015201

  	
   

  	
   

  	
   

  
	
  Telephone Monthly Cost  

  	
         21   mos

  	
  @

  	
    $350  /mo

  	
   

  	
  7,350

  	
   

  	
  0

  	
   

  	
  015202

  	
   

  	
  4 Phone Lines, 2 Fax Lines
  @ $50 ea.

  	
   

  
	
  Long Distance Charges  

  	
         21   mos

  	
  @

  	
    $350  /mo

  	
   

  	
  7,350

  	
   

  	
  0

  	
   

  	
  015202

  	
   

  	
  5000 Min/Mon @ .06/min.

  	
   

  
	
  Internet Access Provider  

  	
         21   mos

  	
  @

  	
    $300  /mo

  	
   

  	
  8,300

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
  512 Kbs Bandwidth

  	
   

  
	
  Telephone Equipment  

  	
         21   mos

  	
  @

  	
    $150  /mo

  	
   

  	
  3,150

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
  From LPC MIS Dept.

  	
   

  
	
  Cell Phones  

  	
         21   mos

  	
  @

  	
    $750  /mo

  	
   

  	
  15,750

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
  7 Phones @ $100/Mon +
  Purchase @ $90/ea

  	
   

  
	
  2-Way Radios

  	
   

  	
   

  	
   

  	
   

  	
  2,500

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
  6 Units @ $395/ea

  	
   

  
	
  Field Office Supplies  

  	
         21   mos

  	
  @

  	
    $800  /mo

  	
   

  	
  16,800

  	
   

  	
  0

  	
   

  	
  015007

  	
   

  	
   

  	
   

  
	
  Fax Machine, Copier  

  	
         21   mos

  	
  @

  	
    $600  /mo

  	
   

  	
  12,600

  	
   

  	
  0

  	
   

  	
  015007

  	
   

  	
   

  	
   

  
	
  Computers, Digital Camera

  	
   

  	
   

  	
   

  	
   

  	
  20,000

  	
   

  	
  2,150

  	
   

  	
  015008

  	
   

  	
   

  	
   

  
	
  Field Office Furnishings,
  Misc. Equipment

  	
   

  	
  20,000

  	
   

  	
  1,200

  	
   

  	
  015008

  	
   

  	
   

  	
   

  
	
  Coffee & Water Service  

  	
         21   mos

  	
  @

  	
    $250  /mo

  	
   

  	
  5,250

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Field Office Maintenance  

  	
         21   mos

  	
  @

  	
    $850  /mo

  	
   

  	
  17,850

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL: ARCHITECTS FIELD OFFICE

  	
   

  	
  189,290

  	
   

  	
  6,850

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

	
  TEMPORARY
  UTILITIES:

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Temp.Power Service & Power Co. Fees

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015207

  	
   

  	
   

  	
   

  
	
  Temporary Power &
  Lighting

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015210

  	
   

  	
  By Electrical Contract

  	
   

  
	
  Power Consum.(Fdn/Shell)

  	
  _______mos

  	
  @

  	
  ______/mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015213

  	
   

  	
   

  	
   

  
	
  Power Consum.(Fin/Stage)

  	
  _______mos

  	
  @

  	
  ______/mo

  	
   

  	
  206,000

  	
   

  	
  0

  	
   

  	
  015213

  	
   

  	
  Allowance

  	
   

  
	
  Temporary Water Hook-up
  Installation

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015214

  	
   

  	
  By Plumbing Contract

  	
   

  
	
  Water Consump.(Temp.Water)

  	
     _____mos

  	
  @

  	
             /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015215

  	
   

  	
   

  	
   

  
	
  Temp.Chem.Toilets (8-Req.)

  	
       19    mos

  	
  @

  	
     $560/mo

  	
   

  	
  10,640

  	
   

  	
  0

  	
   

  	
  015217

  	
   

  	
   

  	
   

  
	
  Hook-Up Temp. Toilet
  Facilities W/in Building

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015216

  	
   

  	
   

  	
   

  
	
  Utility Tap Fees (Water,
  Sanitary, Storm, Gas etc.)

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Utility Location Service
  (Allowance)

  	
   

  	
   

  	
  11,000

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL:TEMPORARY UTILITIES

  	
   

  	
  227,640

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  
														

 

 

 

 

	
  DESCRIPTION OF WORK

  	
   

  	
  MAT’L
  & EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  SPEC.
  SECTION

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUBTOTAL PAGE # 3

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  

 

 

13

 

 

	
  WINTER
  CONSTRUCTION:

  	
   

  	
  MAT. &
  EQUP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Temp.Heat-Temp.System—Hotel

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  32,750

  	
   

  	
  6,000

  	
   

  	
  015401

  	
   

  	
   

  	
   

  
	
  Fuel For Temp. Heat

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  90,000

  	
   

  	
  0

  	
   

  	
  015403

  	
   

  	
   

  	
   

  
	
  Temp.Heat—Perm.System—Casino

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015402

  	
   

  	
   

  	
   

  
	
  Extended Warranties On
  Permanent Heating System

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015404

  	
   

  	
   

  	
   

  
	
  Temp. Heat & Prot.—Concrete

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Heated Concrete Mats

  	
   

  	
  cy

  	
  @

  	
  $7

  	
  /cy

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015409

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Type II Cement

  	
   

  	
  cy

  	
  @

  	
   

  	
  /cy

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Temp.Heat & Prof.—Masonry

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Temp.Clos.—Ext. Wall Opgs

  	
   

  	
  sf

  	
  @

  	
   

  	
  /sf

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015405

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Site Snow Removal

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015406

  	
   

  	
  Not Required

  	
   

  
	
  Temp.Int.Part/Dust Part.

  	
   

  	
  sf

  	
  @

  	
   

  	
  /sf

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015316

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL: WINTER CONSTRUCTION

  	
   

  	
   

  	
   

  	
  122,750

  	
   

  	
  6,000

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

	
  HOISTING
  & PUMPING EQUIPMENT/SAFETY:

  	
   

  	
  MAT. &
  EQUP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  	
   

  	 

	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	 

	
  Material/Personnel Hoist

  	
  6

  	
  mos

  	
  @

  	
  $10,000

  	
  /mo

  	
   

  	
  30,000

  	
   

  	
  90,000

  	
   

  	
  ******

  	
   

  	
  See Separate estimate

  	
   

  	 

	
  Operator on Elevator

  	
  130

  	
  days

  	
  @

  	
  $420

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  With Contract #112

  	
   

  	 

	
  Hydraulic Crane

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015501

  	
   

  	
   

  	
   

  	 

	
  Concrete Boom Pump

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Concrete Trailer Pump

  	
   

  	
  days

  	
  @

  	
   

  	
  day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Concrete Pump Operator

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Operator Travel Costs

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Pump Yardage Charge

  	
   

  	
  cy

  	
  @

  	
   

  	
  /cy

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Insurance Surcharge

  	
   

  	
  days

  	
  @

  	
  $15

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Concrete Pump Sales Tax

  	
  8%

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  	
   

  	 

	
  Stair Towers

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015301

  	
   

  	
   

  	
   

  	 

	
  Fire Prof.(Fire Ext. etc)

  	
  50

  	
  pcs

  	
  @

  	
  $50

  	
  /pc

  	
   

  	
  2,500

  	
   

  	
  0

  	
   

  	
  015304

  	
   

  	
   

  	
   

  	 

	
  Barricades/Flashers

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015314

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Perm./Int.Safety Rails

  	
   

  	
  lf

  	
  @

  	
  $1.00

  	
  /lf

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015317

  	
   

  	
  By Trade Contracts as
  Required

  	
   

  
	
  Safety

  	
   

  	
   

  	
   

  	
   

  	
  10,000

  	
   

  	
  25,000

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  Safety Consulting / Risk
  Management

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  10,000

  	
   

  	
  010110

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
	
  SUB-TOTAL: EQUIPMENT

  	
   

  	
   

  	
   

  	
  42,500

  	
   

  	
  125,000

  	
   

  	
  ******

  	
   

  	
   

  	
   

  
																			

 

 

 

	
  DESCRIPTION OF WORK

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  SPEC.
  SECTION

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUBTOTAL PAGE #4

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  

 

 

 

14

 

 

	
  MISCELLANEOUS:

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  CODE

  	
   

  	
  GENERAL
  NOTES

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Initial Survey &
  Stakeout

  	
   

  	
   

  	
   

  	
   

  	
  15,000

  	
   

  	
  0

  	
   

  	
  010503

  	
   

  	
   

  
	
  Underground Utility Survey

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
  On Estimate Summary

  
	
  Final As-Built
  Survey–(Subout)

  	
   

  	
   

  	
   

  	
   

  	
  5,000

  	
   

  	
  0

  	
   

  	
  010504

  	
   

  	
   

  
	
  Temporary Roads, Parking
  & Staging Areas

  	
   

  	
   

  	
   

  	
   

  	
  25,000

  	
   

  	
  0

  	
   

  	
  015305

  	
   

  	
   

  
	
  8H, Temp, Fence & Gates

  	
  2700

  	
  lf

  	
  @

  	
  $10

  	
  /lf

  	
   

  	
  27,000

  	
   

  	
  0

  	
   

  	
  015306

  	
   

  	
   

  
	
  Clean Streets

  	
   

  	
  wks

  	
  @

  	
   

  	
  /wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015311

  	
   

  	
  By Trade Contracts as
  Required

  
	
  Dust Control-Exterior(On
  Site)

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015312

  	
   

  	
  By Trade Contracts as Required

  
	
  Dewatering/Pump & Ball

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015313

  	
   

  	
  By Trade Contracts as
  Required

  
	
  Progress Photos

  	
   

  	
  mos

  	
  @

  	
   

  	
  /mo

  	
   

  	
  500

  	
   

  	
  0

  	
   

  	
  015315

  	
   

  	
   

  
	
  Final Project Photographs

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015316

  	
   

  	
   

  
	
  [illegible] Schedule (Bar
  Chart Type or CPM)–(By PM/PE)

  	
  500

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  
	
  [illegible] Contr. Drwgs.
  & Specs.

  	
   

  	
  sets

  	
  @

  	
   

  	
  /set

  	
   

  	
  80,000

  	
   

  	
  0

  	
   

  	
  010106

  	
   

  	
   

  
	
  Record Drawings

  	
   

  	
   

  	
   

  	
   

  	
  5,000

  	
   

  	
  0

  	
   

  	
  017001

  	
   

  	
   

  
	
  Coordination Dwgs.(PM/PE to
  coordinate)

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  013103

  	
   

  	
   

  
	
  Inspection & Testing

  	
   

  	
  days

  	
  @

  	
   

  	
  day

  	
   

  	
  67,500

  	
   

  	
  0

  	
   

  	
  014102

  	
   

  	
  All testing and inspection

  
	
  Concrete Test Cylinders

  	
   

  	
  cyl

  	
  @

  	
   

  	
  /cyl

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  014103

  	
   

  	
   

  
	
  Earthwork Testing

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  014101

  	
   

  	
   

  
	
  Parking Expenses

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  010107

  	
   

  	
   

  
	
  Travel Expenses

  	
   

  	
  wks

  	
  @

  	
   

  	
  /wk

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  010105

  	
   

  	
   

  
	
  Lodging Expenses

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  010106

  	
   

  	
   

  
	
  General Cleanup-Labor

  	
   

  	
  days

  	
  @

  	
   

  	
  /day

  	
   

  	
  0

  	
   

  	
  5,000

  	
   

  	
  017101

  	
   

  	
  Misc. Cleanup — Balances w/
  Trade Contracts

  
	
  Gen. Cleanup-30cy Dumpsters

  	
  100

  	
  pcs

  	
  @

  	
  $500

  	
  /pc

  	
   

  	
  50,000

  	
   

  	
  0

  	
   

  	
  017103

  	
   

  	
   

  
	
  Final Cleanup

  	
  200,000

  	
  sf

  	
  @

  	
  $0.15

  	
  /sf

  	
   

  	
  30,000

  	
   

  	
  0

  	
   

  	
  017003

  	
   

  	
   

  
	
  Building Permits

  	
   

  	
   

  	
   

  	
   

  	
  80,749

  	
   

  	
  0

  	
   

  	
  010801

  	
   

  	
   

  
	
  All Other Permits

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  ******

  	
   

  	
   

  
	
  One Year Guarantee

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  017405

  	
   

  	
   

  
	
  Printing Costs

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015015

  	
   

  	
   

  
	
  Monthly Postage

  	
  19

  	
  mos

  	
   

  	
  $350.00

  	
  /mo

  	
   

  	
  6,650

  	
   

  	
  0

  	
   

  	
  015013

  	
   

  	
   

  
	
  Monthly Fed.Exp./UPS etc.

  	
  19

  	
  mos

  	
   

  	
  $350.00

  	
  /mo

  	
   

  	
  5,650

  	
   

  	
  0

  	
   

  	
  015014

  	
   

  	
   

  
	
  Main Project Sign

  	
   

  	
   

  	
   

  	
   

  	
  2,500

  	
   

  	
  0

  	
   

  	
  015307

  	
   

  	
   

  
	
  Erect/Dismantle Project
  Sign

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015308

  	
   

  	
   

  
	
  Miscellaneous Project
  Signage

  	
   

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
  015309

  	
   

  	
   

  
	
  Erect/Dismantle
  Miscellaneous Signs

  	
   

  	
   

  	
   

  	
  0

  	
   

  	
   

  	
   

  	
  015310

  	
   

  	
   

  
	
  Company Truck (2) — Lease

  	
  19

  	
  mos

  	
   

  	
  $800.00

  	
  /mo

  	
   

  	
  15,200

  	
   

  	
   

  	
   

  	
  ******

  	
   

  	
   

  
	
  Company Truck (2) — FDM

  	
  19

  	
  mos

  	
   

  	
  $800.00

  	
  /mo

  	
   

  	
  15,200

  	
   

  	
   

  	
   

  	
  ******

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  ******

  	
   

  	
   

  
	
  SUB-TOTAL : MISCELLANEOUS

  	
   

  	
   

  	
   

  	
  432,449

  	
   

  	
  5,000

  	
   

  	
   

  	
   

  	
   

  
															

 

 

	
  DESCRIPTION OF WORK

  	
   

  	
  MAT. &
  EQUIP.

  	
   

  	
  LABOR

  	
   

  	
  SPEC.
  SECTION

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SUBTOTAL PAGE # 5

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GRAND TOTALS

  	
   

  	
  0

  	
   

  	
  0

  	
   

  	
   

  	
   

  

 

 

15

 

 

[illegible]

 

 

 

16

 

 

Wheeling Downs Gaming &
Entertainment Facility Expansion-Phase
II                                                                      April
25, 2002

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACTS & PURCHASES THROUGH 3/15/02

  
	
   

  	
   

  	
  WHEELING DOWNS PURCHASES-SEE LOG

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   561,030

  	
   

  
	
   

  	
   

  	
  WHEELING DOWNS - PURCHASES TO DATE

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   20,067

  	
   

  
	
   

  	
   

  	
  CONTRACT 101 - SITE DEVELOPMENT & UTILITIES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   1,488,953

  	
   

  
	
   

  	
   

  	
  COTRACT 102 - ASBESTOS ABATEMENT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   11,500

  	
   

  
	
   

  	
   

  	
  CONTRACT 103 - SITE 
  ELECTRICAL SERVICE

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   220,068

  	
   

  
	
   

  	
   

  	
  CONTRACT 104 - SITE VIDEO CABLING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   12,409

  	
   

  
	
   

  	
   

  	
  CONTRACT 106 - ELECTRICAL POWER INFRASTRUCTURE

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   177,911

  	
   

  
	
   

  	
   

  	
  CONTRACT 107 - SITE TELEPHONE/DATA CABLING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   54,231

  	
   

  
	
   

  	
   

  	
  CONTRACT 108 - BUILDING EARTHWORK

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   236,000

  	
   

  
	
   

  	
   

  	
  CONTRACT 110 - AUGER CAST PILES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   525,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT III - CONCRETE FOUNDATIONS/SOG/SOD

  
	
  2300

  	
   

  	
  Earthwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Porte Cochere Islands

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  trench excavation

  	
   

  	
  137

  	
   

  	
  cy

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  1,028

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  backfill w/excavated

  	
   

  	
  92

  	
   

  	
  cy

  	
   

  	
  $

  	
  8.85

  	
   

  	
  $

  	
  814

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  load & haul off site

  	
   

  	
  187

  	
   

  	
  cy

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  935

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Building Ramp/Stairs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  trench excavation

  	
   

  	
  110

  	
   

  	
  cy

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  825

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  backfill w/excavated

  	
   

  	
  88

  	
   

  	
  cy

  	
   

  	
  $

  	
  8.85

  	
   

  	
  $

  	
  779

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  load & haul off site

  	
   

  	
  110

  	
   

  	
  cy

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  550

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fill to subgrade

  	
   

  	
   

  	
   

  	
  w/sitework

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Armored Truck Bay

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hand exc for footing

  	
   

  	
  2

  	
   

  	
  cy

  	
   

  	
  $

  	
  80.00

  	
   

  	
  $

  	
  160

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  select fill to subgrade

  	
   

  	
  52

  	
   

  	
  cy

  	
   

  	
  $

  	
  28.00

  	
   

  	
  $

  	
  1,456

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  load & haul excavation

  	
   

  	
  2

  	
   

  	
  cy

  	
   

  	
  $

  	
  50.00

  	
   

  	
  $

  	
  100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   6,647

  	
   

  
	
  3300

  	
   

  	
  Cost - in - Place Concrete

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concrete foundation, s.o.g. & s.o.d.

  	
   

  	
   

  	
   

  	
  w/Contract #111

  	
   

  	
  $

  	
  2,050,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Porte Cochere Islands

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  48"x12" concrete mat footing

  	
   

  	
  122

  	
   

  	
  lf

  	
   

  	
  $

  	
  38.60

  	
   

  	
  $

  	
  4,709

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24" foundation well

  	
   

  	
  336

  	
   

  	
  sf

  	
   

  	
  $

  	
  23.80

  	
   

  	
  $

  	
  7,997

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  premium for tapered pedestals

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  1,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Exterior Building Ramp/Stairs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24"x12" continuous footing 

  	
   

  	
  148

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.35

  	
   

  	
  $

  	
  3,308

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" foundation well

  	
   

  	
  1,300

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.90

  	
   

  	
  $

  	
  20,670

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  slab on grade concrete stair risers

  	
   

  	
  179

  	
   

  	
  lf 

  	
   

  	
  $

  	
  34.35

  	
   

  	
  $

  	
  6,149

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concrete ramp slab

  	
   

  	
  380

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.60

  	
   

  	
  $

  	
  1,748

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concrete stairs & ramp - stair #11

  	
   

  	
  1

  	
   

  	
  lf

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  

 

Page 1 of 23

 

Wheeling Downs Gaming &
Entertainment Facility Expansion-Phase
II                                                                           April
25, 2002

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
  Misc Concrete

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  It wt concrete fill to stairs and landings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #1 & #2

  	
   

  	
  4.0

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  1,704

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #4

  	
   

  	
  1.0

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  426

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #5,6,7

  	
   

  	
  9.1

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  3,877

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #9

  	
   

  	
  2.5

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  1,065

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #10

  	
   

  	
  2.5

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  1,065

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  showroom stairs

  	
   

  	
  1.4

  	
   

  	
  cy

  	
   

  	
  $

  	
  426.00

  	
   

  	
  $

  	
  605

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2-1/2 concrete fill at misc
  floor depressions

  	
   

  	
  5,382

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.20

  	
   

  	
  $

  	
  11,840

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3" concrete fill to
  3" comp deck @ misc srt floor areas

  	
   

  	
  21

  	
   

  	
  cy

  	
   

  	
  $

  	
  290.00

  	
   

  	
  $

  	
  6,177

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3" concrete fill to
  1-1/2" comp deck @ elev.floors and ramps 

  	
   

  	
  74

  	
   

  	
  cy

  	
   

  	
  $

  	
  290.00

  	
   

  	
  $

  	
  21,460

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Armored Truck
  Bay

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24"x12" continuous
  footing

  	
   

  	
  16

  	
   

  	
  lf

  	
   

  	
  $

  	
  25.10

  	
   

  	
  $

  	
  402

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" foundation wall

  	
   

  	
  61

  	
   

  	
  lf

  	
   

  	
  $

  	
  20.25

  	
   

  	
  $

  	
  1,235

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  on grade stair risers

  	
   

  	
  15

  	
   

  	
  lf

  	
   

  	
  $

  	
  42.50

  	
   

  	
  $

  	
  638

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5" sog w/wwm & 6"
  stone base

  	
   

  	
  400

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.40

  	
   

  	
  $

  	
  1,760

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" sog w/wwm & 6"
  stone base 

  	
   

  	
  144

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.15

  	
   

  	
  $

  	
  742

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  masonry haunch at floor slab

  	
   

  	
  30

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  450

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  lt.wt.concrete fill @ stair
  tread pans

  	
   

  	
  3.2

  	
   

  	
  cy

  	
   

  	
  $

  	
  600.00

  	
   

  	
  $

  	
  1,920

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  dltta @ metal pan landings

  	
   

  	
  5.3

  	
   

  	
  cy

  	
   

  	
  $

  	
  600.00

  	
   

  	
  $

  	
  3,180

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,159,125

  	
   

  
	
  5810

  	
   

  	
  Expansion Joint Cover
  Assemblies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  floor assemblles

  	
   

  	
  321

  	
   

  	
  lf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  11,235

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  11,235

  	
   

  
	
  7160

  	
   

  	
  Bituminous Damproofing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  damproofing system @ foundation
  walls

  	
   

  	
  4,100

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  4,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  waterproofing elevator &
  escalator pits

  	
   

  	
  931

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  3,259

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  waterproofing @ elevator pits

  	
   

  	
  842

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  2,737

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,095

  	
   

  
	
   

  	
   

  	
  B & O Tax 

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  37,631

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  37,631

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT III TOTAL

  	
   

  	
  $

  	
  2,224,733

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 112 - STRUCTURAL STEEL W/PLANK ERECTION

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1000

  	
   

  	
  General Requirements

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  99,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  99,600

  	
   

  
	
  5100

  	
   

  	
  Structural Steel

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  structural steel framing

  	
   

  	
  w/ Contract #112

  	
   

  	
  $

  	
  1,660,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  structural steel not included
  in bid

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  50,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add’l openings and sizing for
  opening & equip.

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  50,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  allowance for misc. floor
  framing

  	
   

  	
  8.5

  	
   

  	
  tons

  	
   

  	
  $

  	
  2,000

  	
   

  	
  $

  	
  17,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  exist casino
  tie in

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rework existing x-bracing rods

  	
   

  	
  4

  	
   

  	
  bays

  	
   

  	
  $

  	
  1,000

  	
   

  	
  $

  	
  4,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  relocate existing channel

  	
   

  	
  84

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  1,260

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  w/ Contract #112

  	
   

  	
  $

  	
  462,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc structural steel

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  35,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,279,260

  	
   

  
	
  5300

  	
   

  	
  Steel Deck

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  steel floor & roof deck

  	
   

  	
  w/Contract #112

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1 1/2” mtl floor deck at
  elevated floors & ramps

  	
   

  	
  7,914

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.30

  	
   

  	
  $

  	
  10.288

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3" composite floor deck @
  misc floor framing

  	
   

  	
  1,064

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.45

  	
   

  	
  $

  	
  1,543

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  11,831

  	
   

  

 

Page 2 of 23

 

Wheeling Downs Gaming &
Entertainment Facility Expansion-Phase
II                                                                        April
25,2002

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  ****

  	
   

  	
  Miscellaneous

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  loading dock canopy - 30' x 12'

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  20,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  20,000

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  41,478

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  41,478

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 112 - TOTAL

  	
   

  	
  $

  	
  2,452,169

  	
   

  
	
  CONTRACT 113 - PRECAST PLANK (FURNISHED ONLY)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3412

  	
   

  	
  Precast Concrete Deck

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  w/ Contract #113

  	
   

  	
   

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  w/ Contract #113

  	
   

  	
   

  	
   

  	
  $

  	
  678,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  778,000

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  13,386

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  13,386

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 113 - TOTAL

  	
   

  	
  $

  	
  791,386

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 117 - DRYWALL / ACOUSTICAL / EIFS / SPRAY ON FIREPROOFING /
  SPRAY - ON INSULATION IN GARAGE

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5410

  	
   

  	
  Cold Formed Metal Framing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Exterior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" lt ga mtl stud framing 

  	
   

  	
  6,148

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  19,981

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" lt ga mtl stud framing - 16" o.c.

  	
   

  	
  43,130

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  194,085

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Porte Cochere

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  10" sloped roof framing - 48" o.c.

  	
   

  	
  3,500

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.25

  	
   

  	
  $

  	
  18,375

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  10" flat roof framing - 24" o.c.

  	
   

  	
  760

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.25

  	
   

  	
  $

  	
  3,990

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-5/8" fascla / soffit framing

  	
   

  	
  3,600

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.75

  	
   

  	
  $

  	
  13,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-5/8" ceiling framing - 24" o.c.

  	
   

  	
  760

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  2,660

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3/4" mtl furring @ ceiling - 16" o.c.

  	
   

  	
  760

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  $

  	
  950

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-5/8" parapet framing - 16" o.c.

  	
   

  	
  470

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  1,528

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" skylight framing - 16" o.c.

  	
   

  	
  110

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.75

  	
   

  	
  $

  	
  413

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" column framing - 16" o.c.

  	
   

  	
  1,325

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  4,638

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Showroom
  rasied floor system

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" mtl stud framing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1'2" ht

  	
   

  	
  1,960

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.21

  	
   

  	
  $

  	
  12,172

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2'4" ht

  	
   

  	
  2,614

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  16,991

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3'5" ht

  	
   

  	
  2,082

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.83

  	
   

  	
  $

  	
  14,220

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4'8" ht

  	
   

  	
  240

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.45

  	
   

  	
  $

  	
  1,788

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2'4" ht @ circular entrance

  	
   

  	
  1,018

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.80

  	
   

  	
  $

  	
  7,940

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-5/8" lt ga mtl stud
  framing 16" o.c. @ ext. wall 

  	
   

  	
  34,726

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.35

  	
   

  	
  $

  	
  151,058

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  support framing at signage parapet above roof

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  10,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  474,288

  	
   

  
	
  5810

  	
   

  	
  Expansion Joint Cover Assemblies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall assemblies

  	
   

  	
  479

  	
   

  	
  vlf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  8,622

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceiling assemblies

  	
   

  	
  321

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  5,778

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  14,400

  	
   

  
	
  7210

  	
   

  	
  Building Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-1/2" glass fiber
  insulation

  	
   

  	
  22,050

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.65

  	
   

  	
  $

  	
  14,333

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" faced fiber insulation
  w /v.b.

  	
   

  	
  40,899

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.85

  	
   

  	
  $

  	
  34,764

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-1/2" faced mineral fiber
  blanket insulation

  	
   

  	
  29,900

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.80

  	
   

  	
  $

  	
  23,920

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-1/2" glass fiber
  insulation

  	
   

  	
  86,000

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.65

  	
   

  	
  $

  	
  55,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  128,917

  	
   

  

 

Page 3 of 23

 

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion-Phase II    

  	
  April 25, 2002

  

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  7241

  	
   

  	
  Exterior
  Insulation & Finish Systems - Class PB & PM

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2" rigid insulation EIFS -
  color 1

  	
   

  	
  31,260

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  339,171

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - color 2

  	
   

  	
  2,760

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  29,946

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - color 3

  	
   

  	
  2,030

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  22,026

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  30" wide w/ 4" rigid
  insul - type 4 - horiz. band

  	
   

  	
  3,805

  	
   

  	
  lf

  	
   

  	
  $

  	
  27.15

  	
   

  	
  $

  	
  103,287

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - vertical band

  	
   

  	
  815

  	
   

  	
  lf

  	
   

  	
  $

  	
  27.15

  	
   

  	
  $

  	
  22,127

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Porte Cochere

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2" rigid insulation EIFS

  	
   

  	
  3,130

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.50

  	
   

  	
  $

  	
  39,125

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" wide trim on 3"
  rigid insul - color 1

  	
   

  	
  37

  	
   

  	
  lf

  	
   

  	
  $

  	
  10.00

  	
   

  	
  $

  	
  370

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto 15" wide

  	
   

  	
  450

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  5,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2" eifs on coloumn wraps

  	
   

  	
  928

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  11,136

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5” wide band on 3" rigid
  color 1

  	
   

  	
  230

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.00

  	
   

  	
  $

  	
  690

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  10" wide band on 3"
  rigid - color 1

  	
   

  	
  60

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  eifs on 5/8" glass mat gyp
  sheathing - color 1

  	
   

  	
  972

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  6,318

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  EIFS w/ 2" rigid insul
  & reinforcing mesh

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  - color 1

  	
   

  	
  21,065

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  228,555

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  - color 2

  	
   

  	
  4,800

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  52,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  - color 3

  	
   

  	
  1,375

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.85

  	
   

  	
  $

  	
  14,919

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  7241

  	
   

  	
  Exterior Insulation & Finish Systems - Class PB & PM (Cont’d)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  30" wide band w/4"
  rigid insul - color 4

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  horizontal bands

  	
   

  	
  572

  	
   

  	
  lf

  	
   

  	
  $

  	
  27.13

  	
   

  	
  $

  	
  15,516

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vertical bands

  	
   

  	
  491

  	
   

  	
  lf

  	
   

  	
  $

  	
  27.13

  	
   

  	
  $

  	
  13,318

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  904,283

  	
   

  
	
  7811

  	
   

  	
  Sprayed Fire Resistive Materials

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  spray fp structural steel frame
  (drwg A 01.4.0)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  114,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  spray fire proofing at misc
  str'l floor frames

  	
   

  	
  1,064

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.50

  	
   

  	
  $

  	
  2,660

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  spray @ all struct'l steel
  except staggered trusses

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  50,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  corridor f.p. details @ trusses

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  12,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  f.p. details @ trusses - gwb
  w/molding

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  52,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  column/pc f.p. interface

  	
   

  	
  150

  	
   

  	
  loc

  	
   

  	
  $

  	
  150.00

  	
   

  	
  $

  	
  22,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  255,460

  	
   

  
	
  7841

  	
   

  	
  Through Penetration Firestop Systems

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  smoke seal voids @ top of wall

  	
   

  	
  5,200

  	
   

  	
  lf

  	
   

  	
  $

  	
  9.00

  	
   

  	
  $

  	
  46,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  firesafe volds @ top of walls

  	
   

  	
  3,300

  	
   

  	
  lf

  	
   

  	
  w/

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2" x 18" 2hr firestop

  	
   

  	
  355

  	
   

  	
  lf

  	
   

  	
  $

  	
  9.00

  	
   

  	
  $

  	
  3,195

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2" x 10" 2 hr
  firestop

  	
   

  	
  830

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  5,395

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  caulk/seal partitions to
  underside of precost deck

  	
   

  	
  7,850

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  47,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  102,490

  	
   

  
	
  7842

  	
   

  	
  Fire Resisitant Joint Systems

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1" x 10" 2 hr fire
  stopping at floor perimeter

  	
   

  	
  4,060

  	
   

  	
  lf

  	
   

  	
  $

  	
  9.00

  	
   

  	
  $

  	
  36,540

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  36,540

  	
   

  
	
  7920

  	
   

  	
  Joint Sealers

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Interior & exterior
  caulking

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  20,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Interior & exterior
  caulking

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  40,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  60,000

  	
   

  
	
  8110

  	
   

  	
  Metal Doors & Frames

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Frames

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hm frame w/ 1/4” safety glass @
  cage (9ea)

  	
   

  	
  160

  	
   

  	
  sf

  	
   

  	
  $

  	
  55.00

  	
   

  	
  $

  	
  8,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-0 x 7-0

  	
   

  	
  87

  	
   

  	
  ea

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  7,395

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6-0 x 8-0 w/ transom

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  130.00

  	
   

  	
  $

  	
  390

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-6 x 8-0

  	
   

  	
  4

  	
   

  	
  ea

  	
   

  	
  $

  	
  110.00

  	
   

  	
  $

  	
  440

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6-0 x 7-0

  	
   

  	
  32

  	
   

  	
  ea

  	
   

  	
  $

  	
  105.00

  	
   

  	
  $

  	
  3,360

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for rated frames

  	
   

  	
  35

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  set frames

  	
   

  	
  135

  	
   

  	
  ea

  	
   

  	
  $

  	
  56.25

  	
   

  	
  $

  	
  7,594

  	
   

  	
   

  	
   

  

 

Page 4 of 23

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion-Phase II    

  	
  April 25, 2002

  

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
  Doors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 1 - h.m. - 3'0" x 7'0"

  	
   

  	
  81

  	
   

  	
  ea

  	
   

  	
  $

  	
  175.00

  	
   

  	
  $

  	
  14,375

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  h.m. - 3'6" x 7'0"

  	
   

  	
  4

  	
   

  	
  ea

  	
   

  	
  $

  	
  185.00

  	
   

  	
  $

  	
  740

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 2 - h.m. - 3'0" x 7'0"

  	
   

  	
  33

  	
   

  	
  ea

  	
   

  	
  $

  	
  245.00

  	
   

  	
  $

  	
  8,085

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 4 - h.m. - 3'0" x 7'0"

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  265.00

  	
   

  	
  $

  	
  530

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for rated doors

  	
   

  	
  8

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  240

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hang doors

  	
   

  	
  120

  	
   

  	
  lvs

  	
   

  	
  $

  	
  54.00

  	
   

  	
  $

  	
  6,480

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Frames

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3-0 x 7-0

  	
   

  	
  202

  	
   

  	
  ea

  	
   

  	
  $

  	
  88.00

  	
   

  	
  $

  	
  17,776

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5-0 x 7-0

  	
   

  	
  20

  	
   

  	
  ea

  	
   

  	
  $

  	
  95.00

  	
   

  	
  $

  	
  1,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for label frames

  	
   

  	
  175

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  5,250

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  set h.m. frames - sgl

  	
   

  	
  202

  	
   

  	
  ea

  	
   

  	
  $

  	
  56.25

  	
   

  	
  $

  	
  11,363

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  set h.m. frames -dbl

  	
   

  	
  20

  	
   

  	
  ea

  	
   

  	
  $

  	
  58.50

  	
   

  	
  $

  	
  1,170

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Doors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  96,737

  	
   

  
	
  8211

  	
   

  	
  Wood Doors
  & Frames

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 1 - s.c. flush wood - 3'0" x 7'0"

  	
   

  	
  5

  	
   

  	
  ea

  	
   

  	
  $

  	
  190.00

  	
   

  	
  $

  	
  950

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  non vented louver panels above showrm doors

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  270.00

  	
   

  	
  $

  	
  810

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hang doors

  	
   

  	
  5

  	
   

  	
  lvs

  	
   

  	
  $

  	
  54.00

  	
   

  	
  $

  	
  270

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  guest room doors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 9 - s.c. wd w/ applied louvers - 3-0 x 7-0

  	
   

  	
  158

  	
   

  	
  lvs

  	
   

  	
  $

  	
  265.00

  	
   

  	
  $

  	
  41,870

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 6 - prehung- bl-fold closet - 2-0 x 7-0

  	
   

  	
  145

  	
   

  	
  lvs

  	
   

  	
  $

  	
  375.00

  	
   

  	
  $

  	
  54,375

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 7 sliding closet - 2-6 x 7-0

  	
   

  	
  26

  	
   

  	
  lvs

  	
   

  	
  $

  	
  220.00

  	
   

  	
  $

  	
  5,720

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 1 - s.c. flush wood - 3-0 x 7-0

  	
   

  	
  161

  	
   

  	
  lvs

  	
   

  	
  $

  	
  230.00

  	
   

  	
  $

  	
  37,030

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  corridors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 1 - s.c. flush wood - 3-0 x 7-0

  	
   

  	
  23

  	
   

  	
  lvs

  	
   

  	
  $

  	
  230.00

  	
   

  	
  $

  	
  5,290

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for label doors

  	
   

  	
  182

  	
   

  	
  lvs

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  5,460

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hang doors

  	
   

  	
  513

  	
   

  	
  lvs

  	
   

  	
  $

  	
  54.00

  	
   

  	
  $

  	
  27,702

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  179,477

  	
   

  
	
  8212

  	
   

  	
  Stile &
  Rall Wood Doors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 11 (french) - 3'0" x 7'0"

  	
   

  	
  12

  	
   

  	
  ea

  	
   

  	
  $

  	
  650.00

  	
   

  	
  $

  	
  7,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 12 - raised panel - 3'0" x 7'0"

  	
   

  	
  7

  	
   

  	
  ea

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  2,450

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 13 - raised pnl - 3'0" x 8'0" @ showrm

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  450.00

  	
   

  	
  $

  	
  2,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 14 - 3'0" x 7'0"

  	
   

  	
  11

  	
   

  	
  ea

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  3,850

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - mahogany @ mtg rms

  	
   

  	
  w/

  	
   

  	
  ea

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for rated doors

  	
   

  	
  27

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  810

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hang doors

  	
   

  	
  36

  	
   

  	
  lvs

  	
   

  	
  $

  	
  54.00

  	
   

  	
  $

  	
  1,944

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type 8- french door - 2-6 x 7-0

  	
   

  	
  14

  	
   

  	
  lvs

  	
   

  	
  $

  	
  650.00

  	
   

  	
  $

  	
  9,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hang doors

  	
   

  	
  14

  	
   

  	
  lvs

  	
   

  	
  $

  	
  54.00

  	
   

  	
  $

  	
  756

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  29,410

  	
   

  
	
  8710

  	
   

  	
  Finish
  Hardware

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  finish hardware allowance

  	
   

  	
  161

  	
   

  	
  ea

  	
   

  	
  $

  	
  450.00

  	
   

  	
  $

  	
  72,450

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  installation

  	
   

  	
  161

  	
   

  	
  ea

  	
   

  	
  $

  	
  180.00

  	
   

  	
  $

  	
  28,980

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  finish hardware allowance - guest/public areas

  	
   

  	
  181

  	
   

  	
  ea

  	
   

  	
  $

  	
  750.00

  	
   

  	
  $

  	
  135,750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  finish hardware allowance - balance

  	
   

  	
  188

  	
   

  	
  ea

  	
   

  	
  $

  	
  125.00

  	
   

  	
  $

  	
  23,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  installation

  	
   

  	
  369

  	
   

  	
  ea

  	
   

  	
  $

  	
  180.00

  	
   

  	
  $

  	
  66,420

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  note: no spec issued

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  327,100

  	
   

  
	
  9212

  	
   

  	
  Spray-On
  Acoustical/Thermal Treatment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  thermal spray at parking roof deck

  	
   

  	
  92,200

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.50

  	
   

  	
  $

  	
  230,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  230,500

  	
   

  
																		

 

Page 5 of 23

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion-Phase II    

  	
  April 25, 2002

  

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  9255

  	
   

  	
  Gypsum Board Assemblies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type A - to 14' ht

  	
   

  	
  18,760

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.20

  	
   

  	
  $

  	
  78,792

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type A1 - to 14' ht

  	
   

  	
  7,255

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.31

  	
   

  	
  $

  	
  31,269

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - to 27' ht

  	
   

  	
  1,855

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.15

  	
   

  	
  $

  	
  7,698

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type A3 - to 14' ht

  	
   

  	
  378

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.97

  	
   

  	
  $

  	
  1,879

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AA - to 14' ht

  	
   

  	
  15,270

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.09

  	
   

  	
  $

  	
  62,454

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AA1 - to 14' ht

  	
   

  	
  1,288

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.29

  	
   

  	
  $

  	
  4,238

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AB - to
  4"-6" ht

  	
   

  	
  806

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.92

  	
   

  	
  $

  	
  4,772

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AB - 5" dia.
  Circular- to 3'6" ht

  	
   

  	
  126

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.22

  	
   

  	
  $

  	
  1,036

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AB - mtl stud
  framing only - 7'6" to  16' dia.
  - to 5'2" ht

  	
   

  	
  196

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.95

  	
   

  	
  $

  	
  1,754

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type AB - gwb one side
  only - to 6'8" ht

  	
   

  	
  1,050

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.95

  	
   

  	
  $

  	
  4,148

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type B - to 14' ht

  	
   

  	
  322

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.28

  	
   

  	
  $

  	
  1,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type B1 - to 20' ht

  	
   

  	
  1,484

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.35

  	
   

  	
  $

  	
  7,939

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type B1 - to 28' ht

  	
   

  	
  2,418

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.35

  	
   

  	
  $

  	
  12,936

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type C - to 14' ht

  	
   

  	
  5,700

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.01

  	
   

  	
  $

  	
  39,957

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type C1 - to 14' ht

  	
   

  	
  10,990

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.12

  	
   

  	
  $

  	
  78,249

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type CC - to 14' ht

  	
   

  	
  4,620

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.48

  	
   

  	
  $

  	
  29,938

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type E - to 14' ht

  	
   

  	
  754

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.90

  	
   

  	
  $

  	
  4,449

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F - to 12' ht

  	
   

  	
  4,386

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.90

  	
   

  	
  $

  	
  12,719

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F1 - to 14' ht

  	
   

  	
  1,270

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.98

  	
   

  	
  $

  	
  3,785

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F1 - to 14' ht -
  column covers

  	
   

  	
  3,580

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.98

  	
   

  	
  $

  	
  10,668

  	
   

  	
   

  	
   

  
	
  9255

  	
   

  	
  Gypsum Board Assemblles (cont'd)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F2 - to 20' ht

  	
   

  	
  5,030

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.81

  	
   

  	
  $

  	
  14,134

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F2 - to 20' ht -
  column covers

  	
   

  	
  5,640

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.75

  	
   

  	
  $

  	
  21,150

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  sloped mtl stud partition at
  ATM

  	
   

  	
  145

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  653

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8" interior gwb @
  exterior mtl stud framing

  	
   

  	
  40,410

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.35

  	
   

  	
  $

  	
  54,554

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8" glass mat gypsum
  sheathing

  	
   

  	
  48,280

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.95

  	
   

  	
  $

  	
  94,146

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8" glas mat gyp
  sheathing @ Porte Cochere

  	
   

  	
  4,100

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.95

  	
   

  	
  $

  	
  7,995

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  suspended gwb celling

  	
   

  	
  22,239

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.00

  	
   

  	
  $

  	
  177,912

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  gwb fascia?

  	
   

  	
  2,408

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  36,120

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  gwb light cove

  	
   

  	
  677

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  23,695

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8" gwb over existing
  elfs @ casino tie-inr

  	
   

  	
  3,542

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.25

  	
   

  	
  $

  	
  7,970

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  suspended/isolated gwb system
  in mezzanine

  	
   

  	
  7,385

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  88,620

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1/4" x 1/4" wire mesh
  bird screen

  	
   

  	
  170

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  595

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  acoustical caulk

  	
   

  	
  4,856

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  $

  	
  6,070

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  exterior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8" interior gwb on
  exterior mtl stud frame

  	
   

  	
  28,785

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.35

  	
   

  	
  $

  	
  38,860

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1/2"glass mat gyp.
  sheathing

  	
   

  	
  34,726

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.95

  	
   

  	
  $

  	
  67,716

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6 mil poly vapor retarder

  	
   

  	
  34,726

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.06

  	
   

  	
  $

  	
  2,084

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Interior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type A

  	
   

  	
  34,792

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.20

  	
   

  	
  $

  	
  146,126

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type B

  	
   

  	
  40,460

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.28

  	
   

  	
  $

  	
  213,629

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type B1

  	
   

  	
  6,368

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.35

  	
   

  	
  $

  	
  34,069

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type C

  	
   

  	
  4,744

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.00

  	
   

  	
  $

  	
  33,208

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type CC

  	
   

  	
  18,094

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.48

  	
   

  	
  $

  	
  117,249

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type E1

  	
   

  	
  10,900

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.40

  	
   

  	
  $

  	
  58,860

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type F

  	
   

  	
  3,904

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.90

  	
   

  	
  $

  	
  11,322

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  column covers - partiton type
  F1

  	
   

  	
  3,648

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.00

  	
   

  	
  $

  	
  10,944

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  acoustical caulk

  	
   

  	
  12,000

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  12,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  suspended gwb celling @ guest
  rms

  	
   

  	
  7,285

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  23,676

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  suspended gwb celling @
  corridors

  	
   

  	
  4,922

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  15,997

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,719,730

  	
   

  
																	

 

Page 6 of 23

 

 

Wheeling Downs Gaming &
Entertainment Facility Expansion-Phase
II                                                                           April
25, 2002

GMP Trade Contract Breakdowns

 

	
  SPEC SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT
  TOTAL

  	
   

  
	
  9265

  	
   

  	
  Gypsum Board Shaft Wall Assemblies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2 hr horiz shaftwall assbly at
  storefront - 12 sf ea

  	
   

  	
  5

  	
   

  	
  loc

  	
   

  	
  $

  	
  120.00

  	
   

  	
  $

  	
  600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type D - to 14' ht

  	
   

  	
  2,618

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.95

  	
   

  	
  $

  	
  15,577

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - to 22' ht

  	
   

  	
  682

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.87

  	
   

  	
  $

  	
  4,003

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  partiton type C

  	
   

  	
  5,552

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.00

  	
   

  	
  $

  	
  38,864

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  triangular floor infill at
  curtain wall - 12 sf ea

  	
   

  	
  5

  	
   

  	
  loc

  	
   

  	
  $

  	
  180.00

  	
   

  	
  $

  	
  900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  59,944

  	
   

  
	
  9511

  	
   

  	
  Acoustical Panal Cellings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24" * 24" act - type
  AP-l @ lower level

  	
   

  	
  10,629

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.62

  	
   

  	
  $

  	
  38,477

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24" * 48" act - type
  AP-la @ main floor

  	
   

  	
  4,809

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.62

  	
   

  	
  $

  	
  17,409

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24" * 48" act - AP-2

  	
   

  	
  3,501

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.20

  	
   

  	
  $

  	
  7,702

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  24" * 48" act - AP-3

  	
   

  	
  2,612

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.95

  	
   

  	
  $

  	
  10,317

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  act - AP-4

  	
   

  	
  1,830

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.89

  	
   

  	
  $

  	
  5,289

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  act - non spec'd - assumed AP-4

  	
   

  	
  2,716

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.89

  	
   

  	
  $

  	
  7,849

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  act - non spec'd - assumed
  AP-4a

  	
   

  	
  395

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.89

  	
   

  	
  $

  	
  1,142

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  susp act in armored truck bay

  	
   

  	
  667

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.62

  	
   

  	
  $

  	
  2,415

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  act in office 109 - no
  designation

  	
   

  	
  124

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.62

  	
   

  	
  $

  	
  449

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 2%

  	
   

  	
  546

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  818

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  suspended act - 24"
  *24"

  	
   

  	
  6,174

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.75

  	
   

  	
  $

  	
  16,979

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  108,845

  	
   

  
	
  *****

  	
   

  	
  Miscellaneous

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  facade construction

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  50,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  50,000

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  82,212

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  82,212

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 117 - TOTAL

  	
   

  	
  $

  	
  4,860,334

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 119 - EXTERIOR ROOFING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5810

  	
   

  	
  Expension Joint Cover Assemblies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  roof assemblies - flat roof to
  flat roof

  	
   

  	
  321

  	
   

  	
  lf

  	
   

  	
  $

  	
  40.00

  	
   

  	
  $

  	
  12,840

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  roof assemblies - roof to wall

  	
   

  	
  455

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  10,010

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  22,850

  	
   

  
	
  7412

  	
   

  	
  Corragated Metal Roof Panets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  standing seam mtl roofing

  	
   

  	
  3,450

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.65

  	
   

  	
  $

  	
  22,943

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  self adhering sheet
  underlayment

  	
   

  	
  3,450

  	
   

  	
  sf

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  slip sheet

  	
   

  	
  3,450

  	
   

  	
  sf

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1-7/8"
  "firestall" roof deck

  	
   

  	
  3,450

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  22,425

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  45,368

  	
   

  
	
  7531

  	
   

  	
  EPDM Single-Ply Membrance Roofing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  60 ml EPDM roofing membrane

  	
   

  	
  77,000

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.60

  	
   

  	
  $

  	
  200,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  aggregate ballest - 13 # / sf

  	
   

  	
  501

  	
   

  	
  tons

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" polylso rigid Insul -
  flat

  	
   

  	
  71,700

  	
   

  	
  sf

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - tapered 4 - 6-1/2"

  	
   

  	
  5,300

  	
   

  	
  sf

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane flashing

  	
   

  	
  9,962

  	
   

  	
  sf

  	
   

  	
  w/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  roof drain flashing

  	
   

  	
  56

  	
   

  	
  ea

  	
   

  	
  $

  	
  90.00

  	
   

  	
  $

  	
  5,040

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  boot flashing @ vents

  	
   

  	
  36

  	
   

  	
  ea

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  2,340

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane vent flashing

  	
   

  	
  17

  	
   

  	
  loc

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  1,105

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane roof drain flashing

  	
   

  	
  8

  	
   

  	
  loc

  	
   

  	
  $

  	
  90.00

  	
   

  	
  $

  	
  720

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  209,405

  	
   

  

 

Page 7 of 23

 

Wheeling Downs Gaming &
Entertainment Facility Expansion - Phase
II                                                                           April
25,2002

GMP Trade Contract Breakdowns

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  7540

  	
   

  	
  Thermoplastic Membrane Roofing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  60 mil TPO membrane - fully
  adhered 

  	
   

  	
  6,400

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.55

  	
   

  	
  $

  	
  29,120

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  polyiso bd - 4” flat

  	
   

  	
  5,400

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - tapered - 4” - 12”

  	
   

  	
  1,000

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane flashing

  	
   

  	
  1,178

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  60 mil f.s. roofing membrane

  	
   

  	
  17,565

  	
   

  	
  sf

  	
   

  	
  $

  	
  4.55

  	
   

  	
  $

  	
  79,921

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane flashing

  	
   

  	
  3,255

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  polysio bd - tapered 2” - 10”

  	
   

  	
  13,960

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  polysio bd - tapered 2” - 17”

  	
   

  	
  3,605

  	
   

  	
  sf

  	
   

  	
  W/above

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  109,041

  	
   

  
	
  7620

  	
   

  	
  Sheet Metal Flashing & Trim

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  20 oz copper flashing @ roof
  top eq curbs - 10” W.

  	
   

  	
  467

  	
   

  	
  sf

  	
   

  	
  $

  	
  16.00

  	
   

  	
  $

  	
  7,472

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal coping cap

  	
   

  	
  1,375

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  24,750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  gravel stop

  	
   

  	
  510

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  6,120

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/8” x 4” perf. metal retaining
  bar @ showrm roof

  	
   

  	
  410

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  615

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  exp. Jt. cover assembly

  	
   

  	
  330

  	
   

  	
  lf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  11,550

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4” coounter flashing

  	
   

  	
  1,345

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.00

  	
   

  	
  $

  	
  10,760

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  13” exp jt cover @ existing

  	
   

  	
  352

  	
   

  	
  lf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  12,320

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  scuppers

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  250.00

  	
   

  	
  $

  	
  750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  alum gutter

  	
   

  	
  144

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  1,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  alum downspouts

  	
   

  	
  173

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  1,038

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Parte Cochere

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  (Illegible)

  	
   

  	
  282

  	
   

  	
   

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  1,833

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concealed gutters

  	
   

  	
  295

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  4,425

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  down spouts

  	
   

  	
  70

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  840

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Interior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Interior coping @ “Display
  Balcony” @ Casino Bar

  	
   

  	
  18

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  216

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal coping cap

  	
   

  	
  676

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  10,140

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal gravel stop

  	
   

  	
  105

  	
   

  	
  lf

  	
   

  	
  $

  	
  9.00

  	
   

  	
  $

  	
  945

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  94,854

  	
   

  
	
  7710

  	
   

  	
  Manufactured Roofing Specialist

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal-stop type snow gaurds

  	
   

  	
  1,548

  	
   

  	
  ea

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  5,418

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  splash blocks

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  175.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  pc roof walkway pavers

  	
   

  	
  940

  	
   

  	
  lf

  	
   

  	
  $

  	
  10.00

  	
   

  	
  $

  	
  9,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  membrane roof walkway pads

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  2,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  18,368

  	
   

  
	
  7720

  	
   

  	
  Roof Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6” sq; roof vents

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  6,000

  	
   

  	
  $

  	
  12,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  alum gutter @ override

  	
   

  	
  24

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  180

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  alum downspout

  	
   

  	
  6

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  36

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  splash block

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  $

  	
  175.00

  	
   

  	
  $

  	
  175

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  30” x 36” roof hatch - 2hr

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,000

  	
   

  	
  $

  	
  2,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  14,391

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  8,849

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  8,849

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT - U9- TOTAL

  	
   

  	
  $

  	
  523,125

  	
   

  
																			

 

Page 8 of 23

 

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion - Phase II

  	
  April 25, 2002

  
	
  GMP Trade
  Contract Breakdowns

  	
   

  

 

	
  SPEC 

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 121
  WINDOWS / ENTRANCES / CURTAINWALL / SKYLIGHTS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8410

  	
   

  	
  Aluminum
  Entrances & Storefronts

  Door Type 3 (wide stile)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  aluminum
  -3'0"x7'0"

  	
   

  	
  13

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,600

  	
   

  	
  $

  	
  20,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Door Type 10 (full glass w/ muntins-french)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  aluminum -
  3'0" x 8'0" 

  	
   

  	
  20

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,800

  	
   

  	
  $

  	
  36,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window type
  E2

  	
   

  	
  401

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  14,035

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  new bus lobby vestibule

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  50,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window -
  type E-5

  	
   

  	
  '362

  	
   

  	
  sf

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  16,290

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  137,125

  	
   

  
	
  8462

  	
   

  	
  Swinging Automatic Entrance Door

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  power assist
  operators

  	
   

  	
  2

  	
   

  	
  leaf

  	
   

  	
  $

  	
  3,000

  	
   

  	
  $

  	
  6,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  6,000

  	
   

  
	
  8520

  	
   

  	
  Aluminum
  Windows

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window type
  E1

  	
   

  	
  140

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  4,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type E3

  	
   

  	
  277

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  9,695

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  type E4

  	
   

  	
  258

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  9,030

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window
  w/louver-type E-6-3-6 x 6-5

  	
   

  	
  186

  	
   

  	
  ea

  	
   

  	
  $

  	
  740.00

  	
   

  	
  $

  	
  100,640

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window -
  type E-7-7-6 x 5-0

  	
   

  	
  34

  	
   

  	
  ea

  	
   

  	
  $

  	
  2,520

  	
   

  	
  $

  	
  85,680

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  window -
  type E-9-3-6 x 5-0

  	
   

  	
  4

  	
   

  	
  ea

  	
   

  	
  $

  	
  672.00

  	
   

  	
  $

  	
  2,688

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  212,633

  	
   

  
	
  8620

  	
   

  	
  Unit
  Skylights

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  15' sq
  pyramid skylight

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  17,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  17,500

  	
   

  
	
  8840

  	
   

  	
  Plastic Glazing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  typ. w/ associated componenets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  decorative
  frosted glass panels at registration desk

  	
   

  	
  64

  	
   

  	
  sf

  	
   

  	
  $

  	
  50.00

  	
   

  	
  $

  	
  3,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  full ht wall
  mirrors in dressing rooms 

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,200

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  6,477

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  6,477

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 121 TOTAL

  	
   

  	
  $

  	
  382,935

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 123 - ELEVATORS 
  & ESCALATORS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  14210

  	
   

  	
  Traction Elevators

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Elev #2 & 3 - Hotel Passenger - painted cab

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  227,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Elev #4 -
  Hotel Service s.s cab.

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  141,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  368,800

  	
   

  
	
  14240

  	
   

  	
  Hydraulic
  Elevators

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Elev #1 -
  Casino Lobby - painted cab

  	
   

  	
  3

  	
   

  	
  stop

  	
   

  	
  —

  	
   

  	
  $

  	
  59,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  59,000

  	
   

  
	
  14310

  	
   

  	
  Escalators

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Lobby
  Escalators

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  194,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  194,000

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  10,699

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,699

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 123 - TOTAL

  	
   

  	
  $

  	
  632,499

  	
   

  

 

Page 9 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 125-MISCELLANEOUS & ORNAMENTAL METALS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5500

  	
   

  	
  Metal
  Fabrications

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concrete
  filled steel pipe bollards w/ foundation

  	
   

  	
  15

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  2,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3” x 3” t.r.
  posts

  	
   

  	
  1.43

  	
   

  	
  ton

  	
   

  	
  $

  	
  2,250

  	
   

  	
  $

  	
  3,206

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  2” x 3” x
  3/8” angles-straight

  	
   

  	
  1,020

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  1,224

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto -
  radiused

  	
   

  	
  1,322

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.48

  	
   

  	
  $

  	
  1,957

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  setsmic
  lateral support

  	
   

  	
  2,755

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.40

  	
   

  	
  $

  	
  3,857

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  loose
  lintels at cmu partitions

  	
   

  	
  2,013

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  2,416

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  cont. stud
  support angle-t&b of beam

  	
   

  	
  11,175

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  13,410

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  head support
  at operable partitions

  	
   

  	
  98

  	
   

  	
  lf

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  2,450

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  elevator
  sill angles

  	
   

  	
  1,344

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  1,613

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  roof access
  ladders

  	
   

  	
  52

  	
   

  	
  vlf

  	
   

  	
  $

  	
  75.00

  	
   

  	
  $

  	
  3,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  retractable
  fixed wall ladder

  	
   

  	
  14

  	
   

  	
  vlf

  	
   

  	
  $

  	
  225.00

  	
   

  	
  $

  	
  3,150

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  elevator pit
  ladders

  	
   

  	
  32

  	
   

  	
  vlf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  1,920

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  armored
  truck bay dock edge angle

  	
   

  	
  314

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  377

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  loose
  lintels @ ditto

  	
   

  	
  65

  	
   

  	
  lbs

  	
   

  	
  $

  	
  1.20

  	
   

  	
  $

  	
  78

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc metals

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  47,057

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5511

  	
   

  	
  Metal Stairs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Stair #1
  & 2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  11’-0” wide
  mtl pan treads

  	
   

  	
  32

  	
   

  	
  rsr

  	
   

  	
  $

  	
  900.00

  	
   

  	
  $

  	
  28,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  288

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  10,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Stair #4

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  16’-9” wide
  mti pan treads (2 pcs)

  	
   

  	
  22

  	
   

  	
  rsr

  	
   

  	
  $

  	
  1,300

  	
   

  	
  $

  	
  28,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  83

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  2,905

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Stair #5, 6,
  7

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5’-0” wide
  mtl pan treads

  	
   

  	
  144

  	
   

  	
  rsr

  	
   

  	
  $

  	
  325.00

  	
   

  	
  $

  	
  46,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  630

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  22,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Stair #9

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  16’-0” wide
  mtl pan treads

  	
   

  	
  24

  	
   

  	
  rsr

  	
   

  	
  $

  	
  1,200

  	
   

  	
  $

  	
  28,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  80

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  2,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Stair #10

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6’-0” wide
  mtl pan treads

  	
   

  	
  24

  	
   

  	
  rsr

  	
   

  	
  $

  	
  425.00

  	
   

  	
  $

  	
  10,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  30

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Showroom

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B’ wide mtl
  pan treads

  	
   

  	
  4

  	
   

  	
  rsr

  	
   

  	
  $

  	
  500.00

  	
   

  	
  $

  	
  2,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5’ wide

  	
   

  	
  18

  	
   

  	
  rsr

  	
   

  	
  $

  	
  325.00

  	
   

  	
  $

  	
  5,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  28’ wide -
  radiused

  	
   

  	
  4

  	
   

  	
  rsr

  	
   

  	
  $

  	
  2,800

  	
   

  	
  $

  	
  11,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5511

  	
   

  	
  Metal Stairs
  (cont'd)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #5 & #7 (from UL to 5th II)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  stairs - 4’-0” wide

  	
   

  	
  176

  	
   

  	
  rsr

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  61,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal pan
  landings

  	
   

  	
  570

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  19,950

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  282,035

  	
   

  
	
  5521

  	
   

  	
  Pipe &
  Tube Railings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Wall mtd
  hand rail

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  inside
  showroom

  	
   

  	
  86

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  1,892

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stairs
  #4,5,6,7,9,10,11

  	
   

  	
  416

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  7,488

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  @ ramps

  	
   

  	
  152

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  2,736

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  @ armored
  truck bay stair

  	
   

  	
  7

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  126

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  post mtd
  handrail

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Inside
  showroom-single line

  	
   

  	
  93

  	
   

  	
  lf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  5,580

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Inside
  showroom-single line

  	
   

  	
  116

  	
   

  	
  lf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  6,960

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  showroom
  boardwalk ramp-single line

  	
   

  	
  60

  	
   

  	
  lf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #4, 9,
  10

  	
   

  	
  404

  	
   

  	
  lf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  24,240

  	
   

  	
   

  	
   

  

 

Page 10 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT
  TOTAL

  	
   

  
	
   

  	
   

  	
  exterior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1-1/2” die
  steel ballustrade rail

  	
   

  	
  125

  	
   

  	
  lf

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  10,625

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Building Ramp / stairs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  42” ht
  handrail @ tops of walls

  	
   

  	
  100

  	
   

  	
  lf 

  	
   

  	
  $

  	
  75.00

  	
   

  	
  $

  	
  7,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ramp
  handrails

  	
   

  	
  118

  	
   

  	
  lf 

  	
   

  	
  $

  	
  75.00

  	
   

  	
  $

  	
  8,850

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair wall
  mtd handrails

  	
   

  	
  33

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  726

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  post mtd
  center handrails

  	
   

  	
  33

  	
   

  	
  lf

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  1,980

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stair #5 & #7

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall mtd handrail

  	
   

  	
  242

  	
   

  	
  lf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  3,630

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  85,933

  	
   

  
	
  5720

  	
   

  	
  Ornamental
  Handrails & Rallings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  post mtd
  ballustrade handrall-banana leaf pattern stair # 1 & 2 and lobby balcony
  rails

  	
   

  	
  267

  	
   

  	
  lf

  	
   

  	
  $

  	
  175.00

  	
   

  	
  $

  	
  46,725

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  brass raillings

  	
   

  	
   

  	
   

  	
  w / millwork

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  46,725

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  7,945

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  7,945

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 125 Total

  	
   

  	
  $

  	
  469,695

  	
   

  
	
   

  	
   

  	
  CONTRACT 127 MASONRY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4810

  	
   

  	
  Unit Masonry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" cmu
  3 hr wall

  	
   

  	
  3,500

  	
   

  	
  sf

  	
   

  	
  $

  	
  14.45

  	
   

  	
  $

  	
  50,575

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" cmu
  partitions - type G

  	
   

  	
  3,450

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.10

  	
   

  	
  $

  	
  34,845

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" cmu
  partitions - type G2

  	
   

  	
  910

  	
   

  	
  sf

  	
   

  	
  $

  	
  11.50

  	
   

  	
  $

  	
  10,460

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8” cmu bond
  beam

  	
   

  	
  338

  	
   

  	
  lf

  	
   

  	
  $

  	
  11.00

  	
   

  	
  $

  	
  3,718

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extend
  existing cmu parapet (incl. coping removal)

  	
   

  	
  70

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  masonry
  haunch at truck bay floor stab

  	
   

  	
  30

  	
   

  	
  lf

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8” cmu
  partitions @ truck bay

  	
   

  	
  385

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.10

  	
   

  	
  $

  	
  3,889

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  grout fill
  hrn framed

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  30

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  simulated
  stone-24” sq. medallions

  	
   

  	
  11

  	
   

  	
  ea

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  3,850

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  thin brick
  venser at showrm wall

  	
   

  	
  560

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.00

  	
   

  	
  $

  	
  4,480

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  113,647

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  1,955

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,955

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 127 TOTAL

  	
   

  	
  $

  	
  115,602

  	
   

  
	
  CONTRACT 129 OVERHEAD COILING DOORS / GRILLES / SECTIONAL DOORS /
  DOCK EQUIPMENT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8331

  	
   

  	
  Overhead
  Coilling Doors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  door type 16

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  security -
  6-0 x 7-0

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,100

  	
   

  	
  $

  	
  2,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8-0 x 10-0

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,200

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3 hr-12-0 x
  10-0

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  $

  	
  3,500

  	
   

  	
  $

  	
  3,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12-0 x 10-0

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  $

  	
  2,600

  	
   

  	
  $

  	
  2,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rem and
  relocate @ armored truck bay- 12 x 10

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  1,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  12,900

  	
   

  
	
  8334

  	
   

  	
  Overhead
  Coiling Grilles

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Door Type
  15-6’0” x 7’0”

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,600

  	
   

  	
  $

  	
  3,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  metal roll
  down grilles in food court - 11-0 x 4-2

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  1,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - 13 x
  4-2

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,800

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - 8-0
  x 4-2

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  1,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,100

  	
   

  

 

Page 11 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  11160

  	
   

  	
  Loading Dock
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  dock bumpers

  	
   

  	
  33

  	
   

  	
  lf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  1,155

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  dock leveler

  	
   

  	
  4

  	
   

  	
  ea

  	
   

  	
  $

  	
  4,500

  	
   

  	
  $

  	
  18,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  19,155

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  725

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  725

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 129 TOTAL

  	
   

  	
  $

  	
  42,880

  	
   

  
	
  CONTRACT 131 INTERIOR CONSTRUCTION

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2070

  	
   

  	
  Selective
  Demolition

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  saw cut & rem existing "elfs" at exterior wall

  	
   

  	
  710

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.65

  	
   

  	
  $

  	
  1,882

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  aromred truck bay

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  raw cut concrete floor

  	
   

  	
  28

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.30

  	
   

  	
  $

  	
  36

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rem concrete floor

  	
   

  	
  296

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  2,220

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  load & haul removals

  	
   

  	
  6

  	
   

  	
  cy

  	
   

  	
  $

  	
  55.00

  	
   

  	
  $

  	
  330

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  exist casino tie in

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  raw cut exist ext walls

  	
   

  	
  360

  	
   

  	
  lf

  	
   

  	
  $

  	
  2.75

  	
   

  	
  $

  	
  990

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rem 8" cmu walls

  	
   

  	
  672

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.45

  	
   

  	
  $

  	
  2,318

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rem eifs

  	
   

  	
  336

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  420

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rem mtl stud frame w/ gwb

  	
   

  	
  1,008

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.30

  	
   

  	
  $

  	
  3,326

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  load & haul removals

  	
   

  	
  56

  	
   

  	
  cy

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  1,680

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  temp support for ex steel frame

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  10,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  23,203

  	
   

  
	
  6105

  	
   

  	
  Rough
  Carpentry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  roof
  blocking

  	
   

  	
  17.3

  	
   

  	
  mbf

  	
   

  	
  $

  	
  1,960

  	
   

  	
  $

  	
  33,908

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  1/2"
  cdx" plywood

  	
   

  	
  1,240

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  $

  	
  1,550

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3/4"
  p.t. plywood

  	
   

  	
  830

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.35

  	
   

  	
  $

  	
  1,121

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood
  blocking areas for kitchen

  	
   

  	
  397

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.00

  	
   

  	
  $

  	
  3,870

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc wood
  blocking

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  10,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  treated wood
  blocking @ roof

  	
   

  	
  1.16

  	
   

  	
  mbf

  	
   

  	
  $

  	
  1,960

  	
   

  	
  $

  	
  2,274

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc wood
  blocking

  	
   

  	
  2.42

  	
   

  	
  mbf

  	
   

  	
  $

  	
  1,800

  	
   

  	
  $

  	
  4,349

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3/4"
  pressure treaded plywood

  	
   

  	
  3,136

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.35

  	
   

  	
  $

  	
  4,234

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  61,305

  	
   

  
	
  6402

  	
   

  	
  Interior
  Architectural Woodwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Exterior

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  beadboard
  panels @ porte cochere ceilling

  	
   

  	
  2,228

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.75

  	
   

  	
  $

  	
  12,811

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood slat
  screen w/ frame @ porte cochere

  	
   

  	
  525

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.00

  	
   

  	
  $

  	
  5,250

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Casino Bar

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  curved front
  bar & back bar

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  58,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wait station
  base w/ countertop

  	
   

  	
  26

  	
   

  	
  lf

  	
   

  	
  $

  	
  255.00

  	
   

  	
  $

  	
  6,503

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  bar support
  base w/ countertop & wall cab

  	
   

  	
  14

  	
   

  	
  lf

  	
   

  	
  $

  	
  350.00

  	
   

  	
  $

  	
  4,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Casino cage

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.lam steel
  lined back to back island base cabinets w/ counter

  	
   

  	
  28

  	
   

  	
  lf

  	
   

  	
  $

  	
  475.00

  	
   

  	
  $

  	
  13,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.lam
  customer service counters (8 ea)

  	
   

  	
  45

  	
   

  	
  lf

  	
   

  	
  $

  	
  485.00

  	
   

  	
  $

  	
  21,825

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  painted GFRC
  column cover (8' ht) w/ dbl stud framing

  	
   

  	
  5

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,200

  	
   

  	
  $

  	
  6,000

  	
   

  	
   

  	
   

  

 

Page 12 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
  Prefunction / Corridors

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4"
  crown molding @ light cove - transp fin.

  	
   

  	
  180

  	
   

  	
  lf

  	
   

  	
  $

  	
  14.00

  	
   

  	
  $

  	
  2,520

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" wood
  trim at light cove - transp fin.

  	
   

  	
  190

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  2,160

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" wd
  base - transparent finish

  	
   

  	
  425

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  5,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" wd
  chair rail - transparent finish

  	
   

  	
  314

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  3,768

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6"
  crown molding - transparent finish

  	
   

  	
  384

  	
   

  	
  lf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  6,912

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.lam w/wd
  trim phone divider panels ind shelves

  	
   

  	
  9

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,200

  	
   

  	
  $

  	
  10,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  coming
  attractions display case

  	
   

  	
  10

  	
   

  	
  lf

  	
   

  	
  $

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Green & Dressing Rooms

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall &
  base cabinets w/countertop @ kitchenette

  	
   

  	
  32

  	
   

  	
  lf

  	
   

  	
  $

  	
  200.00

  	
   

  	
  $

  	
  6,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  shelf with
  hanger rod @ green rooms

  	
   

  	
  14

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  308

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  30"
  deep millwork @ dressing rooms

  	
   

  	
  30

  	
   

  	
  lf

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  2,550

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  shelf with
  hanger rod @ dressing rooms

  	
   

  	
  33

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  726

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Back-of-House Corridort

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" wd
  trim - opaque fin

  	
   

  	
  870

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.00

  	
   

  	
  $

  	
  3,480

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" wd
  trim - opaque fin

  	
   

  	
  870

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.15

  	
   

  	
  $

  	
  3,611

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  T1.11
  plywood wainscot

  	
   

  	
  3,480

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.75

  	
   

  	
  $

  	
  6,090

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Toilet Rooms

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.1 lam
  countertop w/ backsplash & apron - 24" d

  	
   

  	
  160

  	
   

  	
  lf

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  13,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  plastic
  laminate trim at cove light

  	
   

  	
  124

  	
   

  	
  lf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  2,728

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Registration

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hotel front
  desk & back counter

  	
   

  	
  46

  	
   

  	
  lf

  	
   

  	
  $

  	
  550.00

  	
   

  	
  $

  	
  25,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vanity
  counter & cabinet at toilet room 195

  	
   

  	
  3

  	
   

  	
  lf

  	
   

  	
  $

  	
  300.00

  	
   

  	
  $

  	
  900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  plastic
  laminate countertop & cabinets (business center)

  	
   

  	
  19

  	
   

  	
  lf

  	
   

  	
  $

  	
  190.00

  	
   

  	
  $

  	
  3,610

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.lam
  countertop, base & wall cabinets (administration area)

  	
   

  	
  15

  	
   

  	
  lf

  	
   

  	
  $

  	
  360.00

  	
   

  	
  $

  	
  5,220

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4 tiered
  sloped carpeted baggage shelving

  	
   

  	
  30

  	
   

  	
  lf

  	
   

  	
  $

  	
  325.00

  	
   

  	
  $

  	
  9,588

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  plastic
  laminate countertop & cabinet (box office area)

  	
   

  	
  5

  	
   

  	
  lf

  	
   

  	
  $

  	
  210.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" wd
  base - transp fin

  	
   

  	
  40

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.15

  	
   

  	
  $

  	
  166

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Retail

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  cash wrap
  counter

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  5,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  slat wall
  displays w/ base cab

  	
   

  	
  2

  	
   

  	
  as

  	
   

  	
  —

  	
   

  	
  $

  	
  4,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  storage
  shelving

  	
   

  	
  90

  	
   

  	
  lf

  	
   

  	
  $

  	
  28.00

  	
   

  	
  $

  	
  2,520

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  p.lam
  counter w/ base & wall cab @ office

  	
   

  	
  12

  	
   

  	
  lf

  	
   

  	
  $

  	
  365.00

  	
   

  	
  $

  	
  4,380

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood face
  trim at underside of softfit

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  w/ theming

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood panel
  fascia

  	
   

  	
  92

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  1,104

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" wd
  base - transp fin.

  	
   

  	
  145

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  943

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4"
  crown molding @ light cove - transit fin.

  	
   

  	
  105

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  1,260

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" wood
  trim at light cove - transp fin.

  	
   

  	
  105

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  1,260

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Elevator Cabs-3 cabs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  celling latice

  	
   

  	
  73

  	
   

  	
  sf

  	
   

  	
  —

  	
   

  	
  $

  	
  17,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  bamboo mat panels

  	
   

  	
  105

  	
   

  	
  sf

  	
   

  	
  —

  	
   

  	
  w/

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  plastic laminate wall panels

  	
   

  	
  168

  	
   

  	
  sf

  	
   

  	
  —

  	
   

  	
  w/

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  crash rail

  	
   

  	
  24

  	
   

  	
  lf

  	
   

  	
  —

  	
   

  	
  w/

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  tambour trim

  	
   

  	
  42

  	
   

  	
  lf

  	
   

  	
  —

  	
   

  	
  w/

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Restaurants

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  restaurant booth seating - 'U' shaped

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  79,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  restaurant booth seating - straight

  	
   

  	
  230

  	
   

  	
  lf

  	
   

  	
  —

  	
   

  	
  w/

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  bar, bar back counter and canopy

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  47,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hostess stand & back panel

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  8,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  display case

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  3,800

  	
   

  	
   

  	
   

  

 

Page 13 of 23

 

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
  Showroom

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" x 8" x 5/8" plywood wall
  panels @ stage

  	
   

  	
  160

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.45

  	
   

  	
  $

  	
  232

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood siding

  	
   

  	
  1,971

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.25

  	
   

  	
  $

  	
  6,406

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" wood trim - op fin

  	
   

  	
  23

  	
   

  	
  lf

  	
   

  	
  $

  	
  11.10

  	
   

  	
  $

  	
  255

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  18"
  wood trim - op fin

  	
   

  	
  23

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.60

  	
   

  	
  $

  	
  290

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  9" crown molding - op fin

  	
   

  	
  127

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  762

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8"
  crown molding - op fin

  	
   

  	
  127

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.25

  	
   

  	
  $

  	
  921

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood veneer
  panels - transp fin

  	
   

  	
  159

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  1,034

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  bar at
  showroom per food service drawings

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Meeting Rooms

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  solid
  surface countertops

  	
   

  	
  48

  	
   

  	
  lf

  	
   

  	
  $

  	
  75.00

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  storage cab,
  w/non vented louvered pnl doors

  	
   

  	
  48

  	
   

  	
  lf

  	
   

  	
  $

  	
  110.00

  	
   

  	
  $

  	
  5,280

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood floor
  base - white oak

  	
   

  	
  275

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.15

  	
   

  	
  $

  	
  1,141

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood chair
  rall - w. oak

  	
   

  	
  275

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.15

  	
   

  	
  $

  	
  1,141

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8" flat
  wood trim @ light cove - w. oak

  	
   

  	
  288

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  1,728

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  crown
  molding - w. oak

  	
   

  	
  443

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.25

  	
   

  	
  $

  	
  3,212

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12"
  door casing - w. oak

  	
   

  	
  165

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.50

  	
   

  	
  $

  	
  1,403

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  built up
  wood pilasters - w. oak

  	
   

  	
  7

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,500

  	
   

  	
  $

  	
  10,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4"
  crown molding - w. oak

  	
   

  	
  288

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.25

  	
   

  	
  $

  	
  2,088

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Players Lounge

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  faux stained
  wood pilasters - 10 vif ea

  	
   

  	
  11

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,000

  	
   

  	
  $

  	
  11,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood
  walnscot - stained

  	
   

  	
  650

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  4,225

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood base -
  stained

  	
   

  	
  130

  	
   

  	
  lf

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  650

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  top trim at
  walnscot

  	
   

  	
  130

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.00

  	
   

  	
  $

  	
  390

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood veneer
  TV monitor soffit @ bar - curved

  	
   

  	
  10

  	
   

  	
  lf

  	
   

  	
  $

  	
  200.00

  	
   

  	
  $

  	
  2,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood ceiling
  system

  	
   

  	
  451

  	
   

  	
  sf

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  15,785

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  arched
  soffit w/ wood veneer

  	
   

  	
  94

  	
   

  	
  sf

  	
   

  	
  $

  	
  20.00

  	
   

  	
  $

  	
  1,880

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood veneer
  soffit

  	
   

  	
  344

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  5,160

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  stained wood
  beams @ pilasters - 2'-6" wide

  	
   

  	
  62

  	
   

  	
  lf

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  4,030

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto -
  4'-0"

  	
   

  	
  48

  	
   

  	
  lf

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  4,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  built-in
  buffet w/ tv monitor

  	
   

  	
  9

  	
   

  	
  lf

  	
   

  	
  $

  	
  450.00

  	
   

  	
  $

  	
  4,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  custom
  millwork - host station - curved

  	
   

  	
  4

  	
   

  	
  lf

  	
   

  	
  $

  	
  600.00

  	
   

  	
  $

  	
  2,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  custom
  millwork - bar - curved

  	
   

  	
  10

  	
   

  	
  lf

  	
   

  	
  $

  	
  500.00

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto -
  straight

  	
   

  	
  8

  	
   

  	
  lf

  	
   

  	
  $

  	
  425.00

  	
   

  	
  $

  	
  3,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood
  fireplace surround

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  11,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Main Lobby

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" wod
  trim - transp fin

  	
   

  	
  341

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.50

  	
   

  	
  $

  	
  2,899

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6"wd
  trim -trans fin

  	
   

  	
  282

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.00

  	
   

  	
  $

  	
  1,692

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood cp trim
  at soffit/planter shelf

  	
   

  	
  40

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  260

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" bead
  bd ceiling panels

  	
   

  	
  1,835

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  9,175

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mw planter
  cove w/ millwork brackets

  	
   

  	
  110

  	
   

  	
  lf

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  4,950

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood ceiling
  grid system w/ bamboo screen @ lobby

  	
   

  	
  1,332

  	
   

  	
  sf

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  33,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  front &
  back counter at promotions/information

  	
   

  	
  22

  	
   

  	
  lf

  	
   

  	
  $

  	
  300.00

  	
   

  	
  $

  	
  6,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  countertop
  at valet & coatroom

  	
   

  	
  13

  	
   

  	
  lf

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  845

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wet bar
  counter & cabinets at suites

  	
   

  	
  1

  	
   

  	
  lf

  	
   

  	
  —

  	
   

  	
  $

  	
  21,380

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  solid
  surface bathroom 24" countertop, backsplash, 8" apron

  	
   

  	
  1,035

  	
   

  	
  lf

  	
   

  	
  $

  	
  177.00

  	
   

  	
  $

  	
  183,195

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add for
  integral solid surface sink basin

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  200.00

  	
   

  	
  $

  	
  30,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  solid
  surface shower liner

  	
   

  	
  7,665

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  114,975

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hardwood
  hanger pole @ closet

  	
   

  	
  387

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.00

  	
   

  	
  $

  	
  3,096

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  painted wood
  shelf @ closet

  	
   

  	
  387

  	
   

  	
  lf

  	
   

  	
  $

  	
  20.00

  	
   

  	
  $

  	
  7,740

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood chair
  rall @ corridors

  	
   

  	
  2,751

  	
   

  	
  lf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  20,633

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  applied wd
  molding @ corr. ceilings

  	
   

  	
  1,066

  	
   

  	
  lf

  	
   

  	
  $

  	
  6.65

  	
   

  	
  $

  	
  7,089

  	
   

  	
  $

  	
  990,611

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  7412

  	
   

  	
  Corrugated Metal Roof Panels 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  corrugated
  mtl roofing @ showrm shed roofs

  	
   

  	
  602

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  3,913

  	
   

  	
  $

  	
  3,913

  	
   

  

 

Page 14 of 23

 

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  9310

  	
   

  	
  Ceramic Tile

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic tile finish @lobby
  floors

  	
   

  	
  5,280

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.50

  	
   

  	
  $

  	
  44,880

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic tile @ lobby stairs

  	
   

  	
  554

  	
   

  	
  sf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  9,972

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12" sq ceramic wall tile
  wainscot

  	
   

  	
  715

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.90

  	
   

  	
  $

  	
  6,364

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8"x8" ceramic wall
  tile trim at food court tit doors

  	
   

  	
  41

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.00

  	
   

  	
  $

  	
  410

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8"x8" ceramic wall
  tile wainscot @ showrm

  	
   

  	
  504

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.90

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  8"x8" ceramic tile at
  registration desk

  	
   

  	
  183

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  2,196

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" ceramic tile band on
  cage millwork

  	
   

  	
  40

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.30

  	
   

  	
  $

  	
  612

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  6" sq tile accents

  	
   

  	
  8

  	
   

  	
  la

  	
   

  	
  $

  	
  125.00

  	
   

  	
  $

  	
  1,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  quarry tile floor-w/ epoxy
  grout

  	
   

  	
  3504

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.70

  	
   

  	
  $

  	
  30,485

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  q.t. base

  	
   

  	
  530

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.80

  	
   

  	
  $

  	
  2,014

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic tile floor

  	
   

  	
  5,618

  	
   

  	
  lf

  	
   

  	
  $

  	
  8.35

  	
   

  	
  $

  	
  46,910

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  c.t. base

  	
   

  	
  1,707

  	
   

  	
  lf

  	
   

  	
  $

  	
  2.50

  	
   

  	
  $

  	
  4,268

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic tile wainscot

  	
   

  	
  5,400

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.20

  	
   

  	
  $

  	
  28,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic wall tile - full ht

  	
   

  	
  160

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.00

  	
   

  	
  $

  	
  1,280

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  slate tile @ retail - 18"
  sq., 24" sq., 18"x24"

  	
   

  	
  320

  	
   

  	
  sf

  	
   

  	
  $

  	
  11.00

  	
   

  	
  $

  	
  3,520

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 3% - tile

  	
   

  	
  409

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.00

  	
   

  	
  $

  	
  2,021

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 3% - trim

  	
   

  	
  236

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  825

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  bisazza glass/agglomerate tile

  	
   

  	
  80

  	
   

  	
  sf

  	
   

  	
  $

  	
  40.00

  	
   

  	
  $

  	
  3,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  natural stone flooring 2-tone
  16"x16"

  	
   

  	
  110

  	
   

  	
  sf

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  1,650

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  quarry tile floor - w/ epoxy
  grout

  	
   

  	
  165

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.70

  	
   

  	
  $

  	
  1,436

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  glazed patterned concrete tiles
  8"x8" w/16"x16" pattern

  	
   

  	
  425

  	
   

  	
  sf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  9,350

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  12"x12" ceramic floor
  tile

  	
   

  	
  7,104

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
  53,280

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" ceramic tile base w/
  bullnose

  	
   

  	
  3,346

  	
   

  	
  lf

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  15,057

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ceramic tile tub surrounds

  	
   

  	
  7,665

  	
   

  	
  sf

  	
   

  	
  $

  	
  8.50

  	
   

  	
  $

  	
  65,153

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  marble thresholds

  	
   

  	
  453

  	
   

  	
  lf

  	
   

  	
  $

  	
  26.00

  	
   

  	
  $

  	
  11,778

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3% extra materials - tile

  	
   

  	
  213

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.10

  	
   

  	
  $

  	
  1,087

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  3% extra materials - base

  	
   

  	
  100

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.10

  	
   

  	
  $

  	
  311

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  347,137

  	
   

  
	
  9640

  	
   

  	
  Wood Stage Flooring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wood strip flooring on sleepers

  	
   

  	
  1,580

  	
   

  	
  sf

  	
   

  	
  $

  	
  11.00

  	
   

  	
  $

  	
  17,380

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  17,380

  	
   

  
	
  9642

  	
   

  	
  Wood Flooring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  plank wood curb at boardwalk

  	
   

  	
  175

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  2,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  5/4" stained t & g
  plank boardwalk floor

  	
   

  	
  4,680

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.50

  	
   

  	
  $

  	
  58,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  patterned wood floor - players
  lounge

  	
   

  	
  760

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  9,120

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  multi wood flooring with multi
  stain

  	
   

  	
  655

  	
   

  	
  sf

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  11,790

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 1%

  	
   

  	
  61

  	
   

  	
  sf

  	
   

  	
  $

  	
  9.00

  	
   

  	
  $

  	
  549

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  82,059

  	
   

  
	
  9651

  	
   

  	
  Resilient Tile Flooring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vct flooring

  	
   

  	
  7,651

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.45

  	
   

  	
  $

  	
  11,094

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification

  	
   

  	
  230

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.10

  	
   

  	
  $

  	
  252

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rubber stair
  treads/nosings/risers

  	
   

  	
  1,618

  	
   

  	
  lf

  	
   

  	
  $

  	
  16.00

  	
   

  	
  $

  	
  25,888

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification

  	
   

  	
  49

  	
   

  	
  lf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  582

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rubber stair nosing-tread

  	
   

  	
  704

  	
   

  	
  lf

  	
   

  	
  $

  	
  16.00

  	
   

  	
  $

  	
  11,264

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vct @ corridors

  	
   

  	
  1,215

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.45

  	
   

  	
  $

  	
  1,762

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  50,843

  	
   

  
	
  9653

  	
   

  	
  Resilient Wall Base & Access.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  rubber base @ office 109

  	
   

  	
  45

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.10

  	
   

  	
  $

  	
  50

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vinyl base

  	
   

  	
  2,315

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.10

  	
   

  	
  $

  	
  2,547

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification

  	
   

  	
  47

  	
   

  	
  lf

  	
   

  	
  $

  	
  0.75

  	
   

  	
  $

  	
  35

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vinyl base @ corridors

  	
   

  	
  535

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.10

  	
   

  	
  $

  	
  589

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,220

  	
   

  
	
  9671

  	
   

  	
  Resinous Flooring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  res. flooring system w/ “4 integral coved base

  	
   

  	
  640

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  4,160

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto @ bar

  	
   

  	
  470

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  3,055

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  resinous flooring at restaurant
  bar

  	
   

  	
  160

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  1,040

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  upper level mezzanine

  	
   

  	
  7,382

  	
   

  	
  sf

  	
   

  	
  $

  	
  6.50

  	
   

  	
  $

  	
  47,983

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  56,238

  	
   

  

 

Page 15 of 23

 

	
  SPEC

  SECT

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  9771

  	
   

  	
  Acoustical Wall Panels

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  pinned duct liner @ upper lvl
  MEP area

  	
   

  	
  1,715

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.75

  	
   

  	
  $

  	
  3,001

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  corrugated mtl acoustical wall
  panels - 5'-6" ea  

  	
   

  	
  16

  	
   

  	
  ea

  	
   

  	
  $

  	
  365.00

  	
   

  	
  $

  	
  5,840

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  black pvc acoustic wall pads -
  42" x 96"

  	
   

  	
  26

  	
   

  	
  ea

  	
   

  	
  $

  	
  80.00

  	
   

  	
  $

  	
  2,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  acoustic wall panels - var
  sizes

  	
   

  	
  648

  	
   

  	
  sf

  	
   

  	
  $

  	
  10.05

  	
   

  	
  $

  	
  6,512

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  lapendary panels @ showroom
  ceiling

  	
   

  	
  5,870

  	
   

  	
  sf

  	
   

  	
  $

  	
  5.50

  	
   

  	
  $

  	
  32,285

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 2%

  	
   

  	
  165

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.00

  	
   

  	
  $

  	
  1,153

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  50,871

  	
   

  
	
  9900

  	
   

  	
  Painting

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint on sectional doors

  	
   

  	
  1,128

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.50

  	
   

  	
  $

  	
  564

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint hm doors

  	
   

  	
  120

  	
   

  	
  ea

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  5,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint hm frames

  	
   

  	
  135

  	
   

  	
  ea

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  4,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint post mtd rallings

  	
   

  	
  404

  	
   

  	
  lf

  	
   

  	
  $

  	
  2.25

  	
   

  	
  $

  	
  909

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wall mtd ralls

  	
   

  	
  416

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  624

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint metal pan stairs

  	
   

  	
  352

  	
   

  	
  rsr

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  15,840

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint metal pan landings

  	
   

  	
  630

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  945

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint underside of exposed
  steel @ stair tower

  	
   

  	
  528

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.00

  	
   

  	
  $

  	
  1,056

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb walls

  	
   

  	
  55,815

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.45

  	
   

  	
  $

  	
  25,117

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint exposed ceilings in
  garage

  	
   

  	
  1,854

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.75

  	
   

  	
  $

  	
  1,391

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint exposed ceiling in
  storage & mechanical

  	
   

  	
  1,180

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.75

  	
   

  	
  $

  	
  885

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  blackout paint exposed roof
  structure

  	
   

  	
  48,903

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  70,355

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  blackout paint back stage area

  	
   

  	
  692

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  1,038

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb ceiling assemblies

  	
   

  	
  22,026

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.50

  	
   

  	
  $

  	
  11,013

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb fascia assembles

  	
   

  	
  2,681

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.55

  	
   

  	
  $

  	
  1,475

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wood base

  	
   

  	
  870

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  $

  	
  1,088

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint T 1 - 11 panels

  	
   

  	
  3,480

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.55

  	
   

  	
  $

  	
  1,914

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint top trim @ wainscot

  	
   

  	
  870

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.60

  	
   

  	
  $

  	
  522

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wood siding in show rm

  	
   

  	
  1,971

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  1,971

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wood moldings & trim
  - 8" - 18"

  	
   

  	
  1,959

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.25

  	
   

  	
  $

  	
  2,449

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint cmu partitions

  	
   

  	
  2,320

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.65

  	
   

  	
  $

  	
  1,508

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification

  	
   

  	
  50

  	
   

  	
  gal

  	
   

  	
  $

  	
  20.00

  	
   

  	
  $

  	
  1,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb walls

  	
   

  	
  111,965

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.45

  	
   

  	
  $

  	
  50,384

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb ceiling

  	
   

  	
  12,207

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.47

  	
   

  	
  $

  	
  5,737

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  textured paint exposed precast
  plank

  	
   

  	
  53,565

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  53,565

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb walls in stair towers

  	
   

  	
  4,040

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.50

  	
   

  	
  $

  	
  2,020

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint gwb ceiling in stair
  towers

  	
   

  	
  432

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.55

  	
   

  	
  $

  	
  238

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint metal pan stairs &
  landings

  	
   

  	
  1,274

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.75

  	
   

  	
  $

  	
  2,230

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint stair ballustrade railing

  	
   

  	
  208

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.50

  	
   

  	
  $

  	
  728

  	
   

  	
   

  	
   

  
	
  9900

  	
   

  	
  Painting (cont'd)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wall mtd stair rail

  	
   

  	
  242

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.50

  	
   

  	
  $

  	
  363

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  paint wood chair rail

  	
   

  	
  2,751

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  2,751

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc painting

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  274,127

  	
   

  
	
  9950

  	
   

  	
  Vinyl Wall Covering

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   

  	
  $

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vinyl wall covering - material
  allowance ($15/lf)

  	
   

  	
  15,476

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.75

  	
   

  	
  $

  	
  58,035

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vwc installation

  	
   

  	
  15,476

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.80

  	
   

  	
  $

  	
  12,381

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vinyl wall covering - ($15/lf/
  material allowance)

  	
   

  	
  35,224

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.70

  	
   

  	
  $

  	
  130,153

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto @ corridors

  	
   

  	
  24,429

  	
   

  	
  sf

  	
   

  	
  $

  	
  3.70

  	
   

  	
  $

  	
  90,265

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vwc installation

  	
   

  	
  59,653

  	
   

  	
  sf

  	
   

  	
  $

  	
  0.80

  	
   

  	
  $

  	
  47,722

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  338,556

  	
   

  
	
  9986

  	
   

  	
  Fiberglass Reinforced Panels

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  frp wall panels at foor prep rm
  014

  	
   

  	
  550

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.75

  	
   

  	
  $

  	
  1,513

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  frp wall panels

  	
   

  	
  5,060

  	
   

  	
  sf

  	
   

  	
  $

  	
  2.75

  	
   

  	
  $

  	
  13,915

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra materials per
  specification 5%

  	
   

  	
  801

  	
   

  	
  sf

  	
   

  	
  $

  	
  1.75

  	
   

  	
  $

  	
  1,402

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  16,829

  	
   

  

 

Page 16 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  10100

  	
   

  	
  Visual Display Boards / Signage

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  exterior building signage

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  150,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  room & floor lobby signage

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  7,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  157,500

  	
   

  
	
  10155

  	
   

  	
  Toilet Compartments

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  painted metal - regular

  	
   

  	
  40

  	
   

  	
  ea

  	
   

  	
  $

  	
  505.00

  	
   

  	
  $

  	
  20,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - handicapped

  	
   

  	
  11

  	
   

  	
  ea

  	
   

  	
  $

  	
  580.00

  	
   

  	
  $

  	
  6,380

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall mtd urinal screens

  	
   

  	
  19

  	
   

  	
  ea

  	
   

  	
  $

  	
  250.00

  	
   

  	
  $

  	
  4,750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  31,330

  	
   

  
	
  10200

  	
   

  	
  Louvers & Vents

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fixed alum louvers

  	
   

  	
  1,240

  	
   

  	
  sf

  	
   

  	
  $

  	
  30.00

  	
   

  	
  $

  	
  37,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  37,200

  	
   

  
	
  10520

  	
   

  	
  Fire Protection Specialties

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fire ext. & cabinets

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fire ext. & cabinets

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  
	
  10800

  	
   

  	
  Toilet Room Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hand dryers

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  recessed toilet seat cover
  dispenser

  	
   

  	
  50

  	
   

  	
  ea

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  3,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  robe hooks

  	
   

  	
  2

  	
   

  	
  ea

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  30

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  s.s. grab bars - 42"

  	
   

  	
  39

  	
   

  	
  ea

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  3,315

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  s.s. grab bars - 36"

  	
   

  	
  13

  	
   

  	
  ea

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  845

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  single roll toilet dispenser

  	
   

  	
  54

  	
   

  	
  ea

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  2,430

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  combo napkin/tampon dispenser

  	
   

  	
  7

  	
   

  	
  ea

  	
   

  	
  $

  	
  375.00

  	
   

  	
  $

  	
  2,625

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  surf mtd san napkin disposal

  	
   

  	
  35

  	
   

  	
  ea

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  1,575

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  combo towel disp/waste
  recepticle

  	
   

  	
  9

  	
   

  	
  ea

  	
   

  	
  $

  	
  225.00

  	
   

  	
  $

  	
  2,025

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  deck mtd soap dispenser

  	
   

  	
  51

  	
   

  	
  ea

  	
   

  	
  $

  	
  60.00

  	
   

  	
  $

  	
  3,060

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mirror - full ht

  	
   

  	
  476

  	
   

  	
  sf

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  5,712

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mirror - framed 18" x 36"

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  140.00

  	
   

  	
  $

  	
  420

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mop & broom holder

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  225.00

  	
   

  	
  $

  	
  675

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  25,712

  	
   

  
	
  10805

  	
   

  	
  Guest Room Toilet & Bath Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  toilet tissue holder

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  6,795

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  towel rack

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  5,285

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  towel shelf with towel bar

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  40.00

  	
   

  	
  $

  	
  6,040

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  towel pin

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  2,265

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  double prong robe hook

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  18.00

  	
   

  	
  $

  	
  2,718

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fascial tissue holder

  	
   

  	
  145

  	
   

  	
  ea

  	
   

  	
  $

  	
  40.00

  	
   

  	
  $

  	
  5,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  framed mirror - 30" x
  36"

  	
   

  	
  145

  	
   

  	
  ea

  	
   

  	
  $

  	
  125.00

  	
   

  	
  $

  	
  18,125

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  framed tilt mirror - 30" x
  36" 

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  225.00

  	
   

  	
  $

  	
  1,350

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  framed mirror - 24" x
  60"

  	
   

  	
  145

  	
   

  	
  ea

  	
   

  	
  $

  	
  95.00

  	
   

  	
  $

  	
  13,775

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  soap dish w/ grab bar

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  390

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  soap dish

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  15.00

  	
   

  	
  $

  	
  90

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ada shower seat

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  175.00

  	
   

  	
  $

  	
  1,050

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  shower curtain rod

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  17.00

  	
   

  	
  $

  	
  2,567

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  vinyl shower curtain w/ hooks

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  12.00

  	
   

  	
  $

  	
  1,812

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  recessed mounted retractable
  clothesline

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  brushed stainless steel grab
  bars - 12"

  	
   

  	
  18

  	
   

  	
  ea

  	
   

  	
  $

  	
  45.00

  	
   

  	
  $

  	
  810

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - 24"

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  55.00

  	
   

  	
  $

  	
  330

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - 36"

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  65.00

  	
   

  	
  $

  	
  390

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  ditto - 42"

  	
   

  	
  151

  	
   

  	
  ea

  	
   

  	
  $

  	
  85.00

  	
   

  	
  $

  	
  12,835

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  82,427

  	
   

  
	
  11051

  	
   

  	
  Miscellaneous Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fireplace

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  coat room system

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  guest room safe

  	
   

  	
  9

  	
   

  	
  ea

  	
   

  	
  $

  	
  210.00

  	
   

  	
  $

  	
  1,890

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall mtd head boards - king

  	
   

  	
  140

  	
   

  	
  ea

  	
   

  	
  w/ FFE

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  wall mtd head boards - queen

  	
   

  	
  10

  	
   

  	
  ea

  	
   

  	
  w/ FFE

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  6,890

  	
   

  

 

Page 17 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
  11132

  	
   

  	
  Projection Screens

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  electric proj screens

  	
   

  	
  3

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,200

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,600

  	
   

  
	
  11452

  	
   

  	
  Residential Appliances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  side-by-side
  refrigerator freezer

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  1,249

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  dishwasher

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  299

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  microwave
  oven

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  —

  	
   

  	
  $

  	
  189

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  compact
  refrigerator

  	
   

  	
  9

  	
   

  	
  ea

  	
   

  	
  $

  	
  400.00

  	
   

  	
  $

  	
  3,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  5,337

  	
   

  
	
  12690

  	
   

  	
  Floor Mats & Frames

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  walk off mat
  & frame

  	
   

  	
  1,140

  	
   

  	
  sf

  	
   

  	
  $

  	
  22.00

  	
   

  	
  $

  	
  25,080

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  25,080

  	
   

  
	
  *****

  	
   

  	
  Miscellaneous

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  high theming
  areas

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  1,168,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fine dining
  theme

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  80,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  casual
  dining theme

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  78,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  facade
  construction

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  714,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  painted wall
  murals

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  15,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,055,300

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  81,642

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  81,842

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 131
  - TOTAL

  	
   

  	
  $

  	
  4,838,508

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 133, CARPETING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  9680

  	
   

  	
  Carpet

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet -
  material allowance

  	
   

  	
  2,517

  	
   

  	
  sy

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  62,925

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra
  materials per specification 3%

  	
   

  	
  81

  	
   

  	
  sy

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  2,034

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet Instalation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet @
  office 109

  	
   

  	
  14

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  63

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet type
  1

  	
   

  	
  187

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  842

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet type
  2

  	
   

  	
  1,552

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  6,984

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet type
  3

  	
   

  	
  64

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  288

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet base

  	
   

  	
  195

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  195

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet @
  showrm entry & showrm

  	
   

  	
  700

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  3,150

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  broadloom
  carpet @ guest rooms ($32/sy allowance)

  	
   

  	
  5,650

  	
   

  	
  sy

  	
   

  	
  $

  	
  35.00

  	
   

  	
  $

  	
  197,750

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" ht.
  carpet base w/ edge trim

  	
   

  	
  14,424

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.20

  	
   

  	
  $

  	
  46,157

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  tufted cut
  pile carpet @ corridor ($25/sy allowance)

  	
   

  	
  1,203

  	
   

  	
  sy

  	
   

  	
  $

  	
  28.00

  	
   

  	
  $

  	
  33,684

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  4" ht.
  carpet base w/ edge trim

  	
   

  	
  3,317

  	
   

  	
  lf

  	
   

  	
  $

  	
  3.20

  	
   

  	
  $

  	
  10,614

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet
  Installation

  	
   

  	
  6,853

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  30,839

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet base
  Installation

  	
   

  	
  17,741

  	
   

  	
  lf

  	
   

  	
  $

  	
  1.00

  	
   

  	
  $

  	
  17,741

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  413,265

  	
   

  
	
  9681

  	
   

  	
  Carpet Tiles

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  carpet tile
  material allowance

  	
   

  	
  3,454

  	
   

  	
  sy

  	
   

  	
  $

  	
  28.00

  	
   

  	
  $

  	
  96,712

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Installation
  - carpet at casino and cage

  	
   

  	
  3,454

  	
   

  	
  sy

  	
   

  	
  $

  	
  4.50

  	
   

  	
  $

  	
  15,543

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  extra
  materials per specification 3%

  	
   

  	
  104

  	
   

  	
  sy

  	
   

  	
  $

  	
  28.00

  	
   

  	
  $

  	
  2,901

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  115,156

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  9,092

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  9,092

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 133
  - TOTAL

  	
   

  	
  $

  	
  537,514

  	
   

  

 

Page 18 of 23

 

 

	
  Wheeling Downs
  Gaming & Entertainment Facility Expansion - Phase II

  GMP Trade Contract Breakdowns

  	
   

  	
  April 25,. 2002

  

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 135 - ACCESS FLOORING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10270

  	
   

  	
  Access
  Flooring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  low profile lt wt conc filled steel pan access floor

  	
   

  	
  32,000

  	
   

  	
  sf

  	
   

  	
  $

  	
  7.50

  	
   

  	
  $

  	
   240,000

  	
   

  	
  $

  	
   240,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O Text

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
   4,129

  	
   

  	
  $

  	
   4,129

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  CONTRACT 135 TOTAL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   244,129

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 141
  SITE DEVELOPMENT & UTILITIES 
  PHASE II

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11150

  	
   

  	
  Parking
  Control Equipment 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  precast wheel stops

  	
   

  	
  30

  	
   

  	
  ea

  	
   

  	
  $

  	
   105.00

  	
   

  	
  $

  	
   3,150

  	
   

  	
  $

  	
   3,150

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1000

  	
   

  	
  General Conditions/General
  Requirements

  	
   

  	
  w/

  	
   

  	
  5

  	
  %

  	
  —

  	
   

  	
  $

  	
   144,272

  	
   

  	
  $

  	
   144,272

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2630

  	
   

  	
  Site
  Drainage 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  storm piping & structures

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
   256,339

  	
   

  	
  $

  	
   256,339

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2300

  	
   

  	
  Site
  Preparation/Earthwork 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  site prep, cut & fill to subgrade 

  	
   

  	
  1 

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
   377,975  

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  misc removals (light poles & temp services)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  20,184

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  erosion control

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  9,011

  	
   

  	
  $

  	
   407,170

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2741

  	
   

  	
  Paving &
  Surfacing 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  asphalt paving w/ subbase

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
   —

  	
   

  	
  $

  	
   1,174,176 

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  concrete sidewalks, curbs & subbase

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  126,944

  	
   

  	
  $

  	
   1,301,120

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2821

  	
   

  	
  Site
  Improvements 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  front entrance site feature

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
   200,000

  	
   

  	
  $

  	
   200,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2920

  	
   

  	
  Landscaping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  trees (30 ea, topsoil & seed)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
   209,222

  	
   

  	
  $

  	
   209,222

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
   43,381

  	
   

  	
  $

  	
   43,381

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  CONTRACT 141 TOTAL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   2,564,654

  	
   

  

 

Page 19 of 23

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion - Phase II

  GMP Trade Contract Breakdowns

  	
   

  	
  April 25,
  2002

  

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  CONTRACT 149
  - HVAC

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15A100

  	
   

  	
  HVAC

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  HVAC General Requirements

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  116,105

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Temporary Services

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  15,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Equipment Supports/Bases

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  20,493

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Equipment Rental

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  64,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Central HVAC Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  655,189

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Air Handling Units

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  827,450

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Terminal HVAC Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  53,280

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Fans

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  64,842

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Ductwork

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  675,719

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Ductwork
  Accessories

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  17,139

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Air Outlets

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  69,674

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Piping/Valves/Fittings

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  402,285

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  HVAC
  Insulation

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  184,996

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Temperature
  Controls

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  281,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Adjusting and
  Balancing

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  31,653

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Electrical
  Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  39,638

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  reconciliation
  with contractor

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  200,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  use (2)-400
  ton chillers llo (3)-340 ton units

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (70,000

  	
  )

  	
   

  	
   

  
	
   

  	
   

  	
  use (2)-400
  ton cooling towers llo (2)-340 ton units

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  2,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  reduce
  gaming area ventilation requirements

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (88,000

  	
  )

  	
   

  	
   

  
	
   

  	
   

  	
  reduce
  Gaming area ductwork 15%

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (30,000

  	
  )

  	
   

  	
   

  
	
   

  	
   

  	
  add
  (10)-lighting control modules

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  8,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Air Handling
  Units

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  42,930

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Terminal
  HVAC Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  176,124

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Fans

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  18,943

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Ductwork

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  101,239

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Ductwork
  Accessories

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  62,896

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Air Outlets

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  18,938

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  HVAC
  Insulation

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  25,446

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Temperature
  Controls

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  22,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Adjusting
  and Balancing

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  18,343

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  delete
  (2)-ventilation units

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (98,000

  	
  )

  	
   

  	
   

  
	
   

  	
   

  	
  add (2)-ptac
  units in corridor

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  4,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  add
  (10)-ptac units for spares

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  15,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,949,222

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  67,950

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  67,950

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  CONTRACT 149
  TOTAL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  4,017,172

  	
   

  

 

Page 20 of 23

 

 

	
  Wheeling
  Downs Gaming & Entertainment Facility Expansion - Phase II

  	
   

  	
   

  
	
  GMP Trade
  Contract Breakdowns

  	
   

  	
  April 25, 2002

  

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT
  PLUMBING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  158100

  	
   

  	
  Plumbing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Plumbing
  General Requirements

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  70,525

  	
   

  	
  -

  	
   

  
	
   

  	
   

  	
  Equipment
  Supports/Base

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  1,400

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Plumbing
  Allowances

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  25,000

  	
   

  	
  -

  	
   

  
	
   

  	
   

  	
  Central
  Plumbing Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  42,405

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Plumbing
  Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  44,323

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Fixtures

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  199,752

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  H-C-R
  Piping/Valves/Fittings

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  135,732

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Sen
  Waste/Vent Piping

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  215,966

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Storm Water
  Piping

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  266,758

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Natural Gas
  Piping

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  37,012

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Plumbing
  Insulation

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  85,696

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  add battery
  operated flush valves & faucets

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  5,000

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  delete
  Showroom Bar

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (13,000

  	
  )

  	
  +

  	
   

  
	
   

  	
   

  	
  delete
  (1)-8” backflow preventer

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  (13,000

  	
  )

  	
  +

  	
   

  
	
   

  	
   

  	
  Cut/Patch

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  13,320

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Central
  Plumbing Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  18,366

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Fixtures

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  314,530

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Fixture
  Accessories

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  10,559

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  H-C-R
  Piping/Valves/Fittings

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  47,627

  	
   

  	
  -

  	
   

  
	
   

  	
   

  	
  SanWaste/Vent
  Piping

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  67,255

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Storm Water
  Piping

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  18,107

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
  Plumbing
  Insulation

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  24,684

  	
   

  	
  +

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,618,017

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  27,839

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  27,839

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 151 TOTAL

  	
   

  	
   

  	
  $

  	
  1,645,856

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 153 - FIRE PROTECTION

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  158300

  	
   

  	
  Fire
  Protection

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  FP General
  requirements

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  17,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  322,470

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Fire Pump

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  75,334

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Piping/Valves/Fittings

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  40,415

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Standpipe
  System

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  28,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  FP
  allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  51,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  delete FM
  200 systems

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  (50,000

  	
  )

  	
   

  	
   

  
	
   

  	
   

  	
  Fire
  Protection Equipment

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  108,368

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  593,287

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  10,208

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,208

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 153 TOTAL

  	
   

  	
   

  	
   

  	
  $

  	
  603,495

  	
   

  

 

Page 21 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONTRACT 155
  = ELECTRICAL & FIRE ALARM SYSTEM

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16000

  	
   

  	
  construction temporary power & lighting

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  35,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  high voltage
  distribution system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  166,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  building
  power distribution system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  694,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  building
  steel grounding system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  28,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  emergency
  generator

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  274,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fuel oil
  storage tank, pumps, & accessories

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  44,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  uninterruptible
  power supplies

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  95,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  lighting
  fixtures & lamps (installed)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  466,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  lighting
  branch circuitry

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  238,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  power branch
  circuitry (building)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  76,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  kitchens /
  bars / pump house / loading - wiring

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  75,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mechanical
  equipment connections

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  138,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fire alarm
  & detection system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  133,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  slot machine
  power wiring

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  105,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  computer
  L.A.N. (conduit stub-outs only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  3,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  cable tray
  system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  16,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  telephone
  system (conduit stub-outs only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  4,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  television
  system (conduit stub-outs only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  5,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  security/lighting
  support grid (gaming area only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  36,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  showroom
  fitout

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  —

  	
   

  	
  $

  	
  160,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  meeting room
  fitout

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  117,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  construction
  temporary power & lighting

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  14,500

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  building
  power distribution system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  115,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  lighting
  branch circuitry

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  245,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  power branch
  circuitry (building)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  119,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  mechanical
  equipment connections

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  82,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  fire alarm
  & detection system

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  129,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  telephone
  system (conduit stub-outs only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  26,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  television
  system (conduit stub-outs only)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  21,500

  	
   

  	
   

  	
   

  
	
  2582

  	
   

  	
  Utilities

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  power
  company service charges

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  hv
  electrical service - existing pole to HV swgr.

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  56,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  site
  lighting (roadway, parking & walkway)

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  261,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  site
  lighting (walkway & landscaping))

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  67,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  communications
  duct bank

  	
   

  	
  none

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  light pole
  bases, trenching for electrical conduit

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  125,385

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  4,183,485

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O
  Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  71,971

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  71,971

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  CONTRACT 155 TOTAL

  	
   

  	
   

  	
   

  	
  $

  	
  4,255,456

  	
   

  

 

Page 22 of 23

 

	
  SPEC

  SECT.

  	
   

  	
  DESCRIPTION

  	
   

  	
  QTY

  	
   

  	
  UNITS

  	
   

  	
  UNIT

  COST

  	
   

  	
  TOTAL

  	
   

  	
  CONTRACT

  TOTAL

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ALLOWANCES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1020

  	
   

  	
  Allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Computer
  & Security Room Renovations

  	
   

  	
  allow

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Administration
  Fit-Out Allowance

  	
   

  	
  8,200

  	
   

  	
  sf

  	
   

  	
  $

  	
  25.00

  	
   

  	
  $

  	
  205,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  305,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  B & O Tax

  	
   

  	
  1

  	
   

  	
  ls

  	
   

  	
  —

  	
   

  	
  $

  	
  5,250

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  5,250

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  ALLOWANCES TOTAL

  	
   

  	
   

  	
   

  	
  $

  	
  310,250

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  SUBTOTAL

  	
   

  	
  $

  	
  34,819,561

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  SUBTOTAL CONSTRUCTION COST

  	
   

  	
  $

  	
  34,819,561

  	
   

  
																	

 

Page 23 of 23

 

 

	
  Fire Protection GMP Estimate

  	
   

  	
   

  	
   

  	
  WHEELING DOWNS

  Gaming and Entertainment Facility

  

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15450 FIRE PROTECTION

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15452 FP
  General Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP general conditions

  	
   

  	
  1 lsum

  	
   

  	
  17,000.00/lsum

  	
   

  	
  17,000

  	
   

  
	
  FP General
  Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  17,000

  	
   

  
	
  15466 FP
  Allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  fire supression system, FM 200

  	
   

  	
  6,400 cuft

  	
   

  	
  7.50 /cuft

  	
   

  	
  48,000

  	
   

  
	
  fire supression system, FM 200
  testing

  	
   

  	
  6,400 cuft

  	
   

  	
  0.50 /cuft

  	
   

  	
  3,200

  	
   

  
	
  FP Allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  51,200

  	
   

  
	
  15468 FP
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  dry system air compressor

  	
   

  	
  2 ea

  	
   

  	
  3,823.39 /ea

  	
   

  	
  7,647

  	
   

  
	
  fire dept connection

  	
   

  	
  4 ea

  	
   

  	
  4,365.71 /ea

  	
   

  	
  17,463

  	
   

  
	
  fire bose cabinet

  	
   

  	
  22 ea

  	
   

  	
  743.23 /ea

  	
   

  	
  16,351

  	
   

  
	
  sprinkler heads

  	
   

  	
  1,621 ea

  	
   

  	
  154.32/ea

  	
   

  	
  281,009

  	
   

  
	
  FP Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  322,470

  	
   

  
	
  15469 Fire
  Pump

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Fire pump, electric, 1000 gpm @
  70 psig w/jp & tr

  	
   

  	
  1 ea

  	
   

  	
  75,333.92 /ea

  	
   

  	
  75,334

  	
   

  
	
  Fire Pump

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  75,334

  	
   

  
	
  15470 Sprklr
  Piping/Valve/Figs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  carbon steel welded elbows,
  6"

  	
   

  	
  16 ea

  	
   

  	
  356.06 /ea

  	
   

  	
  5,697

  	
   

  
	
  carbon steel welded elbows,
  8"

  	
   

  	
  4 ea

  	
   

  	
  470.66 /ea

  	
   

  	
  1,883

  	
   

  
	
  carbon steel welded pipe,
  6"

  	
   

  	
  1,000 lnft

  	
   

  	
  29.95 /lnft

  	
   

  	
  29,951

  	
   

  
	
  carbon steel welded pipe,
  8"

  	
   

  	
  80 lnft

  	
   

  	
  36.06 /inft

  	
   

  	
  2,884

  	
   

  
	
  Sprklr
  Piping/Value/Figs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  40,415

  	
   

  
	
  15471
  Standpipe System

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  standpipes with piping, etc

  	
   

  	
  3 ea

  	
   

  	
  9,500.00 /ea

  	
   

  	
  28,500

  	
   

  
	
  Standpipe
  System

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  28,500

  	
   

  
	
  15499
  Proposed Cost Adjstments

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FM 200 systems

  	
   

  	
  -1 lsum

  	
   

  	
  50,000.00 /lsum

  	
   

  	
  (50,000

  	
  )

  
	
  Proposed Cost
  Adjustments

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  (50,000

  	
  )

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  484,919

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15468 FP
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  fire hose cabinent

  	
   

  	
  15 ea

  	
   

  	
  743.23 /ea

  	
   

  	
  11,148

  	
   

  
	
  sprinkler heads

  	
   

  	
  630 ea

  	
   

  	
  154.32 /ea

  	
   

  	
  97,219

  	
   

  
	
  FP Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  108,368

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  108,368

  	
   

  
	
  fire
  protection

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  593,286

  	
   

  

 

1

 

	
  Plumbing GMP Estimate

  	
   

  	
   

  	
   

  	
  WHEELING DOWNS

  Gaming and Entertainment Facility

  

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15000 PLUMBING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15010 Plbg
  General Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Plbg general conditions

  	
   

  	
  1 lsum

  	
   

  	
  15,000.00 /lsum

  	
   

  	
  15,000

  	
   

  
	
  bonds/insurance

  	
   

  	
  1 lsum

  	
   

  	
  8,000.00 /lsum

  	
   

  	
  8,000

  	
   

  
	
  coordination drawings

  	
   

  	
  1 lsum

  	
   

  	
  5,000.00 /lsum

  	
   

  	
  5,000

  	
   

  
	
  plbg equip/systems
  identification

  	
   

  	
  1 lsum

  	
   

  	
  2,500.00 /lsum

  	
   

  	
  2,500

  	
   

  
	
  plbg permits/fees

  	
   

  	
  1 lsum

  	
   

  	
  2,500.00 /lsum

  	
   

  	
  2,500

  	
   

  
	
  project manager

  	
   

  	
  35 md

  	
   

  	
  428.93 /md

  	
   

  	
  15,012

  	
   

  
	
  supervision

  	
   

  	
  35 md

  	
   

  	
  428.93 /md

  	
   

  	
  15,012

  	
   

  
	
  traller/telephone

  	
   

  	
  1 lsum

  	
   

  	
  7,500.00 /lsum

  	
   

  	
  7,500

  	
   

  
	
  Plbg General
  Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  70,525

  	
   

  
	
  15060
  Equipment Supports/Base

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  housekeeping pads, interior

  	
   

  	
  200 sqft

  	
   

  	
  7.00 /sqft

  	
   

  	
  1,400

  	
   

  
	
  Equipment
  Supports/Base

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  1,400

  	
   

  
	
  15080
  Plumbing Allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  gas service, new (allow)

  	
   

  	
  1 lsum

  	
   

  	
  25,000.00 /lsum

  	
   

  	
  25,000

  	
   

  
	
  Plumbing
  Allowances

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  25,000

  	
   

  
	
  15100 Central
  Plumbing Equip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  booster pump system, duplex,
  125 gpm, w/tank & access.

  	
   

  	
  1 ea

  	
   

  	
  16,214.70 /ea

  	
   

  	
  16,215

  	
   

  
	
  circulating pump

  	
   

  	
  7 ea

  	
   

  	
  547.46 /ea

  	
   

  	
  3,832

  	
   

  
	
  hot water generator, gas fired,
  AO Smith HW399

  	
   

  	
  2 ea

  	
   

  	
  6,748.40 /ea

  	
   

  	
  13,497

  	
   

  
	
  hot water storage tank, AO Smith
  HD4B-900

  	
   

  	
  1 ea

  	
   

  	
  8,861.16 /ea

  	
   

  	
  8,861

  	
   

  
	
  Central
  Plumbing Equip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  42,405

  	
   

  
	
  15120
  Plumbing Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  backflow preventer, rpz,
  1-1/2"

  	
   

  	
  3 ea

  	
   

  	
  655.64 /ea

  	
   

  	
  1,967

  	
   

  
	
  backflow preventer, rpz,
  2"

  	
   

  	
  1 ea

  	
   

  	
  789.31 /ea

  	
   

  	
  789

  	
   

  
	
  backflow preventer, rpz,
  3"

  	
   

  	
  2 ea

  	
   

  	
  2,001.18 /ea

  	
   

  	
  4,002

  	
   

  
	
  backflow preventer, rpz,
  8"

  	
   

  	
  2 ea

  	
   

  	
  13,389.55 /ea

  	
   

  	
  26,779

  	
   

  
	
  gas shutoff, master control
  station

  	
   

  	
  1  ea

  	
   

  	
  1,386.14 /ea

  	
   

  	
  1,386

  	
   

  
	
  grease interceptor, concrete

  	
   

  	
  1 ea

  	
   

  	
  3,506.78 /ea

  	
   

  	
  3,507

  	
   

  
	
  oil interceptor

  	
   

  	
  3 ea

  	
   

  	
  1,198.39 /ea

  	
   

  	
  3,595

  	
   

  
	
  sump pump, submersible

  	
   

  	
  3 ea

  	
   

  	
  491.96 /ea

  	
   

  	
  1,476

  	
   

  
	
  sump pump, basin

  	
   

  	
  3 ea

  	
   

  	
  273.73 /ea

  	
   

  	
  821

  	
   

  
	
  Plumbing
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  44,323

  	
   

  
	
  15140
  Fixtures

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  food service equipment
  connection

  	
   

  	
  152 ea

  	
   

  	
  218.23 /ea

  	
   

  	
  33,171

  	
   

  
	
  floor drain, 3"

  	
   

  	
  93 ea 

  	
   

  	
  135.53 /ea

  	
   

  	
  12,604

  	
   

  
	
  floor drain, trench

  	
   

  	
  20 lnft

  	
   

  	
  75.20 /ea

  	
   

  	
  1,504

  	
   

  
	
  floor sink

  	
   

  	
  52 ea

  	
   

  	
  251.30 /ea

  	
   

  	
  13,068

  	
   

  
	
  hose blbb w/vacuum breaker

  	
   

  	
  10 ea

  	
   

  	
  96.68 /ea

  	
   

  	
  967

  	
   

  
	
  lavatory, countertop

  	
   

  	
  47 ea

  	
   

  	
  354.30 /ea

  	
   

  	
  16,652

  	
   

  
	
  mop basin

  	
   

  	
  4 ea

  	
   

  	
  492.16 /ea

  	
   

  	
  1,969

  	
   

  
	
  roof drain

  	
   

  	
  71 ea

  	
   

  	
  246.66 /ea

  	
   

  	
  17,513

  	
   

  
	
  shower, wall mid

  	
   

  	
  2 ea

  	
   

  	
  628.58 /ea

  	
   

  	
  1,257

  	
   

  
	
  sink, countertop, single, st.
  stl.

  	
   

  	
  1 ea

  	
   

  	
  434.33 /ea

  	
   

  	
  434

  	
   

  
	
  urinal, wall hung

  	
   

  	
  22 ea

  	
   

  	
  524.26 /ea

  	
   

  	
  11,534

  	
   

  
	
  water closet, wall hung

  	
   

  	
  51 ea

  	
   

  	
  552.01 /ea

  	
   

  	
  28,153

  	
   

  
	
  rough-in, water closet

  	
   

  	
  51 ea

  	
   

  	
  328.75 /ea

  	
   

  	
  16,766

  	
   

  
	
  rough-in, lavatory

  	
   

  	
  47 ea

  	
   

  	
  317.65 /ea

  	
   

  	
  14,930

  	
   

  
	
  rough-in, urinal

  	
   

  	
  22 ea

  	
   

  	
  325.98 /ea

  	
   

  	
  7,172

  	
   

  
	
  rough-in-sink

  	
   

  	
  1 ea

  	
   

  	
  412.33 /ea

  	
   

  	
  412

  	
   

  

 

1

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15140
  Fixtures

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  rough-in, mop basin

  	
   

  	
  4 ea

  	
   

  	
  546.63 /ea

  	
   

  	
  2,187

  	
   

  
	
  rough-in, shower

  	
   

  	
  2 ea

  	
   

  	
  395.68 /ea

  	
   

  	
  791

  	
   

  
	
  rough-in, floor drain

  	
   

  	
  145 ea

  	
   

  	
  128.75 /ea

  	
   

  	
  18,669

  	
   

  
	
  Fixtures

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  199,752

  	
   

  
	
  15200 H-C-R
  Piping/Valves/Ftgs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  copper pipe, 1/2"

  	
   

  	
  910 lnft

  	
   

  	
  2.54 /lnft

  	
   

  	
  2,307

  	
   

  
	
  copper pipe, 3/4"

  	
   

  	
  3,210 lnft

  	
   

  	
  2.76 /lnft

  	
   

  	
  8,850

  	
   

  
	
  copper pipe, 1"

  	
   

  	
  1,610 lnft

  	
   

  	
  3.73 /lnft

  	
   

  	
  6,008

  	
   

  
	
  copper pipe, 1-1/4"

  	
   

  	
  1,000 lnft

  	
   

  	
  4.07 /lnft

  	
   

  	
  4,065

  	
   

  
	
  copper pipe, 1-1/2"

  	
   

  	
  1,450 lnft

  	
   

  	
  4.38 /lnft

  	
   

  	
  6,344

  	
   

  
	
  copper pipe, 2"

  	
   

  	
  1,160 lnft

  	
   

  	
  5.69 /lnft

  	
   

  	
  6,600

  	
   

  
	
  copper pipe, 2-1/2"

  	
   

  	
  320 lnft

  	
   

  	
  8.15 /lnft

  	
   

  	
  2,606

  	
   

  
	
  copper pipe, 3"

  	
   

  	
  580 lnft

  	
   

  	
  10.24 /lnft

  	
   

  	
  5,939

  	
   

  
	
  copper pipe, 4"

  	
   

  	
  270 lnft

  	
   

  	
  14.73 /lnft

  	
   

  	
  3,977

  	
   

  
	
  copper elbow 1/2"

  	
   

  	
  119 ea

  	
   

  	
  14.47 /ea

  	
   

  	
  1,721

  	
   

  
	
  copper elbow 3/4"

  	
   

  	
  438 ea

  	
   

  	
  19.17 /ea

  	
   

  	
  8,398

  	
   

  
	
  copper elbow 1" 

  	
   

  	
  170 ea

  	
   

  	
  22.79 /ea

  	
   

  	
  3,874

  	
   

  
	
  copper elbow 1-1/4"

  	
   

  	
  127 ea

  	
   

  	
  26.02 /ea

  	
   

  	
  3,305

  	
   

  
	
  copper elbow 1-1/2"

  	
   

  	
  156 ea

  	
   

  	
  27.73 /ea

  	
   

  	
  4,326

  	
   

  
	
  copper elbow 2"

  	
   

  	
  112 ea

  	
   

  	
  33.52 /ea

  	
   

  	
  3,755

  	
   

  
	
  copper elbow 2-1/2"

  	
   

  	
  13 ea

  	
   

  	
  54.58 /ea

  	
   

  	
  709

  	
   

  
	
  copper elbow 3"

  	
   

  	
  37 ea

  	
   

  	
  66.58 /ea

  	
   

  	
  2,464

  	
   

  
	
  copper elbow 4"

  	
   

  	
  23 ea

  	
   

  	
  130.47 /ea

  	
   

  	
  3,001

  	
   

  
	
  copper tee 1/2"

  	
   

  	
  29 ea

  	
   

  	
  19.59 /ea

  	
   

  	
  568

  	
   

  
	
  copper tee 3/4"

  	
   

  	
  108 ea

  	
   

  	
  24.81 /ea

  	
   

  	
  2,680

  	
   

  
	
  copper tee 1"

  	
   

  	
  85 ea

  	
   

  	
  31.19 /ea

  	
   

  	
  2,713

  	
   

  
	
  copper tee 1-1/4"

  	
   

  	
  46 ea

  	
   

  	
  36.34 /ea

  	
   

  	
  1,672

  	
   

  
	
  copper tee 1-1/2"

  	
   

  	
  58 ea

  	
   

  	
  39.54 /ea

  	
   

  	
  2,294

  	
   

  
	
  copper tee 2"

  	
   

  	
  106 ea

  	
   

  	
  46.99 /ea

  	
   

  	
  4,981

  	
   

  
	
  copper tee 2-1/2"

  	
   

  	
  18 ea

  	
   

  	
  82.88 /ea

  	
   

  	
  1,492

  	
   

  
	
  copper tee 3"

  	
   

  	
  6 ea

  	
   

  	
  103.19 /ea

  	
   

  	
  619

  	
   

  
	
  copper coupling 1/2"

  	
   

  	
  46 ea

  	
   

  	
  14.52 /ea

  	
   

  	
  661

  	
   

  
	
  copper coupling 3/4"

  	
   

  	
  148 ea

  	
   

  	
  19.27 /ea

  	
   

  	
  2,853

  	
   

  
	
  copper coupling 1"

  	
   

  	
  81 ea

  	
   

  	
  22.84 /ea

  	
   

  	
  1,839

  	
   

  
	
  copper coupling 1-1/4"

  	
   

  	
  50 ea

  	
   

  	
  26.30 /ea

  	
   

  	
  1,315

  	
   

  
	
  copper coupling 1-1/2"

  	
   

  	
  73 ea

  	
   

  	
  27.84 /ea

  	
   

  	
  2,019

  	
   

  
	
  copper coupling 2"

  	
   

  	
  58 ea

  	
   

  	
  32.68 /ea

  	
   

  	
  1,896

  	
   

  
	
  copper coupling 2-1/2"

  	
   

  	
  16 ea

  	
   

  	
  51.60 /ea

  	
   

  	
  826

  	
   

  
	
  copper coupling 3"

  	
   

  	
  29 ea

  	
   

  	
  62.15 /ea

  	
   

  	
  1,802

  	
   

  
	
  copper coupling 4"

  	
   

  	
  14 ea

  	
   

  	
  87.95 /ea

  	
   

  	
  1,187

  	
   

  
	
  hanger, 1/2"

  	
   

  	
  91 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  303

  	
   

  
	
  hanger, 3/4"

  	
   

  	
  296 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  986

  	
   

  
	
  hanger, 1"

  	
   

  	
  161 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  536

  	
   

  
	
  hanger, 1-1/4"

  	
   

  	
  100 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  333

  	
   

  
	
  hanger, 1-1/2"

  	
   

  	
  145 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  644

  	
   

  
	
  hanger, 2"

  	
   

  	
  116 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  515

  	
   

  
	
  hanger, 2-1/2"

  	
   

  	
  32 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  142

  	
   

  
	
  hanger, 3"

  	
   

  	
  58 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  258

  	
   

  
	
  hanger, 4"

  	
   

  	
  27 ea

  	
   

  	
  5.55 /ea

  	
   

  	
  150

  	
   

  
	
  valve, ball, 1/2"

  	
   

  	
  27 ea

  	
   

  	
  22.26 /ea

  	
   

  	
  601

  	
   

  
	
  valve, ball, 3/4"

  	
   

  	
  120 ea

  	
   

  	
  32.32 /ea

  	
   

  	
  3,879

  	
   

  
	
  valve, ball, 1"

  	
   

  	
  26 ea

  	
   

  	
  39.55 /ea

  	
   

  	
  1,028

  	
   

  

 

2

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15200 H-C-R
  Piping/valves/Ftgs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  valve, ball, 1-1/4" 

  	
   

  	
  32 ea

  	
   

  	
  53.58 /ea

  	
   

  	
  1,715

  	
   

  
	
  valve, ball, 1-1/2"

  	
   

  	
  32 ea

  	
   

  	
  63.37 /ea

  	
   

  	
  2,028

  	
   

  
	
  valve, ball, 2"

  	
   

  	
  19 ea

  	
   

  	
  76.52 /ea

  	
   

  	
  1,454

  	
   

  
	
  valve, 2-1/2"

  	
   

  	
  4 ea

  	
   

  	
  256.84 /ea

  	
   

  	
  1,027

  	
   

  
	
  valve, 3"

  	
   

  	
  3 ea

  	
   

  	
  333.64 /ea

  	
   

  	
  1,001

  	
   

  
	
  valve, 4"

  	
   

  	
  3 ea

  	
   

  	
  132.47 /ea

  	
   

  	
  397

  	
   

  
	
  carbon steel welded pipe,
  10"

  	
   

  	
  90 lnft

  	
   

  	
  34.10 /lnft

  	
   

  	
  3,069

  	
   

  
	
  carbon steel welded elbows,
  10"

  	
   

  	
  11 ea

  	
   

  	
  433.64 /ea

  	
   

  	
  4,770

  	
   

  
	
  carbon steel welded tees
  10"

  	
   

  	
  2 ea

  	
   

  	
  616.50 /ea

  	
   

  	
  1,233

  	
   

  
	
  H-C-R
  Piping/Valves/Ftgs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  135,732

  	
   

  
	
  15240 San
  Waste/Vent Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  excavate/backfill

  	
   

  	
  1,100 lnft

  	
   

  	
  13.00 /lnft

  	
   

  	
  14,300

  	
   

  
	
  No-Hub Pipe 1-1/2"

  	
   

  	
  25 lnft

  	
   

  	
  7.99 /lnft

  	
   

  	
  200

  	
   

  
	
  No-Hub Pipe 2"

  	
   

  	
  440 lnft

  	
   

  	
  8.44 /lnft

  	
   

  	
  3,712

  	
   

  
	
  No-Hub Pipe 3"

  	
   

  	
  420 lnft

  	
   

  	
  11.09 /lnft

  	
   

  	
  4,660

  	
   

  
	
  No-Hub Pipe 4"

  	
   

  	
  3,230 lnft

  	
   

  	
  14.60 /lnft

  	
   

  	
  47,150

  	
   

  
	
  No-Hub Pipe 6"

  	
   

  	
  280 lnft

  	
   

  	
  22.52 /lnft

  	
   

  	
  6,305

  	
   

  
	
  No-Hub Coup  1 1/2"

  	
   

  	
  21 each

  	
   

  	
  6.59 /each

  	
   

  	
  138

  	
   

  
	
  No-Hub Coup 2"

  	
   

  	
  199 each

  	
   

  	
  6.59 /each

  	
   

  	
  1,312

  	
   

  
	
  No-Hub Coup 3"

  	
   

  	
  97 each

  	
   

  	
  7.85 /each

  	
   

  	
  761

  	
   

  
	
  No-Hub Coup 4"

  	
   

  	
  1,650 each

  	
   

  	
  9.35 /each

  	
   

  	
  15,421

  	
   

  
	
  No-Hub Coup 6"

  	
   

  	
  59 each

  	
   

  	
  23.83 /each

  	
   

  	
  1,406

  	
   

  
	
  No-Hub 1/4 Bend 1 1/2"

  	
   

  	
  4 each

  	
   

  	
  22.49 /each

  	
   

  	
  90

  	
   

  
	
  No-Hub 1/4 Bend 2"

  	
   

  	
  54 each

  	
   

  	
  25.76 /each

  	
   

  	
  1,391

  	
   

  
	
  No-Hub 1/4 Bend 3"

  	
   

  	
  12 each

  	
   

  	
  34.34 /each

  	
   

  	
  412

  	
   

  
	
  No-Hub 1/4 Bend 4"

  	
   

  	
  112 each

  	
   

  	
  53.02 /each

  	
   

  	
  5,938

  	
   

  
	
  No-Hub 1/4 Bend 6"

  	
   

  	
  11 each

  	
   

  	
  89.13 /each

  	
   

  	
  980

  	
   

  
	
  No-Hub 1/8 Bend 1 1/2"

  	
   

  	
  5 each

  	
   

  	
  19.60 /each

  	
   

  	
  98

  	
   

  
	
  No-Hub 1/8 Bend 2"

  	
   

  	
  41 each

  	
   

  	
  20.71 /each

  	
   

  	
  849

  	
   

  
	
  No-Hub 1/8 Bend 3"

  	
   

  	
  10 each

  	
   

  	
  25.30 /each

  	
   

  	
  253

  	
   

  
	
  No-Hub 1/8 Bend 4"

  	
   

  	
  257 each

  	
   

  	
  33.34 /each

  	
   

  	
  8,568

  	
   

  
	
  No-Hub 1/8 Bend 6"

  	
   

  	
  4 each

  	
   

  	
  56.77 /each

  	
   

  	
  227

  	
   

  
	
  No-Hub Comb Wye 2"

  	
   

  	
  8 each

  	
   

  	
  27.76 /each

  	
   

  	
  222

  	
   

  
	
  No-Hub Comb Wye 3"

  	
   

  	
  18 each

  	
   

  	
  41.84 /each

  	
   

  	
  753

  	
   

  
	
  No-Hub Comb Wye 4"

  	
   

  	
  314 each

  	
   

  	
  63.39 /each

  	
   

  	
  19,905

  	
   

  
	
  No-Hub Comb Wye 6"

  	
   

  	
  10 each

  	
   

  	
  124.23 /each

  	
   

  	
  1,242

  	
   

  
	
  Sgl Hub Pipe 3"

  	
   

  	
  80 lnft

  	
   

  	
  12.14 /lnft

  	
   

  	
  971

  	
   

  
	
  Sgl Hub Pipe 4"

  	
   

  	
  480 lnft

  	
   

  	
  15.64 /lnft

  	
   

  	
  7,509

  	
   

  
	
  Sgl Hub Pipe 6"

  	
   

  	
  540 lnft

  	
   

  	
  22.52 /lnft

  	
   

  	
  12,159

  	
   

  
	
  Sng Hub 1/4 bend 3"

  	
   

  	
  11 each

  	
   

  	
  33.92 /each

  	
   

  	
  373

  	
   

  
	
  Sng Hub 1/4 bend 4"

  	
   

  	
  19 each

  	
   

  	
  48.16 /each

  	
   

  	
  915

  	
   

  
	
  Sng Hub 1/4 bend 6"

  	
   

  	
  10 each

  	
   

  	
  72.86 /each

  	
   

  	
  729

  	
   

  
	
  Sng Hub wye 3"

  	
   

  	
  7 each

  	
   

  	
  65.98 /each

  	
   

  	
  462

  	
   

  
	
  Sng Hub wye 4"

  	
   

  	
  13 each

  	
   

  	
  88.87 /each

  	
   

  	
  1,155

  	
   

  
	
  Sng Hub wye 6"

  	
   

  	
  15 each

  	
   

  	
  159.16 /each

  	
   

  	
  2,387

  	
   

  
	
  Sng Hub 1/8 Bend 3"

  	
   

  	
  8 each

  	
   

  	
  37.19 /each

  	
   

  	
  298

  	
   

  
	
  Sng Hub 1/8 Bend 4"

  	
   

  	
  19 each

  	
   

  	
  42.90 /each

  	
   

  	
  815

  	
   

  
	
  Sng Hub 1/8 Bend 6"

  	
   

  	
  10 each

  	
   

  	
  62.79 /each

  	
   

  	
  628

  	
   

  
	
  copper pipe, 1-1/2"

  	
   

  	
  460 lnft

  	
   

  	
  4.38 /lnft

  	
   

  	
  2,013

  	
   

  
	
  copper pipe, 2"

  	
   

  	
  1,730 lnft

  	
   

  	
  5.69 /lnft

  	
   

  	
  9,843

  	
   

  
	
  copper pipe, 3"

  	
   

  	
  690 lnft

  	
   

  	
  10.24 /lnft

  	
   

  	
  7,066

  	
   

  
	
  copper pipe, 4"

  	
   

  	
  185 lnft

  	
   

  	
  14.73 /lnft

  	
   

  	
  2,725

  	
   

  

 

3

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15240 San
  Waste/Vent Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  copper elbow 1-1/2"

  	
   

  	
  65 ea

  	
   

  	
  27.73 /ea

  	
   

  	
  1,803

  	
   

  
	
  copper elbow 2"

  	
   

  	
  209 ea

  	
   

  	
  33.52 /ea

  	
   

  	
  7,006

  	
   

  
	
  copper elbow 3"

  	
   

  	
  74 ea

  	
   

  	
  66.58 /ea

  	
   

  	
  4,927

  	
   

  
	
  copper elbow 4"

  	
   

  	
  9 ea

  	
   

  	
  100.29 /ea

  	
   

  	
  903

  	
   

  
	
  copper tee 1-1/2"

  	
   

  	
  33 ea

  	
   

  	
  39.54 /ea

  	
   

  	
  1,305

  	
   

  
	
  copper tee 2"

  	
   

  	
  93 ea

  	
   

  	
  46.99 /ea

  	
   

  	
  4,370

  	
   

  
	
  copper tee 3"

  	
   

  	
  81 ea

  	
   

  	
  103.19 /ea

  	
   

  	
  8,358

  	
   

  
	
  copper tee 4"

  	
   

  	
  6 ea

  	
   

  	
  158.51 /ea

  	
   

  	
  951

  	
   

  
	
  San
  Waste/Vent Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  215,966

  	
   

  
	
  15260 Storm
  Water Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  excavate/backfill

  	
   

  	
  3,240 lnft

  	
   

  	
  13.00 /lnft

  	
   

  	
  42,120

  	
   

  
	
  No-Hub Pipe 3"

  	
   

  	
  200 lnft

  	
   

  	
  11.09 /lnft

  	
   

  	
  2,219

  	
   

  
	
  No-Hub Pipe 4"

  	
   

  	
  2,125 lnft

  	
   

  	
  14.60 /lnft

  	
   

  	
  31,020

  	
   

  
	
  No-Hub Pipe 6"

  	
   

  	
  840 lnft

  	
   

  	
  22.52 /lnft

  	
   

  	
  18,914

  	
   

  
	
  No-Hub Coup 3"

  	
   

  	
  88 each

  	
   

  	
  7.85 /each

  	
   

  	
  691

  	
   

  
	
  No-Hub Coup 4"

  	
   

  	
  915 each

  	
   

  	
  9.35 /each

  	
   

  	
  8,547

  	
   

  
	
  No-Hub Coup 6"

  	
   

  	
  253 each

  	
   

  	
  23.83 /each

  	
   

  	
  6,029

  	
   

  
	
  No-Hub 1/4 Bend 3"

  	
   

  	
  17 each

  	
   

  	
  34.34 /each

  	
   

  	
  584

  	
   

  
	
  No-Hub 1/4 Bend 4"

  	
   

  	
  151 each

  	
   

  	
  53.02 /each

  	
   

  	
  8,005

  	
   

  
	
  No-Hub 1/4 Bend 6"

  	
   

  	
  37 each

  	
   

  	
  89.13 /each

  	
   

  	
  3,298

  	
   

  
	
  No-Hub 1/8 Bend 3"

  	
   

  	
  10 each

  	
   

  	
  25.30 /each

  	
   

  	
  253

  	
   

  
	
  No-Hub 1/8 Bend 4"

  	
   

  	
  127 each

  	
   

  	
  33.34 /each

  	
   

  	
  4,234

  	
   

  
	
  No-Hub 1/8 Bend 6"

  	
   

  	
  25 each

  	
   

  	
  56.76 /each

  	
   

  	
  1,419

  	
   

  
	
  No-Hub Comb Wye 3"

  	
   

  	
  8 each

  	
   

  	
  41.84 /each

  	
   

  	
  335

  	
   

  
	
  No-Hub Comb Wye 4"

  	
   

  	
  90 each

  	
   

  	
  63.39 /each

  	
   

  	
  5,705

  	
   

  
	
  No-Hub Comb Wye 6"

  	
   

  	
  29 each

  	
   

  	
  124.23 /each

  	
   

  	
  3,603

  	
   

  
	
  Sgl Hub Pipe 4"

  	
   

  	
  960 lnft

  	
   

  	
  15.64 /lnft

  	
   

  	
  15,017

  	
   

  
	
  Sgl Hub Pipe 6"

  	
   

  	
  1,100 lnft

  	
   

  	
  24.26 /lnft

  	
   

  	
  26,686

  	
   

  
	
  Sgl Hub Pipe 8"

  	
   

  	
  640 lnft

  	
   

  	
  36.36 /lnft

  	
   

  	
  23,273

  	
   

  
	
  Sgl Hub Pipe 10"

  	
   

  	
  540 lnft

  	
   

  	
  54.88 /lnft

  	
   

  	
  29,633

  	
   

  
	
  Sng Hub 1/4 Bend 4"

  	
   

  	
  37 each

  	
   

  	
  62.05 /each

  	
   

  	
  2,296

  	
   

  
	
  Sng Hub 1/4 Bend 6"

  	
   

  	
  46 each

  	
   

  	
  72.86 /each

  	
   

  	
  3,351

  	
   

  
	
  Sng Hub 1/4 Bend 8"

  	
   

  	
  3 each

  	
   

  	
  154.94 /each

  	
   

  	
  465

  	
   

  
	
  Sng Hub 1/4 Bend 10"

  	
   

  	
  1 each

  	
   

  	
  221.43 /each

  	
   

  	
  221

  	
   

  
	
  Sng Hub Wye 4"

  	
   

  	
  11 each

  	
   

  	
  86.09 /each

  	
   

  	
  947

  	
   

  
	
  Sng Hub Wye 6"

  	
   

  	
  18 each

  	
   

  	
  159.16 /each

  	
   

  	
  2,865

  	
   

  
	
  Sng Hub Wye 8"

  	
   

  	
  26 each

  	
   

  	
  306.18 /each

  	
   

  	
  7,961

  	
   

  
	
  Sng Hub Wye 10"

  	
   

  	
  26 each

  	
   

  	
  401.62 /each

  	
   

  	
  10,442

  	
   

  
	
  Sng Hub 1/8 bend 4"

  	
   

  	
  56 each

  	
   

  	
  42.90 /each

  	
   

  	
  2,402

  	
   

  
	
  Sng Hub 1/8 bend 6

  	
   

  	
  45 each

  	
   

  	
  62.79 /each

  	
   

  	
  2,825

  	
   

  
	
  Sng Hub 1/8 bend 8"

  	
   

  	
  11 each

  	
   

  	
  126.99 /each

  	
   

  	
  1,397

  	
   

  
	
  Storm Water
  Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  266,758

  	
   

  
	
  15320 Natural
  Gas Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  steel pipe T&C, 3/4"

  	
   

  	
  170 lf

  	
   

  	
  3.58 /lf

  	
   

  	
  609

  	
   

  
	
  steel pipe T&C, 1-1/4"

  	
   

  	
  60 lf

  	
   

  	
  5.25 /lf

  	
   

  	
  315

  	
   

  
	
  steel pipe T&C, 1-1/2"

  	
   

  	
  120 lf

  	
   

  	
  5.52 /lf

  	
   

  	
  662

  	
   

  
	
  steel pipe T&C, 2"

  	
   

  	
  130 lf

  	
   

  	
  7.16 /lf

  	
   

  	
  931

  	
   

  
	
  steel pipe T&C, 2-1/2"

  	
   

  	
  50 lf

  	
   

  	
  9.91 /lf

  	
   

  	
  496

  	
   

  
	
  steel elbow, threaded,
  3/4"

  	
   

  	
  38 ea

  	
   

  	
  25.63 /ea

  	
   

  	
  974

  	
   

  
	
  steel elbow, threaded,
  1-1/4"

  	
   

  	
  12 ea

  	
   

  	
  38.67 /ea

  	
   

  	
  464

  	
   

  
	
  steel elbow, threaded,
  1-1/2"

  	
   

  	
  12 ea

  	
   

  	
  43.23 /ea

  	
   

  	
  519

  	
   

  
	
  steel elbow, threaded, 2"

  	
   

  	
  33 ea

  	
   

  	
  55.90 /ea

  	
   

  	
  1,845

  	
   

  

 

4

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15320 Natural
  Gas Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  steel elbow, threaded,
  2-1/2"

  	
   

  	
  6 ea

  	
   

  	
  96.01 /ea

  	
   

  	
  576

  	
   

  
	
  steel tee, threaded, 3/4"

  	
   

  	
  19 ea

  	
   

  	
  40.98 /ea

  	
   

  	
  779

  	
   

  
	
  steel tee, threaded,
  1-1/4"

  	
   

  	
  5 ea

  	
   

  	
  58.66 /ea

  	
   

  	
  293

  	
   

  
	
  steel tee ,threaded,
  1-1/2"

  	
   

  	
  8 ea

  	
   

  	
  76.22 /ea

  	
   

  	
  610

  	
   

  
	
  steel tee, threaded, 2"

  	
   

  	
  16 ea

  	
   

  	
  84.28 /ea

  	
   

  	
  1,349

  	
   

  
	
  steel tee, threaded,
  2-1/2"

  	
   

  	
  4 ea

  	
   

  	
  149.72 /ea

  	
   

  	
  599

  	
   

  
	
  steel union, threaded,
  3/4"

  	
   

  	
  19 ea

  	
   

  	
  35.39 /ea

  	
   

  	
  672

  	
   

  
	
  steel union, threaded,
  1-1/2"

  	
   

  	
  2 ea

  	
   

  	
  59.76 /ea

  	
   

  	
  120

  	
   

  
	
  steel union, threaded, 2"

  	
   

  	
  8 ea

  	
   

  	
  79.44 /ea

  	
   

  	
  636

  	
   

  
	
  plug valve, 3/4"

  	
   

  	
  19 ea

  	
   

  	
  57.28 /ea

  	
   

  	
  1,088

  	
   

  
	
  plug valve, 1-1/4"

  	
   

  	
  1 ea

  	
   

  	
  94.02 /ea

  	
   

  	
  94

  	
   

  
	
  plug valve, 1-1/2"

  	
   

  	
  2 ea

  	
   

  	
  112.24 /ea

  	
   

  	
  224

  	
   

  
	
  plug valve, 2"

  	
   

  	
  6 ea

  	
   

  	
  148.93 /ea

  	
   

  	
  894

  	
   

  
	
  plug valve, 2-1/2"

  	
   

  	
  1 ea

  	
   

  	
  307.26 /ea

  	
   

  	
  307

  	
   

  
	
  plug valve, 3"

  	
   

  	
  1 ea

  	
   

  	
  377.79 /ea

  	
   

  	
  378

  	
   

  
	
  plug valve, 4"

  	
   

  	
  2 ea

  	
   

  	
  467.00 /ea

  	
   

  	
  934

  	
   

  
	
  plug valve, 8"

  	
   

  	
  1 ea

  	
   

  	
  1,322.61 /ea

  	
   

  	
  1,323

  	
   

  
	
  carbon steel welded pipe,
  3"

  	
   

  	
  15 lnft

  	
   

  	
  11.73 /lnft

  	
   

  	
  176

  	
   

  
	
  carbon steel welded pipe,
  4"

  	
   

  	
  60 lnft

  	
   

  	
  14.85 /lnft

  	
   

  	
  391

  	
   

  
	
  carbon steel welded pipe,
  8"

  	
   

  	
  240 lnft

  	
   

  	
  28.70 /lnft

  	
   

  	
  6,888

  	
   

  
	
  carbon steel welded pipe,
  12"

  	
   

  	
  15 lnft

  	
   

  	
  40.16 /lnft

  	
   

  	
  602

  	
   

  
	
  carbon steel welded elbows,
  3"

  	
   

  	
  3 ea

  	
   

  	
  140.45 /ea

  	
   

  	
  421

  	
   

  
	
  carbon steel welded elbows,
  4"

  	
   

  	
  8 ea

  	
   

  	
  176.65 /ea

  	
   

  	
  1,413

  	
   

  
	
  carbon steel welded elbows,
  8"

  	
   

  	
  16 ea

  	
   

  	
  319.95 /ea

  	
   

  	
  5,119

  	
   

  
	
  carbon steel welded elbows,
  12"

  	
   

  	
  1 ea

  	
   

  	
  548.99 /ea

  	
   

  	
  549

  	
   

  
	
  carbon steel welded tees
  4"

  	
   

  	
  2 ea

  	
   

  	
  261.08 /ea

  	
   

  	
  522

  	
   

  
	
  carbon steel welded tees
  8"

  	
   

  	
  3 ea

  	
   

  	
  456.55 /ea

  	
   

  	
  1,370

  	
   

  
	
  carbon steel welded flanges
  4"

  	
   

  	
  6 ea

  	
   

  	
  138.43 /ea

  	
   

  	
  831

  	
   

  
	
  hanger, 3/4"

  	
   

  	
  17 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  75

  	
   

  
	
  hanger, 1 1/4"

  	
   

  	
  6 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  27

  	
   

  
	
  hanger, 1 1/2"

  	
   

  	
  12 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  53

  	
   

  
	
  hanger, 2"

  	
   

  	
  13 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  58

  	
   

  
	
  hanger, 2-1/2"

  	
   

  	
  5 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  22

  	
   

  
	
  hanger, 3"

  	
   

  	
  2 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  7

  	
   

  
	
  hanger 4"

  	
   

  	
  6 ea

  	
   

  	
  5.55 /ea

  	
   

  	
  33

  	
   

  
	
  hanger, 8"

  	
   

  	
  24 ea

  	
   

  	
  11.10 /ea

  	
   

  	
  266

  	
   

  
	
  Natural Gas
  Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  37,012

  	
   

  
	
  15360 Plumbing
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  pipe insulation, fiberglass,
  1/2"

  	
   

  	
  910 lnft

  	
   

  	
  2.83 /lnft

  	
   

  	
  2,618

  	
   

  
	
  pipe insulation, fiberglass,
  3/4"

  	
   

  	
  2,960 lnft

  	
   

  	
  3.45 /lnft

  	
   

  	
  10,220

  	
   

  
	
  pipe insulation, fiberglass,
  1"

  	
   

  	
  1,510 lnft

  	
   

  	
  3.54 /lnft

  	
   

  	
  5,348

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/4"

  	
   

  	
  1,000 lnft

  	
   

  	
  4.32 /lnft

  	
   

  	
  4,317

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/2"

  	
   

  	
  1,450 lnft

  	
   

  	
  4.43 /lnft

  	
   

  	
  6,420

  	
   

  
	
  pipe insulation, fiberglass,
  2"

  	
   

  	
  1,160 lnft

  	
   

  	
  4.58 /lnft

  	
   

  	
  5,316

  	
   

  
	
  pipe insulation, fiberglass,
  2-1/2"

  	
   

  	
  320 lnft

  	
   

  	
  4.76 /lnft

  	
   

  	
  1,523

  	
   

  
	
  pipe insulation, fiberglass,
  3"

  	
   

  	
  780 lnft

  	
   

  	
  6.38 /lnft

  	
   

  	
  4,977

  	
   

  
	
  pipe insulation, fiberglass,
  4"

  	
   

  	
  1,565 lnft

  	
   

  	
  7.30 /lnft

  	
   

  	
  11,426

  	
   

  
	
  pipe insulation, fiberglass,
  6"

  	
   

  	
  840 lnft

  	
   

  	
  8.71 /lnft

  	
   

  	
  7,314

  	
   

  
	
  pipe insulation, fiberglass,
  fitting 1/2"

  	
   

  	
  175 ea

  	
   

  	
  7.10 /ea

  	
   

  	
  1,243

  	
   

  
	
  pipe insulation, fiberglass,
  fitting 3/4"

  	
   

  	
  666 ea

  	
   

  	
  8.10 /ea

  	
   

  	
  5,394

  	
   

  
	
  pipe insulation, fiberglass,
  fitting 1"

  	
   

  	
  281 ea

  	
   

  	
  8.28 /ea

  	
   

  	
  2,326

  	
   

  
	
  pipe insulation, fiberglass,
  fitting 1-1/4"

  	
   

  	
  205 ea

  	
   

  	
  10.23 /ea

  	
   

  	
  2,096

  	
   

  

 

5

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15360
  Plumbing Insulation 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1-1/2"

  	
   

  	
  246 ea

  	
   

  	
  10.33 /ea

  	
   

  	
  2,540

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 2"

  	
   

  	
  218 ea

  	
   

  	
  10.49 /ea

  	
   

  	
  2,287

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 2-1/2"

  	
   

  	
  36 ea

  	
   

  	
  11.11 /ea

  	
   

  	
  400

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 3"

  	
   

  	
  93 ea

  	
   

  	
  14.35 /ea

  	
   

  	
  1,335

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 4"

  	
   

  	
  400 ea

  	
   

  	
  16.19 /ea

  	
   

  	
  6,477

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 6

  	
   

  	
  91 ea

  	
   

  	
  23.27 /ea

  	
   

  	
  2,117

  	
   

  
	
  Plumbing
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  85,696

  	
   

  
	
  15449
  Proposed Cost Adjustments

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  shell out

  	
   

  	
  -1 lsum

  	
   

  	
  21,000.00 /lsum

  	
   

  	
  (21,000)

  	
   

  
	
  Proposed Cost
  Adjustments

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  (21,000)

  	
   

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  1,103,568

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15040
  Cut/patch

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  access door, 12 x 12

  	
   

  	
  160 ea

  	
   

  	
  83.25 /ea

  	
   

  	
  13,320

  	
   

  
	
  Cut/Patch

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  13,320

  	
   

  
	
  15100 Central
  Plumbing Equip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  hot water generator, gas fired,
  AO Smith HW300

  	
   

  	
  2 ea

  	
   

  	
  5,638.40 /ea

  	
   

  	
  11,277

  	
   

  
	
  hot water storage tank, AD
  Smith HD48-600

  	
   

  	
  1 ea

  	
   

  	
  7,088.93 /ea

  	
   

  	
  7,089

  	
   

  
	
  Central
  Plumbing Equip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  18,366

  	
   

  
	
  15140
  Fixtures

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  bathtub

  	
   

  	
  148 ea

  	
   

  	
  797.40 /ea

  	
   

  	
  118,016

  	
   

  
	
  floor drain. 3"

  	
   

  	
  5 ea

  	
   

  	
  135.53 /ea

  	
   

  	
  678

  	
   

  
	
  lavatory, countertop

  	
   

  	
  9 ea

  	
   

  	
  354.30 /ea

  	
   

  	
  3,189

  	
   

  
	
  roof drain

  	
   

  	
  14 ea

  	
   

  	
  246.66 /ea

  	
   

  	
  3,453

  	
   

  
	
  shower, wall mtd

  	
   

  	
  3 ea

  	
   

  	
  628.58 /ea

  	
   

  	
  1,886

  	
   

  
	
  water closet, floor mtd, tank
  type

  	
   

  	
  151 ea

  	
   

  	
  389.15 /ea

  	
   

  	
  58,762

  	
   

  
	
  rough-in, water closet

  	
   

  	
  151 ea

  	
   

  	
  328.75 /ea

  	
   

  	
  49,642

  	
   

  
	
  rough-in, lavatory

  	
   

  	
  9 ea

  	
   

  	
  317.65 /ea

  	
   

  	
  2,859

  	
   

  
	
  rough-in, shower

  	
   

  	
  3 ea

  	
   

  	
  395.68 /ea

  	
   

  	
  1,187

  	
   

  
	
  rough-in, floor drain

  	
   

  	
  5 ea

  	
   

  	
  128.75 /ea

  	
   

  	
  644

  	
   

  
	
  rough-in, bathtub

  	
   

  	
  148 ea

  	
   

  	
  501.46 /ea

  	
   

  	
  74,215

  	
   

  
	
  Fixtures

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  314,530

  	
   

  
	
  15180 Fixture
  Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  lavatory sink stops, drain,
  p-trap

  	
   

  	
  151 ea

  	
   

  	
  69.93 /ea

  	
   

  	
  10,559

  	
   

  
	
  Fixture
  Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  10,599

  	
   

  
	
  15200 H-C-R
  Piping/Valves/ftgs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  copper pipe, 1/2"

  	
   

  	
  850 lnft

  	
   

  	
  2.54 /lnft

  	
   

  	
  2,155

  	
   

  
	
  copper pipe, 3/4"

  	
   

  	
  900 lnft

  	
   

  	
  2.76 /lnft

  	
   

  	
  2,481

  	
   

  
	
  copper pipe, 1"

  	
   

  	
  80 lnft

  	
   

  	
  3.73 /lnft

  	
   

  	
  299

  	
   

  
	
  copper pipe, 1-1/4"

  	
   

  	
  850 lnft

  	
   

  	
  4.07 /lnft

  	
   

  	
  3,455

  	
   

  
	
  copper pipe, 1-1/2"

  	
   

  	
  510 lnft

  	
   

  	
  4.38 /lnft

  	
   

  	
  2,231

  	
   

  
	
  copper elbow 1/2"

  	
   

  	
  578 ea

  	
   

  	
  14.47 /ea

  	
   

  	
  8,362

  	
   

  
	
  copper tee 1/2"

  	
   

  	
  136 ea

  	
   

  	
  19.59 /ea

  	
   

  	
  2,664

  	
   

  
	
  copper tee 3/4"

  	
   

  	
  73 ea

  	
   

  	
  24.81 /ea

  	
   

  	
  1,811

  	
   

  
	
  copper tee 1"

  	
   

  	
  34 ea

  	
   

  	
  31.91 /ea

  	
   

  	
  1,085

  	
   

  
	
  copper tee 1-1/4"

  	
   

  	
  170 ea

  	
   

  	
  36.34 /ea

  	
   

  	
  6,178

  	
   

  
	
  copper tee 1-1/2"

  	
   

  	
  102 ea

  	
   

  	
  39.54 /ea

  	
   

  	
  4,033

  	
   

  
	
  copper coupling 1/2"

  	
   

  	
  43 ea

  	
   

  	
  14.52 /ea

  	
   

  	
  617

  	
   

  
	
  copper coupling 3/4"

  	
   

  	
  45 ea

  	
   

  	
  19.27 /ea

  	
   

  	
  867

  	
   

  
	
  copper coupling 1"

  	
   

  	
  4 ea

  	
   

  	
  22.84 /ea

  	
   

  	
  91

  	
   

  
	
  copper coupling 1-1/4"

  	
   

  	
  43 ea

  	
   

  	
  26.30 /ea

  	
   

  	
  1,118

  	
   

  

 

6

 

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15200 H-C-R
  Piping/Valves/Figs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  copper coupling 1-1/2"

  	
   

  	
  26 ea

  	
   

  	
  27.84 /ea

  	
   

  	
  710

  	
   

  
	
  hanger, 1/2"

  	
   

  	
  85 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  283

  	
   

  
	
  hanger, 3/4"

  	
   

  	
  90 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  300

  	
   

  
	
  hanger, 1"

  	
   

  	
  8 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  27

  	
   

  
	
  hanger, 1-1/4"

  	
   

  	
  85 ea

  	
   

  	
  3.33 /ea

  	
   

  	
  283

  	
   

  
	
  hanger, 1-1/2"

  	
   

  	
  51 ea

  	
   

  	
  4.44 /ea

  	
   

  	
  226

  	
   

  
	
  valve, ball, 1/2"

  	
   

  	
  320 ea

  	
   

  	
  22.26 /ea

  	
   

  	
  7,123

  	
   

  
	
  valve, ball, 3/4"

  	
   

  	
  38 ea

  	
   

  	
  32.32 /ea

  	
   

  	
  1,228

  	
   

  
	
  H-C-R
  Piping/Valves/Figs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  47,627

  	
   

  
	
  15240 San
  Waste/Vent Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No-Hub Pipe 3"

  	
   

  	
  1,090 lnft

  	
   

  	
  11.09 /lnft

  	
   

  	
  12,093

  	
   

  
	
  No-Hub Coup 3"

  	
   

  	
  800 each

  	
   

  	
  7.85 /each

  	
   

  	
  6,278

  	
   

  
	
  No-Hub 1/8 Bend 3"

  	
   

  	
  261 each

  	
   

  	
  25.30 /each

  	
   

  	
  6,604

  	
   

  
	
  No-Hub Comb Wye 3"

  	
   

  	
  173 each

  	
   

  	
  41.84 /each

  	
   

  	
  7,238

  	
   

  
	
  copper pipe, 2"

  	
   

  	
  1,750 lnft

  	
   

  	
  5.69 /lnft

  	
   

  	
  9,957

  	
   

  
	
  copper elbow 2"

  	
   

  	
  510 ea

  	
   

  	
  33.52 /ea

  	
   

  	
  17,097

  	
   

  
	
  copper tee 2"

  	
   

  	
  170 ea

  	
   

  	
  46.99 /ea

  	
   

  	
  7,988

  	
   

  
	
  San
  Waste/Vent Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  67,255

  	
   

  
	
  15260 Storm
  Water Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No-Hub Pipe 3"

  	
   

  	
  100 lnft

  	
   

  	
  11.1 /lnft

  	
   

  	
  1,109

  	
   

  
	
  No-Hub Pipe 4"

  	
   

  	
  870 lnft

  	
   

  	
  14.60 /lnft

  	
   

  	
  12,700

  	
   

  
	
  No-Hub Coup 3"

  	
   

  	
  5 each

  	
   

  	
  7.85 /each

  	
   

  	
  39

  	
   

  
	
  No-Hub Coup 4"

  	
   

  	
  165 each

  	
   

  	
  9.35 /each

  	
   

  	
  1,542

  	
   

  
	
  No-Hub 1/4 Bend 4"

  	
   

  	
  26 each

  	
   

  	
  53.02 /each

  	
   

  	
  1,378

  	
   

  
	
  No-Hub 1/8 Bend 4"

  	
   

  	
  23 each

  	
   

  	
  33.34 /each

  	
   

  	
  767

  	
   

  
	
  No-Hub Comb Wye 4"

  	
   

  	
  9 each

  	
   

  	
  63.39 /each

  	
   

  	
  571

  	
   

  
	
  Storm Water
  Piping

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  18,107

  	
   

  
	
  15360
  Plumbing Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  pipe insulation, fiberglass,
  1/2"

  	
   

  	
  850 lnft

  	
   

  	
  2.88 /lnft

  	
   

  	
  2,446

  	
   

  
	
  pipe insulation, fiberglass,
  3/4"

  	
   

  	
  900 lnft

  	
   

  	
  3.45 /lnft

  	
   

  	
  3,107

  	
   

  
	
  pipe insulation, fiberglass,
  1"

  	
   

  	
  80 lnft

  	
   

  	
  3.54 /lnft

  	
   

  	
  283

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/4"

  	
   

  	
  850 lnft

  	
   

  	
  4.32 /lnft

  	
   

  	
  3,669

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/2"

  	
   

  	
  510 lnft

  	
   

  	
  4.43 /lnft

  	
   

  	
  2,258

  	
   

  
	
  pipe insulation, fiberglass,
  3"

  	
   

  	
  100 lnft

  	
   

  	
  6.38 /lnft

  	
   

  	
  638

  	
   

  
	
  pipe insulation, fiberglass,
  4"

  	
   

  	
  70 lnft

  	
   

  	
  7.30 /lnft

  	
   

  	
  511

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1/2"

  	
   

  	
  1,034 ea

  	
   

  	
  7.10 /ea

  	
   

  	
  7,345

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 3/4"

  	
   

  	
  111 ea

  	
   

  	
  8.10 /ea

  	
   

  	
  899

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1"

  	
   

  	
  34 ea

  	
   

  	
  8.28 /ea

  	
   

  	
  281

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1-1/4"

  	
   

  	
  170 ea

  	
   

  	
  10.23 /ea

  	
   

  	
  1,738

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1-1/2"

  	
   

  	
  102 ea

  	
   

  	
  10.33 /ea

  	
   

  	
  1,053

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 4"

  	
   

  	
  28 ea

  	
   

  	
  16.19 /ea

  	
   

  	
  453

  	
   

  
	
  Plumbing
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  24,683

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  514,447

  	
   

  
	
  PLUMBING

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  1,618,015

  	
   

  

 

7

 

	
  HVAC GMP Estimate

  	
  WHEELING DOWNS

  Gaming and Entertainment Facility

  

 

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15500 HVAC

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15510 HVAC
  General Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  bonds/insurance

  	
   

  	
  1 lsum

  	
   

  	
  40,000.00 /lsum

  	
   

  	
  40,000

  	
   

  
	
  coordination drawings

  	
   

  	
  20 md

  	
   

  	
  416.00 /md

  	
   

  	
  8,320

  	
   

  
	
  HVAC equip/systems
  identification

  	
   

  	
  1 Isum

  	
   

  	
  1,000.00 /lsum

  	
   

  	
  1,000

  	
   

  
	
  owner instruction

  	
   

  	
  1 Isum

  	
   

  	
  2,000.00 /lsum

  	
   

  	
  2,000

  	
   

  
	
  painting

  	
   

  	
  1 Isum

  	
   

  	
  2,000.00 /lsum

  	
   

  	
  2,000

  	
   

  
	
  project manager

  	
   

  	
  48 md

  	
   

  	
  464.67 /md

  	
   

  	
  22,304

  	
   

  
	
  supervision

  	
   

  	
  60 md

  	
   

  	
  464.67 /md

  	
   

  	
  27,880

  	
   

  
	
  traller/telephone

  	
   

  	
  1 lsum

  	
   

  	
  3,000.00 /lsum

  	
   

  	
  3,000

  	
   

  
	
  trucking

  	
   

  	
  192 hr

  	
   

  	
  50.00 /hr

  	
   

  	
  9,600

  	
   

  
	
  HVAC General
  Conditions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  116,105

  	
   

  
	
  15550
  Temporary Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  temporary heat, does not
  include fuel costs

  	
   

  	
  1 lsum

  	
   

  	
  15,000.00 /lsum

  	
   

  	
  15,000

  	
   

  
	
  Temporary
  Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  15,000

  	
   

  
	
  15560
  Equipment Supports/Bases

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  housekeeping pads

  	
   

  	
  870 sqft

  	
   

  	
  8.00 /sqft

  	
   

  	
  6,960

  	
   

  
	
  roof supports for cooling tower

  	
   

  	
  2 lsum

  	
   

  	
  6,766.72 /lsum

  	
   

  	
  13,533

  	
   

  
	
  Equipment
  Supports/Bases

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  20,493

  	
   

  
	
  15570
  Equipment Rental

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  crane, hydraulic truck, 200 ton

  	
   

  	
  3 day

  	
   

  	
  5,000.00 /day

  	
   

  	
  15,000

  	
   

  
	
  crane, hydraulic truck, 500 ton

  	
   

  	
  3 day

  	
   

  	
  7,000.00 /day

  	
   

  	
  21,000

  	
   

  
	
  manlift, 25', 6 ea

  	
   

  	
  9 mnth

  	
   

  	
  3,200.00 /mnth

  	
   

  	
  28,800

  	
   

  
	
  Equipment
  Rental

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  64,800

  	
   

  
	
  15600 Central
  HVAC Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  hot water boiler, 200 bhp

  	
   

  	
  2 ea

  	
   

  	
  70,343.42 /ea

  	
   

  	
  140,687

  	
   

  
	
  water chiller, centrifugal, 340
  tons

  	
   

  	
  3 ea

  	
   

  	
  108,431.70 /ea

  	
   

  	
  325,295

  	
   

  
	
  cooling tower, 340 tons

  	
   

  	
  2 ea

  	
   

  	
  37,162.07 /ea

  	
   

  	
  74,324

  	
   

  
	
  pump, base mtd, 816 gpm 15 hp

  	
   

  	
  3 ea

  	
   

  	
  4,962.76 /ea

  	
   

  	
  14,888

  	
   

  
	
  pump, base mtd, 600 gpm 20 hp

  	
   

  	
  2 ea

  	
   

  	
  7,357.00 /ea

  	
   

  	
  14,714

  	
   

  
	
  pump, base mtd, 816 gpm 25 hp

  	
   

  	
  2 ea

  	
   

  	
  7,357.01 /ea

  	
   

  	
  14,714

  	
   

  
	
  pump, base mtd, 1020 gpm 25 hp

  	
   

  	
  3 ea

  	
   

  	
  9,164.01 /ea

  	
   

  	
  27,492

  	
   

  
	
  pump, inline 135 gpm 3 hp

  	
   

  	
  2 ea

  	
   

  	
  2,076.76 /ea

  	
   

  	
  4,154

  	
   

  
	
  pump, inline 600 gpm 7-1/2 hp

  	
   

  	
  2 ea

  	
   

  	
  3,494.59 /ea

  	
   

  	
  6,989

  	
   

  
	
  chemical treatment

  	
   

  	
  1 lsum

  	
   

  	
  8,802.70 /lsum

  	
   

  	
  8,803

  	
   

  
	
  air separator, 6"

  	
   

  	
  1 ea

  	
   

  	
  2,563.34 /ea

  	
   

  	
  2,563

  	
   

  
	
  air separator, 8"

  	
   

  	
  1 ea

  	
   

  	
  2,840.84 /ea

  	
   

  	
  2,841

  	
   

  
	
  expansion tank, 317 gal

  	
   

  	
  1 ea

  	
   

  	
  1,743.75 /ea

  	
   

  	
  1,744

  	
   

  
	
  expansion tank, 528 gal

  	
   

  	
  1 ea

  	
   

  	
  7,408.69 /ea

  	
   

  	
  7,409

  	
   

  
	
  refrigeration leak alarm system

  	
   

  	
  1 ea

  	
   

  	
  7,563.50 /ea

  	
   

  	
  7,564

  	
   

  
	
  self contained breathing
  apparatus

  	
   

  	
  2 ea

  	
   

  	
  504.67 /ea

  	
   

  	
  1,009

  	
   

  
	
  Central HVAC
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  655,189

  	
   

  
	
  15605 Air
  Handling Units

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  modular ahu, 9000 cfm, double
  wall, HVAC, floor mtd, HW/CHW coils

  	
   

  	
  1 ea

  	
   

  	
  27,124.21 /ea

  	
   

  	
  27,124

  	
   

  
	
  modular ahu, 17000 cfm, double
  wall, HVAC, floor mtd, HW/CHW coils

  	
   

  	
  1 ea

  	
   

  	
  47,104.21 /ea

  	
   

  	
  47,104

  	
   

  
	
  modular ahu, 8000 cfm, double
  wall, HVAC, floor mtd, HW/CHW coils

  	
   

  	
  2 ea

  	
   

  	
  24,626.72 /ea

  	
   

  	
  49,253

  	
   

  
	
  modular ahu, 15000 cfm, double
  wall, HVAC, floor mtd, HW/CHW coils

  	
   

  	
  1 ea

  	
   

  	
  37,946.72 /ea

  	
   

  	
  37,947

  	
   

  

 

1

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15605 Air
  Handling Units

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  modular ahu, 8000 cfm, double
  wall, HVAC, floor mtd, HW/CHW coils

  	
   

  	
  1 ea

  	
   

  	
  24,626.71 /ea

  	
   

  	
  24,627

  	
   

  
	
  heat recovery, 25,000 cfm

  	
   

  	
  4 ea

  	
   

  	
  144,506.69 /ea

  	
   

  	
  578,027

  	
   

  
	
  kitchen make-up air unit, roof
  mtd, 8660 cfm, gu fired

  	
   

  	
  1 ea

  	
   

  	
  31,322.10 /ea

  	
   

  	
  31,322

  	
   

  
	
  air handling unit, gas fired

  	
   

  	
  2 ea

  	
   

  	
  16,022.70 /ea

  	
   

  	
  32,045

  	
   

  
	
  Air Handling
  Units

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  827,450

  	
   

  
	
  15620
  Terminal HVAC Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  cabinet unit heater, hot water,
  ceiling mtd

  	
   

  	
  12 ea

  	
   

  	
  1,577.26 /ea

  	
   

  	
  18,927

  	
   

  
	
  fin tube radiation, element

  	
   

  	
  34 lf

  	
   

  	
  35.77 /lf

  	
   

  	
  1,216

  	
   

  
	
  fin tube radiation, enclosure

  	
   

  	
  36 lf

  	
   

  	
  31.17 /lf

  	
   

  	
  1,122

  	
   

  
	
  unit heater, electric, 7.5 kw

  	
   

  	
  7 ea

  	
   

  	
  792.50 /ea

  	
   

  	
  5,348

  	
   

  
	
  unit heater, hot water, 50 mph

  	
   

  	
  4 ea

  	
   

  	
  784.75 /ea

  	
   

  	
  3,139

  	
   

  
	
  variable air volume terminal,
  hot water reheat

  	
   

  	
  34 ea

  	
   

  	
  686.13 /ea

  	
   

  	
  23,328

  	
   

  
	
  Terminal HVAC
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  53,280

  	
   

  
	
  15660 Fans

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  power roof exhauster, 150 - 350
  cfm

  	
   

  	
  3 ea

  	
   

  	
  875.79 /ea

  	
   

  	
  2,627

  	
   

  
	
  power roof exhauster, 600 - 700
  cfm

  	
   

  	
  2 ea

  	
   

  	
  1,061.29 /ea

  	
   

  	
  2,123

  	
   

  
	
  power roof exhauster, 700 -
  1600 cfm

  	
   

  	
  1 ea

  	
   

  	
  1,167.30 /ea

  	
   

  	
  1,167

  	
   

  
	
  power roof exhauster, 1600-2000
  cfm

  	
   

  	
  3 ea

  	
   

  	
  1,909.94 /ea

  	
   

  	
  5,730

  	
   

  
	
  power roof exhauster, 2000 -
  3500 cfm

  	
   

  	
  1 ea

  	
   

  	
  3,076.58 /ea

  	
   

  	
  3,077

  	
   

  
	
  power roof exhauster, 2000 -
  3500 cfm

  	
   

  	
  2 ea

  	
   

  	
  2,334.59 /ea

  	
   

  	
  4,669

  	
   

  
	
  power roof exhauster, 3500 -
  5000 cfm

  	
   

  	
  1 ea

  	
   

  	
  3,289.89 /ea

  	
   

  	
  3,290

  	
   

  
	
  power roof exhauster, 11000 cfm

  	
   

  	
  1 ea

  	
   

  	
  4,879.88 /ea

  	
   

  	
  4,880

  	
   

  
	
  power roof exhauster, 13350 cfm

  	
   

  	
  3 ea

  	
   

  	
  1,167.30 /ea

  	
   

  	
  3,502

  	
   

  
	
  power roof exhauster, 26675 cfm

  	
   

  	
  5 ea

  	
   

  	
  2,445.76 /ea

  	
   

  	
  12,229

  	
   

  
	
  return air fan, inline, 6000
  cfm

  	
   

  	
  1 ea

  	
   

  	
  4,459.75 /ea

  	
   

  	
  4,460

  	
   

  
	
  return air fan, inline, 15000
  cfm

  	
   

  	
  1 ea

  	
   

  	
  9,229.76 /ea

  	
   

  	
  9,230

  	
   

  
	
  return air fan, inline, 5000
  cfm

  	
   

  	
  2 ea

  	
   

  	
  3,929.76 /ea

  	
   

  	
  7,860

  	
   

  
	
  Fans

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  64,842

  	
   

  
	
  15660
  Ductwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  bollar breaching

  	
   

  	
  150 lnft

  	
   

  	
  247.55 /lnft

  	
   

  	
  37,132

  	
   

  
	
  casing, outside air plenums

  	
   

  	
  4,200 sqft

  	
   

  	
  9.27 /sqft

  	
   

  	
  38,936

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  10,200 lbs

  	
   

  	
  3.75 /lbs

  	
   

  	
  38,232

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  11,600 lbs

  	
   

  	
  4.15 /lbs

  	
   

  	
  48,111

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  6,700 lbs

  	
   

  	
  3.91 /lbs

  	
   

  	
  26,174

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  3,500 lbs

  	
   

  	
  3.81 /lbs

  	
   

  	
  13,333

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  8,700 lbs

  	
   

  	
  4.09 /lbs

  	
   

  	
  35,617

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  4,700 lbs

  	
   

  	
  3.80 /lbs

  	
   

  	
  17,851

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  4,100 lbs

  	
   

  	
  3.83 /lbs

  	
   

  	
  15,703

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  52,000 lbs

  	
   

  	
  3.25 /lbs

  	
   

  	
  168,955

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  28,000 lbs

  	
   

  	
  3.31 /lbs

  	
   

  	
  92,772

  	
   

  
	
  ductwork, LP, stainless steel

  	
   

  	
  7,000 lbs

  	
   

  	
  7.44 /lbs

  	
   

  	
  52,053

  	
   

  
	
  ductwork, 16gs, welded

  	
   

  	
  3,500 lbs

  	
   

  	
  6.21 /lbs

  	
   

  	
  21,717

  	
   

  
	
  ductwork, round, double wall

  	
   

  	
  10,000 lbs

  	
   

  	
  4.42 /lbs

  	
   

  	
  44,152

  	
   

  
	
  ductwork sound lining

  	
   

  	
  20,075 sqft

  	
   

  	
  1.24 /sqft

  	
   

  	
  24,981

  	
   

  
	
  Ductwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  675,719

  	
   

  
	
  15700
  Ductwork Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  access doors, duct mtd

  	
   

  	
  18 ea

  	
   

  	
  45.16 /ea

  	
   

  	
  813

  	
   

  
	
  fire damper, up to 4 lf
  perimeter

  	
   

  	
  1 ea

  	
   

  	
  249.59 /ea

  	
   

  	
  250

  	
   

  
	
  fire damper, 4 - 8 lf perimeter

  	
   

  	
  2 ea

  	
   

  	
  344.99 /ea

  	
   

  	
  690

  	
   

  
	
  fire damper, 8 - 15 lf
  perimeter

  	
   

  	
  16 ea

  	
   

  	
  451.15 /ea

  	
   

  	
  7,218

  	
   

  
	
  fire damper sleeve up to
  4" perimeter

  	
   

  	
  1 ea

  	
   

  	
  111.03 /ea

  	
   

  	
  111

  	
   

  

 

2

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15700
  Ductwork Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  fire damper sleeve 4' - 8'
  perimeter

  	
   

  	
  2 ea

  	
   

  	
  136.51 /ea

  	
   

  	
  273

  	
   

  
	
  fire damper sleeve 8' - 15'
  perimeter

  	
   

  	
  16 ea

  	
   

  	
  223.74 /ea

  	
   

  	
  3,580

  	
   

  
	
  sound attenuator

  	
   

  	
  2 ea

  	
   

  	
  827.97 /ea

  	
   

  	
  1,656

  	
   

  
	
  smoke/fire damper

  	
   

  	
  4 ea

  	
   

  	
  636.97 /ea

  	
   

  	
  2,548

  	
   

  
	
  Ductwork
  Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  17,139

  	
   

  
	
  15720 Air
  Outlets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ceiling return, 24x24 face,
  ducted

  	
   

  	
  59 ea

  	
   

  	
  127.59 /ea

  	
   

  	
  7,528

  	
   

  
	
  drum louver, supply air

  	
   

  	
  116 ea

  	
   

  	
  249.49 /ea

  	
   

  	
  28,941

  	
   

  
	
  supply diffuser, 24x24 face,
  9"-12" neck

  	
   

  	
  169 ea

  	
   

  	
  114.69 /ea

  	
   

  	
  19,383

  	
   

  
	
  supply/return/exhause
  registers, 0-6' perimeter

  	
   

  	
  25 ea

  	
   

  	
  73.98 /ea

  	
   

  	
  1,848

  	
   

  
	
  supply/return/exhause
  registers, 6-9' perimeter

  	
   

  	
  92 ea

  	
   

  	
  130.16 /ea

  	
   

  	
  11,974

  	
   

  
	
  Air Outlets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  69,674

  	
   

  
	
  15735
  Piping/Valves/Fittings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  glycol mixture, propylene

  	
   

  	
  5,860 gal

  	
   

  	
  4.84 /gal

  	
   

  	
  28,362

  	
   

  
	
  copper pipe, 3/4"

  	
   

  	
  990 lnft

  	
   

  	
  3.67 /lnft

  	
   

  	
  3,629

  	
   

  
	
  copper pipe, 1"

  	
   

  	
  910 lnft

  	
   

  	
  4.90 /lnft

  	
   

  	
  4,460

  	
   

  
	
  copper pipe, 1-1/4"

  	
   

  	
  380 lnft

  	
   

  	
  5.26 /lnft

  	
   

  	
  2,000

  	
   

  
	
  copper pipe, 1-1/2"

  	
   

  	
  350 lnft

  	
   

  	
  5.60 /lnft

  	
   

  	
  1,961

  	
   

  
	
  copper pipe, 2"

  	
   

  	
  850 lnft

  	
   

  	
  7.14 /lnft

  	
   

  	
  6,068

  	
   

  
	
  carbon steel welded pipe,
  2-1/2"

  	
   

  	
  1,290 lnft

  	
   

  	
  13.38 /lnft

  	
   

  	
  17,265

  	
   

  
	
  carbon steel welded pipe,
  3"

  	
   

  	
  605 lnft

  	
   

  	
  15.49 /lnft

  	
   

  	
  9,371

  	
   

  
	
  carbon steel welded pipe,
  4"

  	
   

  	
  835 lnft

  	
   

  	
  19.52 /lnft

  	
   

  	
  16,298

  	
   

  
	
  carbon steel welded pipe,
  6"

  	
   

  	
  750 lnft

  	
   

  	
  28.56 /lnft

  	
   

  	
  21,418

  	
   

  
	
  carbon steel welded pipe,
  8"

  	
   

  	
  1,285 lnft

  	
   

  	
  36.91 /lnft

  	
   

  	
  47,425

  	
   

  
	
  copper elbow 3/4"

  	
   

  	
  248 ea

  	
   

  	
  26.86 /ea

  	
   

  	
  6,662

  	
   

  
	
  copper elbow 1"

  	
   

  	
  68 ea

  	
   

  	
  31.40 /ea

  	
   

  	
  2,135

  	
   

  
	
  copper elbow 1-1/4"

  	
   

  	
  2 ea

  	
   

  	
  35.76 /ea

  	
   

  	
  72

  	
   

  
	
  copper elbow 1-1/2"

  	
   

  	
  6 ea

  	
   

  	
  37.94 /ea

  	
   

  	
  228

  	
   

  
	
  copper elbow 2"

  	
   

  	
  44 ea

  	
   

  	
  45.50 /ea

  	
   

  	
  2,002

  	
   

  
	
  carbon steel welded elbows,
  2-1/2"

  	
   

  	
  92 ea

  	
   

  	
  183.21 /ea

  	
   

  	
  16,855

  	
   

  
	
  carbon steel welded elbows,
  3"

  	
   

  	
  26 ea

  	
   

  	
  193.61 /ea

  	
   

  	
  5,034

  	
   

  
	
  carbon steel welded elbows,
  4"

  	
   

  	
  35 ea

  	
   

  	
  242.86 /ea

  	
   

  	
  8,500

  	
   

  
	
  carbon steel welded elbows,
  6"

  	
   

  	
  23 ea

  	
   

  	
  325.93 /ea

  	
   

  	
  7,496

  	
   

  
	
  carbon steel welded elbows,
  8"

  	
   

  	
  86 ea

  	
   

  	
  433.33 /ea

  	
   

  	
  37,266

  	
   

  
	
  copper tee 3/4"

  	
   

  	
  100 ea

  	
   

  	
  34.77 /ea

  	
   

  	
  3,477

  	
   

  
	
  copper tee 1"

  	
   

  	
  8 ea

  	
   

  	
  43.75 /ea

  	
   

  	
  350

  	
   

  
	
  copper tee 1-1/4"

  	
   

  	
  25 ea

  	
   

  	
  49.61 /ea

  	
   

  	
  1,240

  	
   

  
	
  copper tee 1-1/2"

  	
   

  	
  18 ea

  	
   

  	
  53.73 /ea

  	
   

  	
  967

  	
   

  
	
  copper tee 2"

  	
   

  	
  14 ea

  	
   

  	
  63.41 /ea

  	
   

  	
  888

  	
   

  
	
  carbon steel welded tees
  2-1/2"

  	
   

  	
  22 ea

  	
   

  	
  267.06 /ea

  	
   

  	
  5,875

  	
   

  
	
  carbon steel welded tees
  3"

  	
   

  	
  7 ea

  	
   

  	
  283.04 /ea

  	
   

  	
  1,981

  	
   

  
	
  carbon steel welded tees
  4"

  	
   

  	
  11 ea

  	
   

  	
  356.97 /ea

  	
   

  	
  3,927

  	
   

  
	
  carbon steel welded tees
  6"

  	
   

  	
  14 ea

  	
   

  	
  472.78 /ea

  	
   

  	
  6,619

  	
   

  
	
  carbon steel welded tees
  8"

  	
   

  	
  34 ea

  	
   

  	
  612.96 /ea

  	
   

  	
  20,841

  	
   

  
	
  copper union 3/4"

  	
   

  	
  132 ea

  	
   

  	
  28.89 /ea

  	
   

  	
  3,813

  	
   

  
	
  copper union 1"

  	
   

  	
  4 ea

  	
   

  	
  35.22 /ea

  	
   

  	
  141

  	
   

  
	
  copper union 2"

  	
   

  	
  32 ea

  	
   

  	
  56.51 /ea

  	
   

  	
  1,808

  	
   

  
	
  carbon steel welded flanges
  2-1/2"

  	
   

  	
  69 ea

  	
   

  	
  126.57 /ea

  	
   

  	
  8,734

  	
   

  
	
  carbon steel welded flanges
  3"

  	
   

  	
  17 ea

  	
   

  	
  132.62 /ea

  	
   

  	
  2,255

  	
   

  
	
  carbon steel welded flanges
  4"

  	
   

  	
  28 ea

  	
   

  	
  188.29 /ea

  	
   

  	
  5,272

  	
   

  
	
  carbon steel welded flanges
  6"

  	
   

  	
  19 ea

  	
   

  	
  228.95 /ea

  	
   

  	
  4,350

  	
   

  
	
  carbon steel welded flanges
  8"

  	
   

  	
  75 ea

  	
   

  	
  294.05 /ea

  	
   

  	
  22,054

  	
   

  

 

3

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15735
  Piping/Valves/Fittings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  copper coupling 3/4"

  	
   

  	
  21 ea

  	
   

  	
  26.64 /ea

  	
   

  	
  546

  	
   

  
	
  copper coupling 1"

  	
   

  	
  45 ea

  	
   

  	
  31.46 /ea

  	
   

  	
  1,400

  	
   

  
	
  copper coupling 1-1/4"

  	
   

  	
  19 ea

  	
   

  	
  36.06 /ea

  	
   

  	
  685

  	
   

  
	
  copper coupling 1-1/2"

  	
   

  	
  18 ea

  	
   

  	
  38.06 /ea

  	
   

  	
  666

  	
   

  
	
  copper coupling 2"

  	
   

  	
  43 ea

  	
   

  	
  44.37 /ea

  	
   

  	
  1,886

  	
   

  
	
  copper adaptor 3/4"

  	
   

  	
  132 ea

  	
   

  	
  13.99 /ea

  	
   

  	
  1,847

  	
   

  
	
  copper adaptor 1"

  	
   

  	
  2 ea

  	
   

  	
  17.00 /ea

  	
   

  	
  34

  	
   

  
	
  valve, ball, 3/4"

  	
   

  	
  50 ea

  	
   

  	
  41.39 /ea

  	
   

  	
  2,069

  	
   

  
	
  valve, ball, 1"

  	
   

  	
  1 ea

  	
   

  	
  49.99 /ea

  	
   

  	
  50

  	
   

  
	
  valve, ball, 2"

  	
   

  	
  9 ea

  	
   

  	
  92.99 /ea

  	
   

  	
  837

  	
   

  
	
  valve, butterfly, 2-1/2"

  	
   

  	
  17 ea

  	
   

  	
  107.69 /ea

  	
   

  	
  1,831

  	
   

  
	
  valve, butterfly, 3"

  	
   

  	
  6 ea

  	
   

  	
  108.90 /ea

  	
   

  	
  653

  	
   

  
	
  valve, butterfly, 4"

  	
   

  	
  11 ea

  	
   

  	
  164.08 /ea

  	
   

  	
  1,805

  	
   

  
	
  valve, butterfly, 6"

  	
   

  	
  9 ea

  	
   

  	
  215.39 /ea

  	
   

  	
  1,938

  	
   

  
	
  valve, butterfly, 8"

  	
   

  	
  26 ea

  	
   

  	
  391.08 /ea

  	
   

  	
  10,168

  	
   

  
	
  valve, balancing, 3/4"

  	
   

  	
  50 ea

  	
   

  	
  68.19 /ea

  	
   

  	
  3,409

  	
   

  
	
  valve, balancing, 1"

  	
   

  	
  1 ea

  	
   

  	
  90.02 /ea

  	
   

  	
  90

  	
   

  
	
  valve, balancing, 2"

  	
   

  	
  6 ea

  	
   

  	
  180.05 /ea

  	
   

  	
  1,080

  	
   

  
	
  valve, balancing, 2-1/2"

  	
   

  	
  11 ea

  	
   

  	
  372.68 /ea

  	
   

  	
  4,100

  	
   

  
	
  valve, balancing, 3"

  	
   

  	
  3 ea

  	
   

  	
  542.08 /ea

  	
   

  	
  1,626

  	
   

  
	
  valve, balancing, 4"

  	
   

  	
  6 ea

  	
   

  	
  856.20 /ea

  	
   

  	
  5,137

  	
   

  
	
  valve, balancing, 6"

  	
   

  	
  5 ea

  	
   

  	
  1,663.75 /ea

  	
   

  	
  8,319

  	
   

  
	
  circuit sensor, balancing,
  8"

  	
   

  	
  2 ea

  	
   

  	
  417.70 /ea

  	
   

  	
  835

  	
   

  
	
  valve, TC, 2 way, 3/4"

  	
   

  	
  50 ea

  	
   

  	
  72.29 /ea

  	
   

  	
  3,615

  	
   

  
	
  anchors, 2-1/2"

  	
   

  	
  2 ea

  	
   

  	
  384.08 /ea

  	
   

  	
  768

  	
   

  
	
  anchors, 3"

  	
   

  	
  2 ea

  	
   

  	
  414.33 /ea

  	
   

  	
  829

  	
   

  
	
  anchors, 4"

  	
   

  	
  2 ea

  	
   

  	
  516.69 /ea

  	
   

  	
  1,033

  	
   

  
	
  anchors, 6"

  	
   

  	
  2 ea

  	
   

  	
  539.92 /ea

  	
   

  	
  1,080

  	
   

  
	
  hanger, 3/4"

  	
   

  	
  41 ea

  	
   

  	
  3.63 /ea

  	
   

  	
  149

  	
   

  
	
  hanger, 1"

  	
   

  	
  89 ea

  	
   

  	
  3.63 /ea

  	
   

  	
  323

  	
   

  
	
  hanger, 1-1/4"

  	
   

  	
  38 ea

  	
   

  	
  3.63 /ea

  	
   

  	
  138

  	
   

  
	
  hanger, 1-1/2"

  	
   

  	
  35 ea

  	
   

  	
  4.84 /ea

  	
   

  	
  169

  	
   

  
	
  hanger, 2"

  	
   

  	
  85 ea

  	
   

  	
  4.84 /ea

  	
   

  	
  411

  	
   

  
	
  hanger, 2-1/2"

  	
   

  	
  129 ea

  	
   

  	
  4.84 /ea

  	
   

  	
  624

  	
   

  
	
  hanger, 3"

  	
   

  	
  61 ea

  	
   

  	
  4.84 /ea

  	
   

  	
  293

  	
   

  
	
  hanger, 4"

  	
   

  	
  84 ea

  	
   

  	
  6.05 /ea

  	
   

  	
  505

  	
   

  
	
  hanger, 6"

  	
   

  	
  75 ea

  	
   

  	
  9.08 /ea

  	
   

  	
  681

  	
   

  
	
  hanger, 8"

  	
   

  	
  129 ea

  	
   

  	
  12.10 /ea

  	
   

  	
  1,555

  	
   

  
	
  Piping/Valves/Fittings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  402,285

  	
   

  
	
  15840 HVAC
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ductwork, external wrap, rigid

  	
   

  	
  7,400 sqft

  	
   

  	
  4.50 /sqft

  	
   

  	
  33,330

  	
   

  
	
  ductwork, external wrap,
  blanket ??? face

  	
   

  	
  21,500 sqft

  	
   

  	
  1.64 /sqft

  	
   

  	
  35,297

  	
   

  
	
  ductwork, external wrap,
  kitchen exhaust duct

  	
   

  	
  1,250 sqft

  	
   

  	
  25.00 /sqft

  	
   

  	
  31,250

  	
   

  
	
  pipe insulation, fiberglass,
  3/4"

  	
   

  	
  990 lnft

  	
   

  	
  4.07 /lnft

  	
   

  	
  4,031

  	
   

  
	
  pipe insulation, fiberglass,
  1"

  	
   

  	
  890 lnft

  	
   

  	
  4.12 /lnft

  	
   

  	
  3,666

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/4"

  	
   

  	
  380 lnft

  	
   

  	
  4.98 /lnft

  	
   

  	
  1,893

  	
   

  
	
  pipe insulation, fiberglass,
  1-1/2"

  	
   

  	
  350 lnft

  	
   

  	
  5.09 /lnft

  	
   

  	
  1,781

  	
   

  
	
  pipe insulation, fiberglass,
  2"

  	
   

  	
  850 lnft

  	
   

  	
  5.24 /lnft

  	
   

  	
  4,452

  	
   

  
	
  pipe insulation, fiberglass,
  2-1/2"

  	
   

  	
  1,290 lnft

  	
   

  	
  5.41 /lnft

  	
   

  	
  6,975

  	
   

  
	
  pipe insulation, fiberglass,
  3"

  	
   

  	
  605 lnft

  	
   

  	
  6.95 /lnft

  	
   

  	
  4,207

  	
   

  
	
  pipe insulation, fiberglass,
  4"

  	
   

  	
  835 lnft

  	
   

  	
  7.96 /lnft

  	
   

  	
  6,643

  	
   

  
	
  pipe insulation, fiberglass,
  6"

  	
   

  	
  750 lnft

  	
   

  	
  9.54 /lnft

  	
   

  	
  7,158

  	
   

  

 

4

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15840 HVAC
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  pipe insulation, fiberglass,
  8"

  	
   

  	
  1,285 lnft

  	
   

  	
  15.63 /lnft

  	
   

  	
  20,079

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 3/4"

  	
   

  	
  708 ea

  	
   

  	
  9.68 /ea

  	
   

  	
  6,854

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1"

  	
   

  	
  70 ea

  	
   

  	
  9.75 /ea

  	
   

  	
  682

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1-1/4"

  	
   

  	
  27 ea

  	
   

  	
  11.98 /ea

  	
   

  	
  323

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 1-1/2"

  	
   

  	
  24 ea

  	
   

  	
  12.07 /ea

  	
   

  	
  290

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 2"

  	
   

  	
  105 ea

  	
   

  	
  12.23 /ea

  	
   

  	
  1,284

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 2-1/2"

  	
   

  	
  211 ea

  	
   

  	
  12.83 /ea

  	
   

  	
  2,706

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 3"

  	
   

  	
  59 ea

  	
   

  	
  15.92 /ea

  	
   

  	
  939

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 4"

  	
   

  	
  91 ea

  	
   

  	
  17.92 /ea

  	
   

  	
  1,631

  	
   

  
	
  pipe insulation, fiberglass,
  fitting, 6"

  	
   

  	
  70 ea

  	
   

  	
  25.29 /ea

  	
   

  	
  1,770

  	
   

  
	
  pipe insulation, fiberglass, fitting,
  8"

  	
   

  	
  233 ea

  	
   

  	
  34.77 /ea

  	
   

  	
  7,754

  	
   

  
	
  HVAC
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  184,996

  	
   

  
	
  15860
  Temperature Controls

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  air handling unit, DDC

  	
   

  	
  8 ea

  	
   

  	
  8,750.00 /ea

  	
   

  	
  70,000

  	
   

  
	
  boiler, T.C.

  	
   

  	
  2 ea

  	
   

  	
  3,000.00 /ea

  	
   

  	
  6,000

  	
   

  
	
  boiler break glass station,
  T.C.

  	
   

  	
  2 ea

  	
   

  	
  600.00 /ea

  	
   

  	
  1,200

  	
   

  
	
  cabinet unit heater, T.C.

  	
   

  	
  12 ea

  	
   

  	
  800.00 /ea

  	
   

  	
  9,600

  	
   

  
	
  water chiller, air cooled, T.C.

  	
   

  	
  3 ea

  	
   

  	
  3,000.00 /ea

  	
   

  	
  9,000

  	
   

  
	
  carbon monoxide detector, T.C.

  	
   

  	
  8 ea

  	
   

  	
  1,000.00 /ea

  	
   

  	
  8,000

  	
   

  
	
  cooling tower, T.C.

  	
   

  	
  2 ea

  	
   

  	
  4,000.00 /ea

  	
   

  	
  8,000

  	
   

  
	
  exhaust fan T.C.

  	
   

  	
  23 ea

  	
   

  	
  800.00 /ea

  	
   

  	
  18,400

  	
   

  
	
  fin tube radiation, T.C.

  	
   

  	
  1 ea

  	
   

  	
  600.00 /ea

  	
   

  	
  600

  	
   

  
	
  heat recovery unit, T.C.

  	
   

  	
  4 ea

  	
   

  	
  15,000.00 /ea

  	
   

  	
  60,000

  	
   

  
	
  kitchen make-up unit, T.C.

  	
   

  	
  1 ea

  	
   

  	
  5,000.00 /ea

  	
   

  	
  5,000

  	
   

  
	
  operator workstation/training

  	
   

  	
  1 ea

  	
   

  	
  10,000.00 /ea

  	
   

  	
  10,000

  	
   

  
	
  pump, T.C.

  	
   

  	
  14 ea

  	
   

  	
  1,500.00 /ea

  	
   

  	
  21,000

  	
   

  
	
  return air fan, T.C.

  	
   

  	
  2 ea

  	
   

  	
  1,500.00 /ea

  	
   

  	
  3,000

  	
   

  
	
  unit heater, hot water, T.C.

  	
   

  	
  4 ea

  	
   

  	
  800.00 /ea

  	
   

  	
  3,200

  	
   

  
	
  uninterruptible power supply,
  T.C.

  	
   

  	
  1 ea

  	
   

  	
  10,000.00 /ea

  	
   

  	
  10,000

  	
   

  
	
  vav terminal, T.C.

  	
   

  	
  34 ea

  	
   

  	
  900.00 /ea

  	
   

  	
  30,600

  	
   

  
	
  variable speed drive, T.C.

  	
   

  	
  15 ea

  	
   

  	
  500.00 /ea

  	
   

  	
  7,500

  	
   

  
	
  Temperature
  Controls

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  281,100

  	
   

  
	
  15880
  Adjusting and Balancing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  air outlets, adjust/balance

  	
   

  	
  461 ea

  	
   

  	
  42.61 /ea

  	
   

  	
  19,644

  	
   

  
	
  air handling unit test/adjust

  	
   

  	
  8 ea

  	
   

  	
  170.64 /ea

  	
   

  	
  1,365

  	
   

  
	
  cabinet unit htr, water
  balancing

  	
   

  	
  12 ea

  	
   

  	
  42.66 /ea

  	
   

  	
  512

  	
   

  
	
  water chiller, air cooled,
  water balancing

  	
   

  	
  3 ea

  	
   

  	
  42.66 /ea

  	
   

  	
  128

  	
   

  
	
  cooling tower, water balancing

  	
   

  	
  2 ea

  	
   

  	
  127.98 /ea

  	
   

  	
  256

  	
   

  
	
  duct traverses, test/adjust

  	
   

  	
  34 ea

  	
   

  	
  85.32 /ea

  	
   

  	
  2,901

  	
   

  
	
  exhaust fan test/adjust

  	
   

  	
  23 ea

  	
   

  	
  85.32 /ea

  	
   

  	
  1,962

  	
   

  
	
  fin tube radiation, water
  balancing

  	
   

  	
  1 ea

  	
   

  	
  42.65 /ea

  	
   

  	
  43

  	
   

  
	
  heat recovery unit balancing

  	
   

  	
  4 ea

  	
   

  	
  341.27 /ea

  	
   

  	
  1,365

  	
   

  
	
  kitchen make-up unit/test
  adjust

  	
   

  	
  1 ea

  	
   

  	
  341.28 /ea

  	
   

  	
  341

  	
   

  
	
  pump, water balancing

  	
   

  	
  14 ea

  	
   

  	
  42.66 /ea

  	
   

  	
  597

  	
   

  
	
  return air fan, test/adjust

  	
   

  	
  3 ea

  	
   

  	
  63.98 /ea

  	
   

  	
  192

  	
   

  
	
  unit heater, water balancing

  	
   

  	
  4 ea

  	
   

  	
  42.66 /ea

  	
   

  	
  171

  	
   

  
	
  vav terminal, balance

  	
   

  	
  34 ea

  	
   

  	
  63.99 /ea

  	
   

  	
  2,176

  	
   

  
	
  Adjusting and
  Balancing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  31,653

  	
   

  
	
  15900
  Electrical Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  variable frequency drive, 1 hp

  	
   

  	
  1 ea

  	
   

  	
  1,568.37 /ea

  	
   

  	
  1,568

  	
   

  
	
  variable frequency drive, 2 hp

  	
   

  	
  1 ea

  	
   

  	
  1,764.25 /ea

  	
   

  	
  1,764

  	
   

  
	
  variable frequency drive, 5 hp

  	
   

  	
  1 ea

  	
   

  	
  2,029.25 /ea

  	
   

  	
  2,029

  	
   

  

 

5

 

	
  
HVAC GMP Estimate

  	
  WHEELING DOWNS

  Gaming and Entertainment Facility

  

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  15900
  Electrical Equipment 

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  variable frequency drive, 5 hp 

  	
   

  	
  1 ea

  	
   

  	
  1,855.00 /ea

  	
   

  	
  1,855

  	
   

  
	
  variable frequency drive, 10 hp
  

  	
   

  	
  2 ea

  	
   

  	
  2,468.51 /ea

  	
   

  	
  4,937

  	
   

  
	
  variable frequency drive, 10 hp
  

  	
   

  	
  1 ea

  	
   

  	
  1,828.50 /ea

  	
   

  	
  1,829

  	
   

  
	
  variable frequency drive, 15 hp
  

  	
   

  	
  3 ea

  	
   

  	
  2,912.84 /ea

  	
   

  	
  8,739

  	
   

  
	
  variable frequency drive, 20 hp
  

  	
   

  	
  3 ea

  	
   

  	
  3,230.84 /ea

  	
   

  	
  9,693

  	
   

  
	
  variable frequency drive, 25 hp
  

  	
   

  	
  2 ea

  	
   

  	
  3,612.44 /ea

  	
   

  	
  7,225

  	
   

  
	
  Electrical
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  39,638

  	
   

  
	
  15999
  Proposed Cost Reductions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  chilers/ vent air/shellout

  	
   

  	
  1 lsum

  	
   

  	
  22,000.00 /lsum

  	
   

  	
  22,000

  	
   

  
	
  Proposed Cost
  Reductions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  22,000

  	
   

  
	
  CASINO

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  3,541,362

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15605 Air
  Handling Units

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ventilation air unit, fir mtd,
  8000 cfm, gas fired,

  	
   

  	
  2 ea

  	
   

  	
  21,465.15 /ea

  	
   

  	
  42,930

  	
   

  
	
  Air Handling
  Units

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  42,930

  	
   

  
	
  15620
  Terminal HVAC Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PTAC unit

  	
   

  	
  165 ea

  	
   

  	
  1,067.42 /ea

  	
   

  	
  176,124

  	
   

  
	
  Terminal HVAC
  Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  176,124

  	
   

  
	
  15660 Fans

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  power roof exhauster, 700 -
  1600 cfm

  	
   

  	
  17 ea

  	
   

  	
  1,114.29 /ea

  	
   

  	
  18,943

  	
   

  
	
  Fans

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  18,943

  	
   

  
	
  15680
  Ductwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  13,500 lbs

  	
   

  	
  6.18 /lbs

  	
   

  	
  83,363

  	
   

  
	
  ductwork, LP, galv.

  	
   

  	
  5,100 lbs

  	
   

  	
  3.51 /lbs

  	
   

  	
  17,876

  	
   

  
	
  Ductwork

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  101,239

  	
   

  
	
  15700
  Ductwork Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  access doors, duct mtd

  	
   

  	
  155 ea

  	
   

  	
  45.16 /ea

  	
   

  	
  7,000

  	
   

  
	
  fire damper, up to 4 lf
  perimeter

  	
   

  	
  155 ea

  	
   

  	
  249.59 /ea

  	
   

  	
  38,686

  	
   

  
	
  fire damper sleeve up to 4'
  perimeter

  	
   

  	
  155 ea

  	
   

  	
  111.03 /ea

  	
   

  	
  17,210

  	
   

  
	
  Ductwork
  Accessories

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  62,896

  	
   

  
	
  15720 Air
  outlets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  supply/return/exhaust
  registers, 0-5' perimeter

  	
   

  	
  320 ea

  	
   

  	
  59.18 /ea

  	
   

  	
  18,938

  	
   

  
	
  Air Outlets

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  18,938

  	
   

  
	
  15840
  HVACIinsulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ductwork, external wrap, rigid

  	
   

  	
  3,900 sqft

  	
   

  	
  4.50 /sqft

  	
   

  	
  17,566

  	
   

  
	
  ductwork, external wrap,
  blanket foil face

  	
   

  	
  4,800 sqft

  	
   

  	
  1.64 /sqft

  	
   

  	
  7,880

  	
   

  
	
  HVAC
  Insulation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  25,446

  	
   

  
	
  15860
  Temperature Controls

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  air handling unit DDC

  	
   

  	
  1 ea

  	
   

  	
  8,400.00 /ea

  	
   

  	
  8,400

  	
   

  
	
  exhaust fan T.C.

  	
   

  	
  17 ea

  	
   

  	
  800.00 /ea

  	
   

  	
  13,600

  	
   

  
	
  Temperature
  Controls

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  22,000

  	
   

  
	
  15880
  Adjusting and Balancing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  air outlets, adjust/balance

  	
   

  	
  320 ea

  	
   

  	
  42.66 /ea

  	
   

  	
  13,651

  	
   

  
	
  air handling unit test/adjust

  	
   

  	
  1 ea

  	
   

  	
  170.63 /ea

  	
   

  	
  171

  	
   

  
	
  duct traverses, test/adjust

  	
   

  	
  36 ea

  	
   

  	
  85.32 /ea

  	
   

  	
  3,071

  	
   

  
	
  exhaust fan test/adjust

  	
   

  	
  17 ea

  	
   

  	
  85.32 /ea

  	
   

  	
  1,450

  	
   

  
	
  Adjusting and
  Balancing

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  18,343

  	
   

  
	
  15999
  Proposed Cost Reductions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  vent air units/ptacs

  	
   

  	
  -1 lsum

  	
   

  	
  79,000.00 /lsum

  	
   

  	
  (79,000)

  	
   

  
	
  Proposed Cost
  Reductions

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  (79,000)

  	
   

  

 

6

 

	
  Description

  	
   

  	
  Quantity

  	
   

  	
  Unit Cost

  	
   

  	
  Totals

  	
   

  
	
  HOTEL

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  407,859

  	
   

  
	
  HVAC

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  3,949,222

  	
   

  

 

7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  1 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING HV POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
   

  	
   

  	
   

  	
  NEW
  CONSTRUCTION

  	
   

  	
   

  	
   

  
	
   

  	
  NEW
  CONSTR. WORK:

  RENOVATION WORK:

  	
     211,350          S/F

                            S/F

  	
   

  	
  SQ FT

  AREA

  	
   

  	
  COST /

  SQ FT

  	
   

  	
  COST

  EXTENSION

  	
   

  	
  COMMENTS

  	
   

  
	
  1.

  	
  TEMPORARY CONSTR. POWER & LIGHTING

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.17

  	
   

  	
  $

  	
  35,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2.

  	
  HIGH VOLTAGE POWER DISTRIBUTION

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.79

  	
   

  	
  $

  	
  166,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3.

  	
  BUILDING POWER DISTR. SYSTEM

  	
   

  	
  211,350

  	
   

  	
  $

  	
  3.29

  	
   

  	
  $

  	
  694,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4.

  	
  BUILDING STEEL GROUNDING SYSTEM

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.14

  	
   

  	
  $

  	
  28,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5.

  	
  EMERGENCY GENERATOR

  	
   

  	
  211,350

  	
   

  	
  $

  	
  1.30

  	
   

  	
  $

  	
  274,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6.

  	
  FUEL OIL STORAGE TANK & ACCESSORIES

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.21

  	
   

  	
  $

  	
  44,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  7.

  	
  UNINTERRUPTIBLE POWER SUPPLIES

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.45

  	
   

  	
  $

  	
  95,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8.

  	
  LIGHTING FIXTURES (W / Lamps; Installed)

  	
   

  	
  211,350

  	
   

  	
  $

  	
  2.21

  	
   

  	
  $

  	
  466,100

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  9.

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
  211,350

  	
   

  	
  $

  	
  1.13

  	
   

  	
  $

  	
  238,900

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10.

  	
  POWER BRANCH CIRCUITRY (Building)

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.36

  	
   

  	
  $

  	
  76,700

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  11.

  	
  KITCHEN(S) / BARS / PMP. HSE. / LOAD’S
  WIR’G

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.35

  	
   

  	
  $

  	
  75,000

  	
   

  	
  -
  Allowance.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12.

  	
  MECHANICAL EQUIP. CONNECTIONS

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.66

  	
   

  	
  $

  	
  138,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  13.

  	
  FIRE ALARM & DETECTION SYSTEM

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.63

  	
   

  	
  $

  	
  133,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  14.

  	
  SLOT MACHINE POWER

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.50

  	
   

  	
  $

  	
  105,200

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15.

  	
  COMPUTER L.A.N. (Conduit Stub-Outs Only)

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.02

  	
   

  	
  $

  	
  3,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  16.

  	
  CABLE TRAY

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.08

  	
   

  	
  $

  	
  16,000

  	
   

  	
   - 800 If @ $20 / If.

  	
  $

  	
  16,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  17.

  	
  PUBLIC ADDRESS / INTERCOM SYSTEM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - By Owner.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  18.

  	
  MEETING ROOM SOUND SYSTEMS

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - Add Alternate.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  19.

  	
  TELEPHONE SYSTEM (Conduit Stub-Outs Only)

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.02

  	
   

  	
  $

  	
  4,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20.

  	
  TELEVISION SYSTEM (Conduit Stub-Outs Only)

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.03

  	
   

  	
  $

  	
  5,400

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  21.

  	
  SHOWROOM THEATRICAL LIGHTING SYSTEM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - Add Alternate.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  22.

  	
  SHOWROOM THEATRICAL DIMMING SYSTEM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - Add Alternate.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  23.

  	
  SECURITY / LIGHTING SUPPORT GRID SYSTEM

  	
   

  	
  211,350

  	
   

  	
  $

  	
  0.17

  	
   

  	
  $

  	
  36,800

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  24.

  	
  ASSISTIVE LISTENING SYSTEMS

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  25.

  	
  LIGHTNING PROTECTION SYSTEM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - Add Alternate.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  26.

  	
  SHOWROOM SOUND SYSTEM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - By Owner.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  27.

  	
  AREA OF RESCUE ASSISTANCE INTERCOM

  	
   

  	
  211,350

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   - Allowances.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  211,350

  	
   

  	
  $

  	
  12.49

  	
   

  	
  $

  	
  2,640,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,640,300

  	
   

  	
   

  	
   

  
	
  DATE:
  March, 2002

  
																

 

 

1 of 32

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  2 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING HV POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT 1 (New Sub-Station)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT PACKAGE
  PRICE

  	
   

  	
  1

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  113,700

  	
   

  	
  EA

  	
   

  	
  $

  	
  113,700

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “MSB1” 1200 A 12.47 KV 3 PH 4 W
  HV SWBD.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,900

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,900

  	
   

  
	
  W/METERING SECTION & FUSED

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INTERRUPTERS AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 400 A MAIN SWITCH

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 300 A FEEDER SWITCH (To
  MSB2)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 150 A   “              “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 10 A     “              “  (Fire Pump)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 600 A   “              “  (Empty Cubicles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “MSB2” 1200 A 12.47 KV 3 PH 4 W
  HV SWBD.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  INTERRUPTERS AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 400 A MAIN LUGS ONLY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 150 A FEEDER SWITCH

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A   “              “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 80 A     “              “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 600 A   “              “  (Empty Cubicles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT
  (Switchboards)

  	
   

  	
  2

  	
   

  	
  LOT

  	
   

  	
  $

  	
  929.70

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQ. PAD 6 ft W x 80 ft L x 4”
  H. (MSB1)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  991.68

  	
   

  	
  EA

  	
   

  	
  $

  	
  992

  	
   

  
	
  EQ. PAD 6 ft W x 12 ft L x 4”
  H. (MSB2)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  867.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  868

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GROUNDING IN ELECTRIC ROOMS

  	
   

  	
  2

  	
   

  	
  LOT

  	
   

  	
  $

  	
  971.33

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,943

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISC./CONN. EXIST. HV SWBD

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  468.71

  	
   

  	
  LOT

  	
   

  	
  $

  	
  469

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  POWER SYSTEM STUDY

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6,198.02

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6,198

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  134,000

  	
   

  
															

 

	
  THIS SHEET:

  	
   

  	
  $

  	
  134,000

  	
   

  
	
  SHEET 2 of 2:

  	
   

  	
  $

  	
  32,700

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  166,700

  	
   

  

 

2 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  BUILDING HV POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  3 of : 32

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE: (HV
  Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS CONDUIT

  	
   

  	
  460

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,396.07

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,422

  	
   

  
	
  3”    “        “

  	
   

  	
  170

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,632.25

  	
   

  	
  CF

  	
   

  	
  $

  	
  2,775

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS ELBOWS

  	
   

  	
  11

  	
   

  	
  EA

  	
   

  	
  $

  	
  114.53

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,260

  	
   

  
	
  3”     “        “

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  154.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  465

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS TERMINATIONS

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  49.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  793

  	
   

  
	
  3”     “        “

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  58.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  233

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS SUPPORTS

  	
   

  	
  58

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  214

  	
   

  
	
  3”     “        “

  	
   

  	
  21

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.20

  	
   

  	
  EA

  	
   

  	
  $

  	
  132

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS FLOOR SLEEVES

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  50.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  101

  	
   

  
	
  3”     “         “             “

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  53.07

  	
   

  	
  EA

  	
   

  	
  $

  	
  53

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2-1/2” RGS WALL SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  94.08

  	
   

  	
  EA

  	
   

  	
  $

  	
  376

  	
   

  
	
  3”     “         “             “

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  100.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  301

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  STENCIL HV CONDUITS 6 FT O.C.

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  716.63

  	
   

  	
  LOT

  	
   

  	
  $

  	
  717

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #2 THHN COPPER WIRE

  	
   

  	
  850

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,266.50

  	
   

  	
  MF

  	
   

  	
  $

  	
  1,077

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #6 15 KV 1/C COPPER WIRE (100%
  Insul.)

  	
   

  	
  1,750

  	
   

  	
  LF

  	
   

  	
  $

  	
  3,031.18

  	
   

  	
  MF

  	
   

  	
  $

  	
  5,305

  	
   

  
	
  #4/0 15 KV 1/C COPPER WIRE (100%
  Insul.)

  	
   

  	
  570

  	
   

  	
  LF

  	
   

  	
  $

  	
  5,476.48

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,122

  	
   

  
	
  #350 mcm 15 KV 1/C COPPER WIRE
  (100% Insul.)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  6,096.28

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/C 6 STRESS CONE KITS (@HV
  Swgr.)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  571.85

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,287

  	
   

  
	
  3/C 4/0 STRESS CONE KITS (At
  Swgr.)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  590.45

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,181

  	
   

  
	
  3/C 6 STRAIGHT SPLICE KITS (To
  Exist. Fac.)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  661.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,984

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HI-POT ABOVE 3/C HV FEEDER

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  420.30

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,942

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PULL BOXES : (HV Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12”  SQ. x 6” D S / C PULL BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  85.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  18”  SQ. x 8” D S / C PULL BOX

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  130.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  261

  	
   

  
	
  24”  SQ. x 12” D S / C PULL BOX

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  224.80

  	
   

  	
  EA

  	
   

  	
  $

  	
  450

  	
   

  
	
  36”  SQ. x 18” D S / C PULL BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  301.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  32,700

  	
   

  

 

3 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET :

  	
  4 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT:  (New Sub-Station)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT PACKAGE
  PRICE

  	
   

  	
  1

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  270,900

  	
   

  	
  EA

  	
   

  	
  $

  	
  270,900

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T1” 112.5 KVA 12.47 KV PRI. -
  277/480V SEC.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  PAD MOUNT TRANSF. (Conn. To ATS
  Fire Pump)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T4” 1500 KVA 12.47 KV PRI. -
  277/480V SEC.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  PAD MOUNT TRANSF. (Conn. To
  EQSB)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T5” 750 KVA 12.47 KV PRI. -
  277/480V SEC.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  PAD MOUNT TRANSF. (Conn. To
  CMSB)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T6” 1500 KVA 12.47 KV PRI. -
  277/480V SEC.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  PAD MOUNT TRANSF. (Conn. To
  ATS)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T10” 1000 KVA 12.47 KV PRI. -
  120/208V SEC.

  	
   

  	
  —

  	
   

  	
  (With Hotel)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  PAD MOUNT TRANSF. (Conn. To
  Hotel Swd.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT
  (Transformers)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859.41

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859

  	
   

  
	
  RIGGING EQUIPMENT
  (Switchboards)

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  929.70

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQ. PAD 6 ft W x 8 ft L x 4” H.
  (Transf.)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  867.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,471

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GROUNDING IN ELECTRIC ROOMS

  	
   

  	
  2

  	
   

  	
  LOT

  	
   

  	
  $

  	
  971.33

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,943

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  293,400

  	
   

  

 

	
  THIS SHEET :

  	
   

  	
  $

  	
  293,400

  	
   

  
	
  SHEET 2 of 6 :

  	
   

  	
  $

  	
  15,300

  	
   

  
	
  SHEET 3 of 6 :

  	
   

  	
  $

  	
  28,300

  	
   

  
	
  SHEET 4 of 6 :

  	
   

  	
  $

  	
  52,900

  	
   

  
	
  SHEET 5 of 6 :

  	
   

  	
  $

  	
  123,000

  	
   

  
	
  SHEET 6 of 6 :

  	
   

  	
  $

  	
  181,400

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  694,300

  	
   

  
						

 

4 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET :

  	
  5 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT:
  (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T4/”EQSB” 2500A 277/480V 3 PH 4
  W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  4,600

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,600

  	
   

  
	
  SWITCHBOARD W/ TRANSITION &
  CIRCUIT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BREAKERS AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 2500 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1000 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 800 A       “               “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 400 A       “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3 - 300 A       “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A       “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 100 A       “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 - 225 A       “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T5/ “CMSB” 1200 A 277/480V 3 PH
  4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,700

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,700

  	
   

  
	
  SWITCHBOARD W/ TRANSITION &
  CIRCUIT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BREAKERS AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1200 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 - 225 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A        “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A       “                “   (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A        “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A       “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ATS/ “EMSB” 2500A 277/480V 3 PH
  4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,900

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,900

  	
   

  
	
  SWITCHBOARD W/ CIRCUIT BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 2500 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 800 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  0 - 400A         “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6 - 100 A         “                “

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 - 225 A         “  
               “   (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T10/ “HMSB” 1200 A 120/208V 3
  PH 4 W DISTR.

  	
   

  	
  —

  	
   

  	
  (With Hotel)

  	
   

  	
  $

  	
  3,300

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  SWITCHBOARD W/ TRANSITION &
  CIRCUIT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BREAKERS AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1200 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5 - 400 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A         “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A         “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A          “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT (Switchboards)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
  EQ. PAD 3 ft W x 12 ft L x 4”H.
  (Swbd.)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  743.76

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,231

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  15,300

  	
   

  

 

5 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET :

  	
  5 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT:
  (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T3/ “GDP1” 1600 A 120/208V 3 PH
  4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,700

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,700

  	
   

  
	
  SWITCHBOARD W/ CIRCUIT BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1600 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  7 - 225 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A           “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A           “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T4/ “ GDP2” 1600 A 120/208V 3
  PH 4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,700

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,700

  	
   

  
	
  SWITCHBOARD W/ CIRCUIT BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1600 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  7 - 225 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A           “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A           “                “   (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T2/ “CEMDI” 800 A 120/208V 3 PH
  4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  1,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,500

  	
   

  
	
  SWITCHBOARD W/ CIRCUIT BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 800 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 100 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6 - 100 A           “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A           “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T9 / “KDP” 1200 A 120/206 V 3
  PH 4 W DISTR.

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
   2,400

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,400

  	
   

  
	
  SWITCH BOARD W/ CIRCUIT
  BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 - 1000 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 - 225 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6 - 100 A            “                “  
  (SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 - 225 A            “                “  
  (SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  O  LV TRANSFORMERS: (480V 3PH. - 120/208V
  3 PH 3W)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  30 KVA (T6 - ????)

  	
   

  	
  2

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  700

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,400

  	
   

  
	
  225 KVA (T5 - Computer Power)

  	
   

  	
  2

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  1,800

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,600

  	
   

  
	
  300 KVA (T9 - Kitchen Power)

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,300

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,300

  	
   

  
	
  500 KVA (T3 & T4 - Slot
  Mach, Power)

  	
   

  	
  2

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,800

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,600

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT (Transf.)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  929.70

  	
   

  	
  LOT

  	
   

  	
  $

  	
  930

  	
   

  
	
  EQ.PAD 4 ft W x 5 ft L x 4” H.
  (Transf.)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  433.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,603

  	
   

  
	
  EQ.PAD 4 ft W x 8 ft L x 4” H.
  (Swbd.)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  495.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,983

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  28,300

  	
   

  

 

6 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING,
  W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  7 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “MCCI” 800 A 480 V 3 PH 3 W
  MOTOR

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,500

  	
   

  
	
  CONTROL CENTER W/ COMB.
  STARTERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW:(6-Section)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1

  	
  -

  	
  800 A MAIN LUGS ONLY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15 

  	
  -

  	
  SIZE-1 (To 10 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10 

  	
  -

  	
  SIZE-2 (To 25 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 

  	
  -

  	
  SIZE - 3 (To 50 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “MCC2” 1000 A 480 V 3 PH 3 W
  MOTOR

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  2,800

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,800

  	
   

  
	
  CONTROL CENTER W/ COMB.
  STARTERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AS FOLLOW: (6-Section)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 

  	
  -

  	
  1000 A MAIN LUGS ONLY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  0 

  	
  -

  	
  SIZE-1 (To 10 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5

  	
  -

  	
   SIZE-3 (To 50 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5

  	
  -

  	
   SIZE-4 (To 100 H.P.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SURGE SUPPRESSION FOR COMPUTER
  LOADS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  909.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,637

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  225 A 277/480 V DISTR. PANEL:
  MLO

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,371.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,743

  	
   

  
	
  42 POLES / 14 KAIC (Conn. 30
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  225 A 120/208 V DISTR. PANEL:
  MLO

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,371.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  19,198

  	
   

  
	
  42 POLES / 10 KAIC (Conn. 36
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  225 A 120/208 V DISTR. PANEL;
  MLO

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,371.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,485

  	
   

  
	
  42 POLES / 10 KAIC (Conn. 30
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  100 A 120/208 V DISTR. PANEL;
  MLO

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,254.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,016

  	
   

  
	
  42 POLES / 10 KAIC (Conn. 30
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  225 A 120/208 V DISTR. PANEL;
  MLO

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,371.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,485

  	
   

  
	
  42 POLES / 22 KAIC (Conn. 36
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  100 A 120/208 V DISTR. PANEL;
  MCB

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,254.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,508

  	
   

  
	
  42 POLES / 22 KAIC (Conn. 30
  Poles)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PANELBOARD SUPPORTS

  	
   

  	
  30

  	
   

  	
  EA

  	
   

  	
  $

  	
  24.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  744

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQ.PAD 3 ft W x 10 ft Lx4"
  H. (MCC)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  557.82

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,116

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  52,900

  	
   

  

 

7 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, 

  WHEELING, W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  8 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT: (Secondary Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT CONDUIT

  	
   

  	
  1,690

  	
   

  	
  LF

  	
   

  	
  $

  	
  463.45

  	
   

  	
  CF

  	
   

  	
  $

  	
  7,832

  	
   

  
	
  2-1/2" "              "

  	
   

  	
  2,770

  	
   

  	
  LF

  	
   

  	
  $

  	
  685.97

  	
   

  	
  CF

  	
   

  	
  $

  	
  19,001

  	
   

  
	
       3"   "              "

  	
   

  	
  1,300

  	
   

  	
  LF

  	
   

  	
  $

  	
  868.52

  	
   

  	
  CF

  	
   

  	
  $

  	
  11,291

  	
   

  
	
  3-1/2" "              "

  	
   

  	
  3,150

  	
   

  	
  LF

  	
   

  	
  $

  	
  994.37

  	
   

  	
  CF

  	
   

  	
  $

  	
  31,323

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT ELBOWS

  	
   

  	
  29

  	
   

  	
  EA

  	
   

  	
  $

  	
  29.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  854

  	
   

  
	
  2-1/2" "              "

  	
   

  	
  88

  	
   

  	
  EA

  	
   

  	
  $

  	
  64.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,644

  	
   

  
	
       3"   "              "

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  88.90

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,600

  	
   

  
	
  3-1/2" "              "

  	
   

  	
  86

  	
   

  	
  EA

  	
   

  	
  $

  	
  104.96

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,026

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT SET-SCREW
  COUPL.

  	
   

  	
  198

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  712

  	
   

  
	
  2-1/2" "              "              "              "

  	
   

  	
  365

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,235

  	
   

  
	
       3"   "              "              "              "

  	
   

  	
  148

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,468

  	
   

  
	
  3-1/2" "              "              "              "

  	
   

  	
  401

  	
   

  	
  EA

  	
   

  	
  $

  	
  11.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,648

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT SET-SCREW CONN.

  	
   

  	
  42

  	
   

  	
  EA

  	
   

  	
  $

  	
  20.68

  	
   

  	
  EA

  	
   

  	
  $

  	
  868

  	
   

  
	
  2-1/2" "              "              "              "

  	
   

  	
  78

  	
   

  	
  EA

  	
   

  	
  $

  	
  40.14

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,131

  	
   

  
	
       3"   "              "              "              "

  	
   

  	
  26

  	
   

  	
  EA

  	
   

  	
  $

  	
  53.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,397

  	
   

  
	
  3-1/2" "              "              "              "

  	
   

  	
  98

  	
   

  	
  EA

  	
   

  	
  $

  	
  66.70

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,537

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT SUPPORTS

  	
   

  	
  211

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.24

  	
   

  	
  EA

  	
   

  	
  $

  	
  262

  	
   

  
	
  2-1/2" "              "

  	
   

  	
  346

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,288

  	
   

  
	
       3"   "              "

  	
   

  	
  163

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.20

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,007

  	
   

  
	
  3-1/2" "              "

  	
   

  	
  394

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.20

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,440

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT FLOOR SLEEVES

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  26.53

  	
   

  	
  EA

  	
   

  	
  $

  	
  212

  	
   

  
	
  2-1/2" "              "              "

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  40.70

  	
   

  	
  EA

  	
   

  	
  $

  	
  407

  	
   

  
	
       3"   "              "              "

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  47.89

  	
   

  	
  EA

  	
   

  	
  $

  	
  48

  	
   

  
	
  3-1/2" "              "              "

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  58.09

  	
   

  	
  EA

  	
   

  	
  $

  	
  581

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2" EMT WALL SLEEVES

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  233

  	
   

  
	
  2-1/2" "              "              "

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  32.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  586

  	
   

  
	
       3"   "              "              "

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  43.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  526

  	
   

  
	
  3-1/2" "              "              "

  	
   

  	
  31

  	
   

  	
  EA

  	
   

  	
  $

  	
  47.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,474

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3-1/2" EMT ROOF FLASHING

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  141.97

  	
   

  	
  EA

  	
   

  	
  $

  	
  710

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PULL BOXES : (Secondary
  Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12" SQ. x  6" D S / C PULL BOX

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
   85.63

  	
   

  	
  EA

  	
   

  	
  $

  	
   428

  	
   

  
	
  18" SQ. x  8" D S / C PULL BOX

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
   130.59

  	
   

  	
  EA

  	
   

  	
  $

  	
   1,306

  	
   

  
	
  24" SQ. x  12" D S / C PULL BOX

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
   224.80

  	
   

  	
  EA

  	
   

  	
  $

  	
   450

  	
   

  
	
  36" SQ. x  18" D S / C PULL BOX

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
   301.42

  	
   

  	
  EA

  	
   

  	
  $

  	
   1,206

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL

  	
   

  	
  $

  	
  123,000

  	
   

  

 

8 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, 

  WHEELING, W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  9 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRE: (Secondary Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #  
  8 THHN COPPER WIRE

  	
   

  	
  1,760

  	
   

  	
  LF

  	
   

  	
  $

  	
  796.62

  	
   

  	
  MF

  	
   

  	
  $

  	
  1,402

  	
   

  
	
  #  
  6     “              “           “

  	
   

  	
  140

  	
   

  	
  LF

  	
   

  	
  $

  	
  873.80

  	
   

  	
  MF

  	
   

  	
  $

  	
  122

  	
   

  
	
  #  
  4     “              “           “

  	
   

  	
  3,100

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,062.55

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,294

  	
   

  
	
  #  
  2     “              “           “

  	
   

  	
  8,150

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,266.50

  	
   

  	
  MF

  	
   

  	
  $

  	
  10,322

  	
   

  
	
  #  1
  / 0 THHN COPPER WIRE

  	
   

  	
  2,030

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,631.60

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,312

  	
   

  
	
  #  2
  / 0     “              “          
  “

  	
   

  	
  1,180

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,108.26

  	
   

  	
  MF

  	
   

  	
  $

  	
  2,488

  	
   

  
	
  #  4
  / 0     “              “          
  “

  	
   

  	
  12,600

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,522.94

  	
   

  	
  MF

  	
   

  	
  $

  	
  31,789

  	
   

  
	
  250 MCM THHN COPPER WIRE

  	
   

  	
  850

  	
   

  	
  LF

  	
   

  	
  $

  	
  4,491.58

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,818

  	
   

  
	
  350    
  “         “              “           “

  	
   

  	
  660

  	
   

  	
  LF

  	
   

  	
  $

  	
  4,856.67

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,205

  	
   

  
	
  500    
  “         “              “           “

  	
   

  	
  13,130

  	
   

  	
  LF

  	
   

  	
  $

  	
  5,476.48

  	
   

  	
  MF

  	
   

  	
  $

  	
  71,906

  	
   

  
	
  600    
  “         “              “           “

  	
   

  	
  6,920

  	
   

  	
  LF

  	
   

  	
  $

  	
  6,330.63

  	
   

  	
  MF

  	
   

  	
  $

  	
  43,808

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS ITEMS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN, 100 A 240 V 3 PH ELEVATORS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  154.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  617

  	
   

  
	
  CONN, 120 V 1 PH ELEV. LIGHTS / CONTROLS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  284

  	
   

  
	
  30 A 240 V FU DISC. SW. (NEMA-1)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  251.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,007

  	
   

  
	
  100 A 480 V FU DISC. SW. (NEMA-1)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  685.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,740

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  181,400

  	
   

  

 

9 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, 

  WHEELING, W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  10 of : 32

  	
   

  
	
  WORK:

  	
  BUILDING STEEL GROUNDING

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GROUNDING: (At Building Steel)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8” DIA.X 2 ft. D. TEST PIT W/COVER

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  179.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  8,062

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” DIA. X 10 ft. GROUND ROD

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  83.38

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,752

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4/0 BARE COPPER WIRE (Bldg. Perimeter)

  	
   

  	
  2,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  3,279.10

  	
   

  	
  MF

  	
   

  	
  $

  	
  6,558

  	
   

  
	
  2/0 BARE COPPER WIRE (5tl. Conn./45
  @10’Lg.)

  	
   

  	
  450

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,935.29

  	
   

  	
  MF

  	
   

  	
  $

  	
  1,321

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4/0 TO ROD CAD-MOLD

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  61.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  186

  	
   

  
	
  CAD-SHOT FOR ABOVE

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  56.34

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,535

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/0 TO 4/0 CAD-MOLD

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  61.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  186

  	
   

  
	
  CAD-SHOT FOR ABOVE

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  56.34

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,535

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/0 2-HOLE COMPR.CONN.(Bolt to Steel)

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  47.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,140

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SEAL 2/0 PENETRATION AT WALL

  	
   

  	
  45

  	
   

  	
  EA

  	
   

  	
  $

  	
  20.06

  	
   

  	
  EA

  	
   

  	
  $

  	
  903

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  28,800

  	
   

  

 

10 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, 

  WHEELING, W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  11 of : 32

  	
   

  
	
  WORK:

  	
  EMERGENCY GENERATOR

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT:

  	
   

  	
  1

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  235,524.71

  	
   

  	
  EA

  	
   

  	
  $

  	
  235,525

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1250 KW 480 V 3 PH 4 W EMER. GEN. SET

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  7,030.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  7,031

  	
   

  
	
  DIESEL FUELED (24,870 lbs.) 110 GPH @ 100%:
  76 GPH @75% IN OUTDOOR ENCL. (Mounted on Roof)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1500 GAL. SKID-MOUNT FUEL TANK

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,515.33

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,515

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2500A 480 V 3PH 4W ATS W/O ISOL. BY-PASS

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,874.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,875

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GENERATOR CONTR. PANEL. (For Remote Start)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  351.53

  	
   

  	
  LOT

  	
   

  	
  $

  	
  352

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MOUNT & INSTALL THE FOLLOWING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. DAY TANK

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  117.18

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  BATTERY RACK

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  351.53

  	
   

  	
  EA

  	
   

  	
  $

  	
  352

  	
   

  
	
  TRICKLE CHARGER

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  117.18

  	
   

  	
  EA

  	
   

  	
  $

  	
  117

  	
   

  
	
  REMOTE STATUS ANNUNCIATOR

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  234.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  234

  	
   

  
	
  CONN. JACKET HEATER

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  58.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  59

  	
   

  
	
  FUEL PIPING SYST. & TANK (6,000 Gal./
  Div.15)

  	
   

  	
  1

  	
   

  	
  (Separate line Item)

  	
   

  	
  EA

  	
   

  	
  —

  	
   

  
	
  EXHAUST / MUFFLER SYSTEM (Div.15)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859.41

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SPARE PARTS (GASKETS, HEATING ELEM..
  FILTERS, TEST INSTR., TOOLS, ETC.)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LOAD TEST / TESTING OF TOTAL SYST.

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,796.83

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,797

  	
   

  
	
  PROV. LOAD BANK TO SUPPLEMENT LOAD.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,479.21

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,479

  	
   

  
	
  CONCR. PAD W/GRD'S (35’ x 12’ x 12” TH.)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  4,338.61

  	
   

  	
  LOT

  	
   

  	
  $

  	
  4,339

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DIESEL FUEL (Testing & Topping-off)

  	
   

  	
  7,000

  	
   

  	
  GAL

  	
   

  	
  $

  	
  1.74

  	
   

  	
  GAL

  	
   

  	
  $

  	
  12,148

  	
   

  
	
  HEAT TRACE FUEL LINES

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,088.51

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,089

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  274,600

  	
   

  

 

11
of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, 

  WHEELING, W. VIRGINIA,

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  12 of : 32

  	
   

  
	
  WORK:

  	
  FUEL TANK / PUMPING SYSTEM

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DUAL 3/4 H.P. 480 V. 3 PH. OIL PUMPS WITH
  ACCESSORIES & CONTROL PANEL

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  12,396.04

  	
   

  	
  EA

  	
   

  	
  $

  	
  12,396

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6 x 12 x 18” THICK CONCRETE PAD FOR OIL
  PUMPS / CONTROL PANEL

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,198.02

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,198

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  ELECTRICAL WIRING FOR PUMP & TANK,
  INCLUDING ACCESSORIES

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  8,541.57

  	
   

  	
  LOT

  	
   

  	
  $

  	
  8,542

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INSTALLATION COSTS FOR FUEL PUMPS AND
  CONTROL PANEL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859.41

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,859

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  VERTICAL FUEL PIPING FROM TANK TO GEN SET
  ON ROOF OF MEZZ

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  8,677.23

  	
   

  	
  LOT

  	
   

  	
  $

  	
  8,677

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DIESEL FUEL (Testing & Topping-off)

  	
   

  	
  2,500

  	
   

  	
  GAL

  	
   

  	
  $

  	
  1.74

  	
   

  	
  GAL

  	
   

  	
  $

  	
  4,339

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HEAT TRACE FUEL LINES

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,557.22

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,557

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  44,400

  	
   

  

 

12 of 32

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  13 of : 32

  	
   

  
	
  WORK:

  	
  UNINTERRUPTABLE POWER SUPPLIES

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
  EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  150 KVA 480 V3 PH. UPS SYSTEM
  (3,160 lbs)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  89,780.06

  	
   

  	
  EA

  	
   

  	
  $

  	
  89,780

  	
   

  
	
  BATTERY SYSTEM (2-Cabinets)
  (4,655 lbs)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MAINTENANCE BY-PASS UNIT (670
  lbs)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT (Batteries)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
  RIGGING EQUIPMENT (UPS)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQ. PAD 6 ft W x 8 ft L x 4” H.
  (Transf.)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  867.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  868

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  225A 480 V 3 PH. 4 W ENCL. C/B
  (Newma 1)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,569.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,569

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
  $

  	
  95,700

  	
   

  

 

13 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  14 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS — INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A      8” DIA. REC. DNLT. W/ CLEAR REFL : MICR.
  GROOVE BAFFLE: 2 - 26 W QUAD LAMPS

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
  $

  	
  166.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,154

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  B      8” DIA. REC. DNLT. W/ BLK MICRO -

  GROOVE BAFFLE: 2 - 26 W QUAD LAMPS

  	
   

  	
  29

  	
   

  	
  EA

  	
   

  	
  $

  	
  166.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,827

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  C      PDNT. MNT. LENSED FLUOR. DNLT. W/12”
  APERTURE & 2 - 42 W TRIPLE LAMPS W/ DIMMING BALLAST

  	
   

  	
  188

  	
   

  	
  EA

  	
   

  	
  $

  	
  368.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  69,276

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  D      8” DIA. REC. DNLT. W/ CLEAR REFL: MICR.
  GROOVE BAFFLE: 2-26 W QUAD LAMPS W/ DIMMING BALLAST

  	
   

  	
  123

  	
   

  	
  EA

  	
   

  	
  $

  	
  213.54

  	
   

  	
  EA

  	
   

  	
  $

  	
  26,265

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  D1    8” DIA. REC. DNLT. W/ CLEAR REFL: MICR.
  GROOVE BAFFLE: 1 - 18 W QUAD LAMP

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  166.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  832

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  D2    8” DIA. REC. DNLT. W/ CLEAR REFL: MICR.
  GROOVE BAFFLE: 1 - 18 W QUAD LAMP

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  166.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  832

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  G      LANDSCAPE ACCENT UP-LIGHT

  (At Central Theme Piece Loc. ? ? 
  /Dwg. E2.1.3)

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  374.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,990

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  H      100 W M / H WALL PACK

  (Exterior Loading Dack / Dwg. E2.0.0)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  281.38

  	
   

  	
  EA

  	
   

  	
  $

  	
  844

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  W     UNDERWATER ACCENT FIXTURE

  (Area 3 Lobby Water Feature ? ? / Dwg. E2.1.2)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  622.27

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,734

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
  $

  	
  122,400

  	
   

  

 

	
  THIS SHEET

  	
  :

  	
  $

  	
  122,400

  
	
  SHEET 2 of 5

  	
  :

  	
  $

  	
  98,100

  
	
  SHEET 3 of 5

  	
  :

  	
  $

  	
  145,100

  
	
  SHEET 4 of 5

  	
  :

  	
  $

  	
  48,000

  
	
  SHEET 5 of 5

  	
  :

  	
  $

  	
  52,500

  
	
   

  	
   

  	
   

  
	
  TOTAL :

  	
   

  	
  $

  	
  466,100

  

 

14 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  15 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS — INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FA   2 x 4 LAY-IN FLUOR. FIXT. W/ ACRYLIC LENS /
  2 - FO32 / T8 LAMPS

  	
   

  	
  112

  	
   

  	
  EA

  	
   

  	
  $

  	
  115.05

  	
   

  	
  EA

  	
   

  	
  $

  	
  12,886

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FB    2 x 4 LAY-IN FLUOR. FIXT. W/ ACRYLIC LENS
  / 3-FO32 / T8 LAMPS

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  139.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,511

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FC    4 ft. L. SURF. STRIP FLUOR. FIXT. W / 2 -
  F 32 T8 LAMPS

  	
   

  	
  146

  	
   

  	
  EA

  	
   

  	
  $

  	
  208.02

  	
   

  	
  EA

  	
   

  	
  $

  	
  30,371

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FD    3 ft. L. SURF. STRIP FLUOR. FIXT. W / 2 -
  F24 T8 LAMPS

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  158.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,109

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FE    2 ft. L. SURF. STRIP FLUOR. FIXT. W / 2
  -F17 T8 LAMPS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  170.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  681

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FF    4 ft. L. INDUST. FLUOR. FIXT. W/CTR. “V”
  EA. LAMP: 2 - F 32 T8 LAMPS

  	
   

  	
  68

  	
   

  	
  EA

  	
   

  	
  $

  	
  120.23

  	
   

  	
  EA

  	
   

  	
  $

  	
  8,176

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FG    4 ft. L. WALL-MOUNT FLUOR FIXT. W/ UP-DN
  LIGHTING 2 - F 32 T8 LAMPS (Stairs)

  	
   

  	
  26

  	
   

  	
  EA

  	
   

  	
  $

  	
  176.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,576

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FH    1 x 4 SURF. FLUOR. FIXT. W / WRAP-RND.
  ACRYL. LENS / 2 - F32 / T8 LAMPS

  	
   

  	
  66

  	
   

  	
  EA

  	
   

  	
  $

  	
  112.23

  	
   

  	
  EA

  	
   

  	
  $

  	
  7,407

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FJ     3 ft. SURF. WALL STRIP FLUOR. FIXT. W/
  ELLIPTICAL REFL. /1 - T5 HO LAMP

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  293.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,934

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FK    4 ft. LINEAR COVE FLUOR. LTG. SYST. FIELD
  CURV. W / 6 - 13 W TWIN LAMPS

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  311.69

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,182

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FL    18” 175 W M/H FLOOD - MOUNT TO LIGHT STD.
  SEAM ROOF AT CANOPY

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  $

  	
  443.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,991

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FM   SURF. MNT. LINEAR UP-LIGHT MOUNT IN COVE (2
  - 3 FT SECTIONS)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  471.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,357

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FN    2 x 4 LAY-IN FLUOR. FIXT. W / PARAB.
  LOUVER / 3 - F32/T8 LAMPS

  	
   

  	
  80

  	
   

  	
  EA

  	
   

  	
  $

  	
  160.58

  	
   

  	
  EA

  	
   

  	
  $

  	
  12,846

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FP    4 FT. UNDER COUNTER FIXT. FOR WET LOC. W/
  1 T5 LAMP

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  $

  	
  189.09

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,702

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F       2 x 2 LAY-IN FLUOR. FIXT. W/ ACRYLIC LENS
  / 3 - F17 / T8 LAMPS

  	
   

  	
  41

  	
   

  	
  EA

  	
   

  	
  $

  	
  91.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,751

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
  $

  	
  98,100

  	
   

  

 

15 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  16 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS — INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F1     100 W MET. HALIDE FLOODLIGHT (Mount on
  Roof)

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  474.41

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,321

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IA    6” DIA. REC. DNLT. W/ ELLIPS. ALZ. REPL. /
  BLK. BAFF. / ADJ. SOCKET / GL. SHEILD Q250 T4 LAMP

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  414.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IB     20 W 120 V RECESSED STEP LIGHT W/ CAST
  AL. HOUSING & GL. SPREAD LENS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  207.34

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  N      NEON TUBE LIGHTING (LF)

  (Four Locations in Gaining Area)

  	
   

  	
  150

  	
   

  	
  LF

  	
   

  	
  $

  	
  76.63

  	
   

  	
  LF

  	
   

  	
  $

  	
  11,494

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P       175 W M/H SURF. MOUNT FIXTURE W/ HIGH
  IMPACT LENS

  	
   

  	
  103

  	
   

  	
  EA

  	
   

  	
  $

  	
  366.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  37,780

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PR    175 W M/H SURF. MOUNT FIXTURE W/ HIGH
  IMPACT LENS & QUARTZ RESTRIKE

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  437.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,563

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P1     DECORATIVE CHANDELIER

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,980.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,980

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P2     HANGING LANTERN

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  387.08

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,548

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  S       STEP LTG. STRIP / ROPE FIXT. (4 -
  Steps) FIBER-OPTIC ? ? ? (At Entry to Showroom)

  	
   

  	
  120

  	
   

  	
  LF

  	
   

  	
  $

  	
  61.30

  	
   

  	
  LF

  	
   

  	
  $

  	
  7,356

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TA   575 WELLIPSOIDAL SPOT LIGHT MOUNT IN ACCENT
  LIGHT POCKETS

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,991.23

  	
   

  	
  EA

  	
   

  	
  $

  	
  15,930

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     LIGHTING TRACK - 2 CIRCUIT

  	
   

  	
  500

  	
   

  	
  LF

  	
   

  	
  $

  	
  29.52

  	
   

  	
  LF

  	
   

  	
  $

  	
  14,761

  	
   

  
	
           LIGHT TRACK ENDS

  	
   

  	
  44

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  808

  	
   

  
	
           LIGHT TRACK FEED SECTIONS

  	
   

  	
  23

  	
   

  	
  EA

  	
   

  	
  $

  	
  54.09

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,244

  	
   

  
	
  T1    TRK LIGHT FIXT. (MR-16)

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  134.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,693

  	
   

  
	
  T2    TRK LIGHT FIXT. (PAR-20)

  	
   

  	
  27

  	
   

  	
  EA

  	
   

  	
  $

  	
  122.26

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,301

  	
   

  
	
  T3    TRK LIGHT FIXT. (PAR-70)

  	
   

  	
  22

  	
   

  	
  EA

  	
   

  	
  $

  	
  122.26

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,690

  	
   

  
	
  T4    TRK LIGHT FIXT. (MR-16 75 W w/ Blk. Back)

  	
   

  	
  59

  	
   

  	
  EA

  	
   

  	
  $

  	
  140.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  8,311

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  XA5 CLG.-MOUNT / 1-FACE EXIT LIGHT

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  275.52

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,306

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  XA6 CLG. -MOUNT / 2-FACE EXIT LIGHT

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  275.52

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,102

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     EMERGENCY BATTERY PACKS

  INCL. C & W (Mount from Strut)

  	
   

  	
  50

  	
   

  	
  LF

  	
   

  	
  $

  	
  365.10

  	
   

  	
  LF

  	
   

  	
  $

  	
  18,255

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
  $

  	
  145,100

  	
   

  

 

16 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  17 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS — INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DECORATIVE LIGHTING FIXTURES:
  (Casual Dining)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     CHANDELIER (At Entry)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,558.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,559

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     WALL LANTERN (At Booths)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  445.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,672

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     HANGING LANTERN (Main Dining Light)

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  432.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,061

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     SCONCE PENDANT (Hang From Palms ?)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  260.64

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,564

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     WALL TOURCHIERE (On Wall to Patio)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  773.38

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,640

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     NEST SUSPENSION (Hang From Struct. Col.)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  651.90

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,304

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DECORATIVE
  LIGHTING FIXTURES: (Bar)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     PENDANT UP/DN LIGHT (Hang Above Bar)

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  424.27

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,394

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     HANGING LANTERN (Above Tables)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  341.22

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,024

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DECORATIVE
  LIGHTING FIXTURES: (Fine Dining)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     CANOPY / PENDANT (At Cooking Area)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  440.39

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,642

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     NEST SUSPENSION (Hang Above Tables)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  651.90

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,956

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     MED. NEST PENDANT (Above Tables)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  651.90

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,260

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     CANOPY / PENDANT (Ctr / Front of Rest.)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  444.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,665

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     WALL SCONCE (Front of Rest.)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  683.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,367

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     DOUBLE WALL SCONCE (Above Booths)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  486.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,945

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DECORATIVE
  LIGHTING FIXTURES: (Player’s Lounge)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     CHANDELIER (At Entry)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,980.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,980

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     HANGING LANTERN (Above Tables)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  387.08

  	
   

  	
  EA

  	
   

  	
  $

  	
  774

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     WALL SCONCE (Room Perimeter)

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  888.67

  	
   

  	
  EA

  	
   

  	
  $

  	
  7,109

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  Total :

  	
   

  	
  $

  	
  48,000

  	
   

  

 

17 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  18 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS — INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
   

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES: (No Type
  Shown on Drawings)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     CORR. / PHONE LOBBY - Wall Mount

  	
   

  	
  17

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  368.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,264

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     BOARDWALK - Column Mount

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  368.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,685

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     TOILET ROOMS - Wall Mount

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  192.69

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,542

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     AROUND STAIR #8 - Wall Mount

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  399.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,997

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     DRESSING ROOMS - Wall Mount

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  267.07

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     SHOWROOM Repl. “TB” Fixt. - Wall Mount

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  492.45

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     ON RAMPS (Wall Mount) -

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  492.45

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,432

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     EXT. ENTRY VEST. - Recessed Con

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  Allow

  	
   

  	
  $

  	
  158.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,107

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —     ENTRY MARQUEE BELOW CANOPY ?

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  Allow

  	
   

  	
  $

  	
  10,885.12

  	
   

  	
  LOT

  	
   

  	
  $

  	
  10,885

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIXTURE
  LAMPS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F 17 / T8 / 35 K - 2 ft. FLUOR. LAMPS

  	
   

  	
  133

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  7.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  989

  	
   

  
	
  F 24 / T8 / 35 K - 3 ft. FLUOR. LAMPS

  	
   

  	
  36

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  7.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  268

  	
   

  
	
  F 32 / T8 / 35 K - 4 ft. FLUOR. LAMPS

  	
   

  	
  1,140

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,533

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  13 W TWIN FLUOR. LAMPS

  	
   

  	
  42

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  9.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  417

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  26 W QUAD FLUOR. LAMPS

  	
   

  	
  409

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  11.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,563

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  42 W TRIPLE FLUOR. LAMPS

  	
   

  	
  380

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  14.88

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,653

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  100 W METAL HALIDE LAMPS

  	
   

  	
  26

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  30.99

  	
   

  	
  EA

  	
   

  	
  $

  	
  806

  	
   

  
	
  175 W METAL HALIDE LAMPS

  	
   

  	
  127

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  30.99

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,936

  	
   

  
	
  400 W METAL HALIDE LAMPS

  	
   

  	
  17

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  26.03

  	
   

  	
  EA

  	
   

  	
  $

  	
  443

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  100 W QUARTZ LAMPS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  8.68

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  250 W QUARTZ LAMPS

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  11.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  179

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  150 W PAR LAMP

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  205

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MR-16 75 W LAMP

  	
   

  	
  80

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  4.96

  	
   

  	
  EA

  	
   

  	
  $

  	
  397

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  52,300

  	
   

  

 

18 of 32

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  19 of : 32

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING WIRING DEVICES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V 5PST LIGHT SWITCH

  	
   

  	
  57

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  15.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  880

  	
   

  
	
  20 A 120 V
  3-WAY    ”           ”

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  23.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  278

  	
   

  
	
  20 A 120 V
  4-WAY    ”           ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  35.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V FLUOR. DIMMER

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  140.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  141

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-GANG SWITCH PLATES

  	
   

  	
  43

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  4.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  193

  	
   

  
	
  2-GANG      ”               ”

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  4.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  29

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SoS 20 A OCCUP. SENSOR / SW.
  COMB.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  51.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   — 20 A 5PST TIMER
  SWITCH 

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  45.64

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  OS 20 A OCCUP. MOTION DET.
  (Wide View)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  70.09

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
    — 20 A OCCUP.
  SENSOR / RELAY PACK

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  49.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRE DEVICE BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ. BOX W/
  PLASTER FRAME

  	
   

  	
  49

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  839

  	
   

  
	
  4" 3-GANG BOX
  W/ PLASTER FRAME

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  26.08

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" RND. BOX
  & BRKT. - (Clg. Occ. Sensor)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  25.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4" SQ. BOX W/
  BL. COVER (Relay Pack)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING CONTROL IN MEETING
  ROOMS

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  2,328.12

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
  LIGHTING CONTROL IN FINE DINING

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  1,219.26

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,219

  	
   

  
	
  LIGHTING CONTROL IN CASUAL
  DINING

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  1,219.26

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,219

  	
   

  
	
  LIGHTING CONTROL IN BAR

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  1,219.26

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,219

  	
   

  
	
  LIGHTING CONTROL IN GAMING ROOM

  	
   

  	
  1

  	
   

  	
  LOT

  	
  Allow

  	
   

  	
  $

  	
  20,937.61

  	
   

  	
  LOT

  	
   

  	
  $

  	
  20,938

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  6,198.02

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6,198

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  33,200

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  THIS SHEET :

  	
   

  	
  $

  	
  33,200

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SHEET 2 of 2 :

  	
   

  	
  $

  	
  205,700

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTAL :

  	
   

  	
  $

  	
  238,900

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
																	

 

19 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  20 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
  LIGHTING FIXTURE BOXES : No
  Above Ceiling Fixture Boxes

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ BOX / BL.
  COVER 1 - FLEX

  	
   

  	
  141

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  37.35

  	
   

  	
  EA

  	
   

  	
  5,266.61

  	
   

  
	
  4" SQ BOX / BL.
  COVER 2 - FLEX

  	
   

  	
  44

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  58.03

  	
   

  	
  EA

  	
   

  	
  2,553.21

  	
   

  
	
  4" SQ BOX / PL.
  COVER (Wall)

  	
   

  	
  215

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,682

  	
   

  
	
  4" RND. BOX
  & MNT. BRKT. (Clg. / Normal Pwr.)

  	
   

  	
  594

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  25.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  15,126

  	
   

  
	
  “F5” CONDULET W / CVR. &
  GASK.

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  47.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,902

  	
   

  
	
  FIXTURES REQ. NO BOX (In Clg. /
  Normal Pwr.)

  	
   

  	
  230

  	
   

  	
  —

  	
   

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ BOX / BL.
  COVER 1-FLEX (On Em. Ckt.)

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  40.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  604

  	
   

  
	
  4" SQ BOX / PL
  COVER (Wall on Em. Cxt.)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4" RND. BOX
  & MNT. BRKT. (Clg. / Exit Em Pwr.)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  25.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4" SQ BOX / PL.
  COVER (Wall Exits)

  	
   

  	
  22

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  25.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  560

  	
   

  
	
  FIXTURES REQ. NO BOX (In Clg. /
  Em. Pwr.)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  40.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 / C # 12 MC CABLE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  171.92

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  3 / C #
  12    ”       ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  208.16

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  4 / C #
  12    ”       ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  246.22

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A / C CABLE ENDS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  6.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  A / C CABLE SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 / 2 "             EMT CONDUIT

  	
   

  	
  23,000

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  181.65

  	
   

  	
  CF

  	
   

  	
  $

  	
  41,779

  	
   

  
	
  3 / 4 "                ”             ”

  	
   

  	
  10,000

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  222.15

  	
   

  	
  CF

  	
   

  	
  $

  	
  22,215

  	
   

  
	
  1 / 2 "             EMT SET-SCREW COUPL.

  	
   

  	
  2,300

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,140

  	
   

  
	
  3 / 4 "                ”       ”         ”               ”

  	
   

  	
  1,000

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  620

  	
   

  
	
  1 / 2 "             EMT SET-SCREW CONN.

  	
   

  	
  2,372

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  7.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  17,198

  	
   

  
	
  3 / 4 "                ”      ”          ”               ”

  	
   

  	
  600

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  8.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,128

  	
   

  
	
  1 / 2 " - 3 / 4 “               EMT SUPPORTS

  	
   

  	
  4,125

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,534

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 THHN COPPER WIRE

  	
   

  	
  67,000

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  484.50

  	
   

  	
  MF

  	
   

  	
  $

  	
  32,461

  	
   

  
	
  # 12 THHN COPPER WIRE (Fixt.
  Wiring)

  	
   

  	
  10,000

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  660.26

  	
   

  	
  MF

  	
   

  	
  $

  	
  6,603

  	
   

  
	
  # 10
       ”           ”             ”

  	
   

  	
  75,000

  	
   

  	
  LF

  	
   

  	
   

  	
  $

  	
  580.27

  	
   

  	
  MF

  	
   

  	
  $

  	
  43,521

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ. BOX W /
  BLANK COVER

  	
   

  	
  75

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,284

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  2,479.21

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,479

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  205,700

  	
   

  

 

20 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  21 of : 32

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRING DEVICES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V DUPL. RECPT.

  	
   

  	
  237

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.68

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,426

  	
   

  
	
  20 A  "          "
             "  (G F I C) (New)

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  31.21

  	
   

  	
  EA

  	
   

  	
  $

  	
  562

  	
   

  
	
  PLUGMOLD

  	
   

  	
  4

  	
   

  	
  LOC

  	
   

  	
  $

  	
  268.74

  	
   

  	
  LOC

  	
   

  	
  $

  	
  1,075

  	
   

  
	
  1-GANG RECPT. PLATE

  	
   

  	
  251

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,046

  	
   

  
	
  2-GANG RECPT. PLATE

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  10

  	
   

  
	
  4” SQ. BOX W/ PLASTER COVER

  	
   

  	
  253

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,333

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH POWER / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 / C # 12 MC CABLE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  171.92

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  3 / C # 12
    ”        ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  208.16

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  4 / C # 12
    ”        ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  246.22

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  A / C CABLE ENDS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  A / C CABLE SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH POWER / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 / 2 "             EMT CONDUIT

  	
   

  	
  7,600

  	
   

  	
  LF

  	
   

  	
  $

  	
  181.65

  	
   

  	
  CF

  	
   

  	
  $

  	
  13,805

  	
   

  
	
  3 / 4 "                ”            ”

  	
   

  	
  3,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  222.15

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,664

  	
   

  
	
  1 / 2 "             EMT SET - CREW COUPL.

  	
   

  	
  760

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  377

  	
   

  
	
  3 / 4 "                 ”     
     ”        ”               ”

  	
   

  	
  300

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  186

  	
   

  
	
  1 / 2 "             EMT SET - CREW CONN.

  	
   

  	
  506

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,669

  	
   

  
	
  3 / 4 "                ”      ”            ”              ”

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  855

  	
   

  
	
  1 / 2 " 3 / 4 “ EMT SUPPORTS

  	
   

  	
  1,325

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  493

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 THHN COPPER WIRE

  	
   

  	
  31,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  484.50

  	
   

  	
  MF

  	
   

  	
  $

  	
  15,262

  	
   

  
	
  # 10
       ”            ”             ”

  	
   

  	
  16,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  580.27

  	
   

  	
  MF

  	
   

  	
  $

  	
  9,575

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4"SQ. BOX W /
  BLANK COVER

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  856

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  AREAS WITH NO OUTLETS SHOWN

  	
   

  	
  8,000

  	
   

  	
  SF

  	
   

  	
  $

  	
  1.37

  	
   

  	
  SF

  	
   

  	
  $

  	
  10,997

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,479.21

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,479

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  76,700

  	
   

  

 

21 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  22 of : 32

  	
   

  
	
  WORK:

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MECHANICAL EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 300 A 480 V 3 PH CHILLER

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  475.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,426

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 50 HP 480 V 3 PH COOLING
  TOWER

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  141.97

  	
   

  	
  EA

  	
   

  	
  $

  	
  284

  	
   

  
	
  200 A 480 V N/F DISC. SW.
  (Nema-3R / Roof)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,037.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,075

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH AHU FAN
  (Supply)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  213

  	
   

  
	
  CONN. 25 HP 480 V 3 PH AHU FAN
  (Supply)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  106.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  213

  	
   

  
	
  CONN. 5 HP 480 V 3 PH AHU FAN
  (Return)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  355

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INST. VSD FOR 10 HP MOTOR (By
  Div. 15)

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  481.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,368

  	
   

  
	
  INST. VSD FOR 25 HP MOTOR (By
  Div. 15)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  956.02

  	
   

  	
  EA

  	
   

  	
  $

  	
  956

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  796

  	
   

  
	
  60 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  415.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  416

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH PUMPS
  (Mech. Rm.)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  284

  	
   

  
	
  CONN. 25 HP 480 V 3 PH PUMPS
  (Mech. Rm.)

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  85.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  599

  	
   

  
	
  CONN. 30 HP 480 V 3 PH PUMPS
  (Mech. Rm.)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  106.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  319

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INST. VSD FOR 25 HP MOTOR (By
  Div. 15)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  956.02

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,736

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,062

  	
   

  
	
  60 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  415.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,247

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 40 HP 480 V 3 HEAT REC.
  UNIT (Roof)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  141.97

  	
   

  	
  EA

  	
   

  	
  $

  	
  568

  	
   

  
	
  CONN. 75 HP 480 V 3 HEAT REC.
  UNIT (Roof)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  327.33

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,309

  	
   

  
	
  100 A 480 V N/F DISC. SW.
  (Nema-3R / Roof)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  790.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,162

  	
   

  
	
  200 A 480 V N/F DISC. SW.
  (Nema-3R / Roof)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,037.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,150

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  28,800

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  THIS SHEET :

  	
   

  	
  $

  	
  28,800

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SHEET 2 of 3 :

  	
   

  	
  $

  	
  54,100

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SHEET 3 of 3 :

  	
   

  	
  $

  	
  55,700

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTAL :

  	
   

  	
  $

  	
  138,600

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
															

 

22 of 32

 

	
  PROJECT :

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  SHEET :

  	
  23 of : 32

  
	
  WORK :

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MECHANICAL EQUIPMENT
  (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PHH & V
  UNIT

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  71

  	
   

  
	
  CONN. 20 HP 480 V 3 PHH & V
  UNIT

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  71

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  265

  	
   

  
	
  60 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  415.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  416

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH EXH. FAN
  (Parking)

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  568

  	
   

  
	
  SIZE-1 COMB. STARTER (Nema-1)
  To 10 HP

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,200.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,605

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH EXH. FAN
  (Mezz.)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  355

  	
   

  
	
  SIZE-1 COMB. STARTER (Nema-1)
  To 10 HP

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,200.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,003

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,327

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH EXH. FAN
  (Bar / Tlts)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  355

  	
   

  
	
  SIZE-1 COMB. STARTER (Nema-1)
  To 10 HP

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,200.66

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,003

  	
   

  
	
  30 A 480 V N/F DISC. SW.
  (Nema-1)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  265.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,327

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 5 HP 480 V 3 PH BOILERS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  142

  	
   

  
	
  CONN. CABINET HEATERS 120 V 1
  PH

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  631

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2” EMT CONDUIT

  	
   

  	
  6,070

  	
   

  	
  LF

  	
   

  	
  $

  	
  196.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  11,915

  	
   

  
	
  3/4”
      ”            ”

  	
   

  	
  2,970

  	
   

  	
  LF

  	
   

  	
  $

  	
  222.15

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,598

  	
   

  
	
  1/2” EMT SET-SCREW COUPL.

  	
   

  	
  607

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  263

  	
   

  
	
  3/4”
      ”      ”            ”             ”

  	
   

  	
  297

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  166

  	
   

  
	
  1/2” EMT SET-SCREW CONN.

  	
   

  	
  178

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,291

  	
   

  
	
  3/4”
      ”      ”            ”             ”

  	
   

  	
  104

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  889

  	
   

  
	
  1/2” EMT SUPPORTS

  	
   

  	
  759

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0.56

  	
   

  	
  LOT

  	
   

  	
  $

  	
  423

  	
   

  
	
  3/4”
      ”            ”

  	
   

  	
  371

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  230

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2 - 3/4” EMT WALL SLEEVES

  	
   

  	
  71

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,840

  	
   

  
	
  1/2 - 3/4” EMT FLOOR SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  31.77

  	
   

  	
  EA

  	
   

  	
  $

  	
  127

  	
   

  
	
  1/2 - 3/4” EMT ROOF
  PENETRATIONS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  284

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/ BLANK COVER

  	
   

  	
  33

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  565

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  54,100

  	
   

  

 

23 of 32

 

	
  PROJECT :

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  SHEET :

  	
  24 of : 32

  
	
  WORK :

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” EMT CONDUIT

  	
   

  	
  380

  	
   

  	
  LF

  	
   

  	
  $

  	
  344.33

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,308

  	
   

  
	
  1” EMT ELBOWS

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.22

  	
   

  	
  EA

  	
   

  	
  $

  	
  151

  	
   

  
	
  1” EMT SET-SCREW COUPL.

  	
   

  	
  44

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  60

  	
   

  
	
  1” EMT SET-SCREW CONN.

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.97

  	
   

  	
  EA

  	
   

  	
  $

  	
  120

  	
   

  
	
  1” EMT SUPPORTS

  	
   

  	
  48

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  18

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” EMT WALL SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  76.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  307

  	
   

  
	
  1” EMT FLOOR SLEEVES

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  76.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1” EMT ROOF PENETRATIONS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  76.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  154

  	
   

  
	
  4-11/16 “ SQ. BOX W / BLANK
  COVER

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  34.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2” EMT CONDUIT

  	
   

  	
  800

  	
   

  	
  LF

  	
   

  	
  $

  	
  463.45

  	
   

  	
  CF

  	
   

  	
  $

  	
  3,708

  	
   

  
	
  2-1/2”
     ”            ”

  	
   

  	
  540

  	
   

  	
  LF

  	
   

  	
  $

  	
  685.97

  	
   

  	
  CF

  	
   

  	
  $

  	
  3,704

  	
   

  
	
  1-1/2” EMT ELBOWS

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  29.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  354

  	
   

  
	
  2-1/2”
     ”            ”

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  $

  	
  64.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  577

  	
   

  
	
  1-1/2” EMT SET-SCREW COUPL.

  	
   

  	
  92

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  331

  	
   

  
	
  2-1/2”
     ”            ”      ”              ”

  	
   

  	
  63

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  558

  	
   

  
	
  1-1/2” EMT SET-SCREW CONN.

  	
   

  	
  24

  	
   

  	
  EA

  	
   

  	
  $

  	
  20.68

  	
   

  	
  EA

  	
   

  	
  $

  	
  496

  	
   

  
	
  2-1/2”
     ”            ”         ”            ”

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  40.14

  	
   

  	
  EA

  	
   

  	
  $

  	
  482

  	
   

  
	
  1-1/2” EMT SUPPORTS

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.24

  	
   

  	
  EA

  	
   

  	
  $

  	
  124

  	
   

  
	
  2-1/2”
     ”            ”

  	
   

  	
  68

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  251

  	
   

  
	
  1-1/2” EMT FLOOR SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  26.53

  	
   

  	
  EA

  	
   

  	
  $

  	
  106

  	
   

  
	
  2-1/2”
     ”            ”                ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  40.70

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1-1/2” EMT WALL SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  104

  	
   

  
	
  2-1/2”
     ”            ”              ”

  	
   

  	
  9

  	
   

  	
  EA

  	
   

  	
  $

  	
  32.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  293

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2” EMT ROOF FLASHING

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  106.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  426

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PULL BOXES : (Secondary
  Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12” SQ.  x 
  6” D S / C PULL BOX

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  85.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  343

  	
   

  
	
  18” SQ.  x 
  8” D S / C PULL BOX

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  130.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  392

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 THHN COPPER WIRE

  	
   

  	
  22,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  488.53

  	
   

  	
  MF

  	
   

  	
  $

  	
  11,138

  	
   

  
	
  # 10
      ”            ”             ”

  	
   

  	
  5,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  589.08

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,417

  	
   

  
	
  #  8
       ”            ”             ”

  	
   

  	
  7,400

  	
   

  	
  LF

  	
   

  	
  $

  	
  796.62

  	
   

  	
  MF

  	
   

  	
  $

  	
  5,895

  	
   

  
	
  #  6
       ”            ”             ”

  	
   

  	
  4,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  873.80

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,932

  	
   

  
	
  #  4
       ”            ”             ”

  	
   

  	
  2,850

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,062.55

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,028

  	
   

  
	
  #  1 / 0 THHN COPPER WIRE

  	
   

  	
  2,940

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,631.60

  	
   

  	
  MF

  	
   

  	
  $

  	
  4,797

  	
   

  
	
  350 MCM THHN COPPER WIRE

  	
   

  	
  1,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  4,739.50

  	
   

  	
  MF

  	
   

  	
  $

  	
  8,531

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  55,700

  	
   

  

 

24 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  SHEET:

  	
  25 of : 32

  
	
  WORK:

  	
  FIRE ALARM & DETECTION SYSTEM

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIRE ALARM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MAIN FIRE ALARM CONTROL PANEL

  	
   

  	
  1

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  61,300

  	
   

  	
  EA

  	
   

  	
  $

  	
  61,300

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “FAAP” REMOTE ANNUNCIATOR PANEL

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  351.53

  	
   

  	
  EA

  	
   

  	
  $

  	
  352

  	
   

  
	
  “FA” TERMINAL CABINETS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  234.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  937

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “F”                      F.A. MANUAL PULL STATION

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
  $

  	
  35.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,406

  	
   

  
	
  “F”                      F.A. VISUAL ALARM (Strobe, Only)

  	
   

  	
  54

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,215

  	
   

  
	
  “F”                      F.A. AUDIO-VISUAL ALARM

  	
   

  	
  51

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,092

  	
   

  
	
  “F”                      F.A. AUDIO ALARM (Gaming Area)

  	
   

  	
  62

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,543

  	
   

  
	
  “F”                      F.A. AUDIO ALARM (Parking Garage)

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  492

  	
   

  
	
  “S”                      CLG. SMOKE DETECTOR

  	
   

  	
  36

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,476

  	
   

  
	
  “H”                    CLG. HEAT DETECTOR

  	
   

  	
  29

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,529

  	
   

  
	
  “DR”            MAGNETIC DOOR HOLDERS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  35.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “WG”        GUARD FOR A/V DEVICE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  35.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “WS”         GUARD FOR SMOKE DETECTOR

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  35.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “STX”     SMOKE DET. RECEIVER

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  87.88

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “STX”     SMOKE DET. TRANSMITTER

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  87.88

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  DUCT DETECTORS W/REMOTE TEST
  STA.

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  117.18

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,640

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FAN SHUT-DOWN RELAYS

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  58.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  820

  	
   

  
	
  CONN. FAN SHUT-DOWN AT STARTERS

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  35.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  497

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. GAS MONITOR

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  CONN. HOOD SMOKE ALARM

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  129.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  259

  	
   

  
	
  CONN. WATER FLOW SWITCHES

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  852

  	
   

  
	
  CONN. TAMPER SWITCHES

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  852

  	
   

  
	
  CONN FIRE PUMP

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  129.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  130

  	
   

  
	
  CONN. BUILDING MANAGEMENT
  SYSTEM

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  129.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  130

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SYSTEM TESTING & CHECK-OUT

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,963.35

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,963

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  83,700

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  THIS SHEET:

  	
   

  	
  $

  	
  83,700

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  SHEET 2 of
  2:

  	
   

  	
  $

  	
  50,100

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  133,800

  	
   

  	
   

  	
   

  	
   

  	
   

  
																	

 

25 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  SHEET:

  	
  26 of : 32

  
	
  WORK:

  	
  FIRE ALARM & DETECTION SYSTEM

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DEVICE BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W / PLASTER COVER

  	
   

  	
  54

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.88

  	
   

  	
  EA

  	
   

  	
  $

  	
  911

  	
   

  
	
  4” OCT BOX W / CLG BRKT

  	
   

  	
  65

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,635

  	
   

  
	
  4” SQ. BOX / BLK COVER 1-FLEX

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  40.65

  	
   

  	
  EA

  	
   

  	
  $

  	
  569

  	
   

  
	
  STROBES/HORNS/FAN SHUTD’N (No
  Boxes)

  	
   

  	
  193

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT

  	
   

  	
  9,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  222.15

  	
   

  	
  CF

  	
   

  	
  $

  	
  19,993

  	
   

  
	
  3/4” EMT S/S COUPL.

  	
   

  	
  900

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,316

  	
   

  
	
  3/4” EMT S/S CONN.

  	
   

  	
  568

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,016

  	
   

  
	
  3/4”
     ”    SUPPORTS

  	
   

  	
  1,125

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  418

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BELDEN MAPNET CABLE (ALARM)

  	
   

  	
  10,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  778.61

  	
   

  	
  MF

  	
   

  	
  $

  	
  7,786

  	
   

  
	
  ALARM CABLE - #14 TW SHLD PAIR

  	
   

  	
  8,000

  	
   

  	
  EA

  	
   

  	
  $

  	
  521.69

  	
   

  	
  MF

  	
   

  	
  $

  	
  4,173

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  478.30

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INTERCONNECTION TO EXISTING
  CASINO

  FIRE ALARM SYSTEM

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
   4,822.76

  	
   

  	
  LOT

  	
   

  	
  $

  	
   4,823

  	
   

  
	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (For
  Interconnect)

  	
   

  	
  480

  	
   

  	
  LF

  	
   

  	
  $

  	
  236.79

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,137

  	
   

  
	
  3/4” EMT S/S COUPL.

  	
   

  	
  48

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  70

  	
   

  
	
  3/4” EMT S/S CONN.

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  53

  	
   

  
	
  3/4”
     ”    SUPPORTS

  	
   

  	
  60

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  26

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4-11/16 ” SQ. BOX/BLK COVER

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  24.22

  	
   

  	
  EA

  	
   

  	
  $

  	
  97

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BELDEN MAPNET CABLE (ALARM)

  	
   

  	
  1,056

  	
   

  	
  LF

  	
   

  	
  $

  	
  778.61

  	
   

  	
  MF

  	
   

  	
  $

  	
  822

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  50,100

  	
   

  

 

26 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  SHEET:

  	
  27 of : 32

  
	
  WORK:

  	
  SLOT MACHINE POWER

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SLOT POWER JUNCTION BOX

  	
   

  	
  47

  	
   

  	
  EA

  	
   

  	
  $

  	
  335.80

  	
   

  	
  EA

  	
   

  	
  $

  	
  15,783

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RECPT. BOX IN FLOOR TILE

  	
   

  	
  269

  	
   

  	
  EA

  	
   

  	
  $

  	
  120.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  32,433

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DUPLEX RECPT. INSTALLED IN
  FLOOR TILE

  	
   

  	
  538

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.99

  	
   

  	
  EA

  	
   

  	
  $

  	
  10,214

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/#12W/GRD. ARMORED CABLE

  	
   

  	
  4,100

  	
   

  	
  LF

  	
   

  	
  $

  	
  207.50

  	
   

  	
  CF

  	
   

  	
  $

  	
  8,508

  	
   

  
	
  2/#12W/GRD. A/C PLUG AT J-BOX

  	
   

  	
  269

  	
   

  	
  EA

  	
   

  	
  $

  	
  21.18

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,699

  	
   

  
	
  2/#12W/GRD. A/C TERM. AT RECPT.
  BOX

  	
   

  	
  269

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,514

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8/#10W/GRD. ARMORED CABLE

  	
   

  	
  5,300

  	
   

  	
  LF

  	
   

  	
  $

  	
  389.31

  	
   

  	
  CF

  	
   

  	
  $

  	
  20,633

  	
   

  
	
  8/#10W/GRD. A/C TERM. AT POWER
  PANEL

  	
   

  	
  47

  	
   

  	
  EA

  	
   

  	
  $

  	
  60.45

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,841

  	
   

  
	
  8/#10W/GRD. A/C TERM. AT POWER
  J-BOX

  	
   

  	
  47

  	
   

  	
  EA

  	
   

  	
  $

  	
  114.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,375

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,239.60

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  105,200

  	
   

  

 

27 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
  WORK:

  	
  COMPUTER L A N (Conduit Stub-Outs Only)

  	
   

  	
   

  	
  SHEET:

  	
  28 of : 32

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HEAD-END EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DATA SW’s./ELCTR. FOR DATA
  RACKS

  	
   

  	
  —

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  0.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #1-ROOM #J43-3-RACKS; 7-48 PT.
  MULTI-MODE & 1-24 PT. SINGLE MODE FIBER; 8-24 PT. CAT, 5 PATCH PANELS;
  & ELECTRONICS.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,195.29

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #2-RM, #K19 - 2-RACKS; 1-24 /
  1-36 PT. MULTI-MODE & 0-24 PT. SINGLE MODE FIBER; 8-24 PT. CAT, 5 PATCH
  PANELS; & ELECTRONICS.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,895.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SLOT POWER JUNCTION BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  303.12

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RECPT. BOX IN FLOOR TILE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  60.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4/c MULTI-MODE FIBER CABLE
  (Plenum Rated)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,175.28

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  6/c MULTI-MODE FIBER CABLE
  (Plenum Rated)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,391.63

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  12/c MULTI-MODE FIBER CABLE
  (Plenum Rated)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,333.73

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  24/c MULTI-MODE FIBER CABLE
  (Plenum Rated)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,642.46

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” “ENC” CONDUIT (Non-Plenum)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  505.90

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  “ENC” SUPPORTS

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1.24

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2.5 mm BAYONET CONNECTORS W/
  CERAMIC FERRULES AMP #504001-1

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
   31.83

  	
   

  	
  EA

  	
   

  	
  $

  	
   0

  	
   

  
	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIBER OPTIC CABLE TESTING
  EQUIPMENT

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,718.81

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “O T D R” TESTING FOR BACKBONE
  SYSTEM

  	
   

  	
  —

  	
   

  	
  FIBER

  	
   

  	
  $

  	
  7.75

  	
   

  	
  FIBER

  	
   

  	
  $

  	
  0

  	
   

  
	
  LEASING “O T D R” TESTING
  MACHINE

  	
   

  	
  —

  	
   

  	
  DAY

  	
   

  	
  $

  	
  198.34

  	
   

  	
  DAY

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  THIS SHEET:

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  SHEET 2 OF 2:

  	
   

  	
  $

  	
  3,400

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  3,400

  	
   

  	
   

  	
   

  	
   

  	
   

  
																

 

28 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
  WORK:

  	
  COMPUTER L A N (Conduit Stub-Outs Only)

  	
   

  	
   

  	
  SHEET:

  	
  29 of : 32

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HORIZONTAL WIRING SYSTEM:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SINGLE PORT INSTALLATION KIT
  AMP. #558623-1

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
   1.82

  	
   

  	
  EA

  	
   

  	
  $

  	
   0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CAT. 5 INSERTS AT WORK STA. -
  AMP. # 556679-1 FACEPLATE W/558908-1 INSERT

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
   15.44

  	
   

  	
  EA

  	
   

  	
  $

  	
   0

  	
   

  
	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4/PR. 24 AWG. CONN. KIT AT
  PATCH PANEL AMP. # 557818-1

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
   15.40

  	
   

  	
  EA

  	
   

  	
  $

  	
   0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CAT. 5a 4/PR, 24 AWG. “UTP”
  CABLE (Plenum)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  729.03

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.31

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T D R” TESTING FOR HORIZONTAL
  SYSTEM

  	
   

  	
  —

  	
   

  	
  DROP

  	
   

  	
  $

  	
  7.75

  	
   

  	
  DROP

  	
   

  	
  $

  	
  0

  	
   

  
	
  STAFF TRAINING &
  INSTRUCTION

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/c MULTI-MODE FIBER CABLE
  (Plenum Rated)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  757.21

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  DUAL “SC” CONN. AT WORK
  STATIONS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2.5 mm BAYONET CONNECTORS W/
  CERAMIC FERRULES AMP # 504001-1

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
   28.73

  	
   

  	
  EA

  	
   

  	
  $

  	
   0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “O T D R” TESTING FOR FIBER TO
  WORK STA.

  	
   

  	
  —

  	
   

  	
  FIBER

  	
   

  	
  $

  	
  7.75

  	
   

  	
  FIBER

  	
   

  	
  $

  	
  0

  	
   

  
	
  3” EMT CONDUIT NIPPLE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  27.04

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PATCH CORDS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DUAL SINGLE MODE FIBERS - 6 ft
  LONG

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  46.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  DUAL MULTI-MODE FIBERS - 6 ft
  LONG

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  46.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  ENHANCED CAT. 5 CABLE (4-Pairs)
  - 10 ft LONG

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RACEWAYS/BOXES/WIRING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (55 Stub-ups)

  	
   

  	
  825

  	
   

  	
  LF

  	
   

  	
  $

  	
  207.50

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,712

  	
   

  
	
  3/4” EMT S/S COUPL.

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  80

  	
   

  
	
  3/4” EMT S/S CONN.

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  486

  	
   

  
	
  3/4” EMT SUPPORTS

  	
   

  	
  110

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  48

  	
   

  
	
  3/4” EMT THRU CORR. WALL

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  12.96

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ BOX/PL. COVER - (Wall)

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  942

  	
   

  
	
  4” RND. BOX/ “TOMBSTONE” -
  (Floor)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  68.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” FLOOR CONDUIT SLEEVES

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIALS

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  3,400

  	
   

  

 

29 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
  WORK:

  	
  TELEPHONE SYSTEM (Conduit Stub-Outs Only)

  	
   

  	
   

  	
  SHEET:

  	
  31 of : 32

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEPHONE SYSTEM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEPHONE SYST. EQUIP. -
  HEAD-END “PBX”/ “MDF”/ “IDF”& ALL TELEPHONES

  	
   

  	
  —

  	
   

  	
  (By Owner)

  	
   

  	
  $ 0

  	
   

  	
  EA

  	
   

  	
  $ 0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INSTALL NEW “IDF” (Punch-Down
  Blocks Only)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  259.15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4’x8’x3/4” TH PLYWOOD BRD
  W/STAND-OFF

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  166.76

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RACEWAYS / BOXES / WIRING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/PL. COVER (Rooms)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4” SQ. BOX W/PL PL. COVER
  (Misc. Staff Loc.)

  	
   

  	
  66

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,130

  	
   

  
	
  TELEPHONE JACK W/1-GANG PLATE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  15.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (66 Stubs to
  Corr. Acc. Clg.)

  	
   

  	
  990

  	
   

  	
  LF

  	
   

  	
  $

  	
  207.50

  	
   

  	
  CF

  	
   

  	
  $

  	
  2,054

  	
   

  
	
  3/4” EMT CONDUIT (20 Stubs on
  Corr.)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  207.50

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  3/4” EMT COMPR. COUPL.

  	
   

  	
  66

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  97

  	
   

  
	
  3/4” EMT S/S CONN.

  	
   

  	
  66

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  583

  	
   

  
	
  3/4”      ”  SUPPORTS

  	
   

  	
  132

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  57

  	
   

  
	
  3/4” EMT THRU CORR. WALL

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  12.96

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  50 PR.CAT. 5 CABLE (Plenum/Run
  Open)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  6,364.55

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING-EYE SUPPORTS

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6.20

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CAT.5e 4/PR. 24 AWG. “UTP”
  CABLE (Plenum)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  729.03

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.31

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  PATCH CORD/CAT.5e CABLE
  (4-Pr.). 12ft L.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T D R” TESTING FOR TEL. WIRING

  	
   

  	
  —

  	
   

  	
  DROP

  	
   

  	
  $

  	
  7.75

  	
   

  	
  DROP

  	
   

  	
  $

  	
  0

  	
   

  
	
  “T D R” TEST. FOR TEL. WIRING
  (Cu. Backbone)

  	
   

  	
  —

  	
   

  	
  CABLE

  	
   

  	
  $

  	
  371.88

  	
   

  	
  CABLE

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  4,000

  	
   

  
															

 

30 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS,

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  31 of : 32

  	
   

  
	
  WORK:

  	
  TELEVISION SYSTEM  (Conduit
  Stub-Outs Only)

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEVISION SYSTEM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” X 4” X 3/4” TH PLYW’D BRD. W/STAND-OFFS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  179.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  VIDEO AMPLIFIERS (1 Per Floor)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  675.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4-WAY SPLITTER IN “ASE” BOX (1 RG-59
  TO 4 RG-6 Coax. Cables)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  51.32

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SPLITTERS, COUPLERS, & CABLING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  COAXIAL CABLE (RG-11 Trunk Lines / Open)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,026.53

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING - EYES

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL CABLE (RF-11 TO RG-11 Tops)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  21.30

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL ENDS (RG-11 At Head-End Equip)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  13.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RF-6 COAXIAL CABLE (RG-11 TO Rm. Outlet)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  843.98

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING - EYES (Not Required)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.12

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL CABLE (RE-11 TO RG-6 Tops)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  21.30

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL ENDS (RG-6 At TV Outlet)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  12.99

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RACEWAYS / BOXES / WIRING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 ” SQ. BOX W/PL. COVER (TV)

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  685

  	
   

  
	
  TV COAX JACK W/1-GANG PLATE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  19.99

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (40 Stub-Outs)

  	
   

  	
  1,200

  	
   

  	
  LF

  	
   

  	
  $

  	
  207.50

  	
   

  	
  CF

  	
   

  	
  $

  	
  2,490

  	
   

  
	
  3/4” EMT COMPR. COUPL.

  	
   

  	
  150

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  219

  	
   

  
	
  3/4” EMT S/S CONN.

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.83

  	
   

  	
  EA

  	
   

  	
  $

  	
  353

  	
   

  
	
  3/4” “ SUPPORTS

  	
   

  	
  150

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  65

  	
   

  
	
  3/4” “ SLEEVES IN CORR. WALLS

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
  $

  	
  15.89

  	
   

  	
  EA

  	
   

  	
  $

  	
  635

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 PULL WIRE

  	
   

  	
  1,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  543.09

  	
   

  	
  MF

  	
   

  	
  $

  	
  815

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  5,400

  	
   

  

 

31 of 32

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  CASINO / ENTERTAINMENT AREAS,

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  32 OF : 32

  	
   

  
	
  WORK:

  	
  SECURITY / LIGHTING SUPPORT GRID SYSTEM

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT :

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/2” x 1-1/2” UNISTRUT

  	
   

  	
  2,200

  	
   

  	
  LF

  	
   

  	
  $

  	
  785.39

  	
   

  	
  CF

  	
   

  	
  $

  	
  17,279

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  UNISTRUT SUPPORTS

  	
   

  	
  526

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  19,321

  	
   

  
	
  3/8” ALL-THREAD ROD X 3-1/2 FT. LONG

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/8” U-STRUT SPRING NUTS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/8” BEAM CLAMP

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/8” NUTS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/8” WASHERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  36,800

  	
   

  

 

32 of 32

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING,
  W. VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  SHOWROOM (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  1 of : 4

  	
   

  
	
  WORK:

  	
  ELECTRICAL SUMMARY SHEET

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
   

  	
   

  	
  NEW CONSTRUCTION

  	
   

  	
   

  	
   

  
	
  NEW CONSTR. WORK:

  RENOVATION WORK:

  	
  9,270     S
  / F

  -         S / F

  	
   

  	
  SQ FT

  AREA

  	
   

  	
  COST /

  SQ FT

  	
   

  	
  COST

  EXTENSION

  	
   

  	
  COMMENTS

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1. TEMPORARY CONSTR. POWER & LIGHTING

  	
   

  	
  9,270

  	
   

  	
  $

  	
  0.17

  	
   

  	
  $

  	
  1,600

  	
   

  	
   

  	
   

  
	
  2. LIGHTING FIXTURES (W / Lamps: Installed)

  	
   

  	
  9,270

  	
   

  	
  $

  	
  3.14

  	
   

  	
  $

  	
  29,100

  	
   

  	
   

  	
   

  
	
  3. LIGHTING BRANCH CIRCUITRY

  	
   

  	
  9,270

  	
   

  	
  $

  	
  0.67

  	
   

  	
  $

  	
  6,200

  	
   

  	
   

  	
   

  
	
  4. MECHANICAL EQUIP. CONNECTIONS

  	
   

  	
  9,270

  	
   

  	
  $

  	
  0.40

  	
   

  	
  $

  	
  3,700

  	
   

  	
   

  	
   

  
	
  5. THEATRICAL LIGHTING & DIMMING SYSTEM

  	
   

  	
  9,270

  	
   

  	
  $

  	
  12,94

  	
   

  	
  $

  	
  120,000

  	
   

  	
  - Allowance.

  	
   

  
	
  6. SHOWROOM SOUND SYSTEM

  	
   

  	
  9,270

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  - By Owner.

  	
   

  
	
  7. ASSISTIVE LISTENING SYSTEMS

  	
   

  	
  9,270

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  - With Sound
  System.

  	
   

  
	
  8.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  9.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTALS:

  	
   

  	
  9,270

  	
   

  	
  $

  	
  17,32

  	
   

  	
  $

  	
  160,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  160,600

  	
   

  	
   

  	
   

  
													

 

1 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  SHOWROOM (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  2 of : 4

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES / LAMPS INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  A

  	
  8” DIA. REC.
  DNLT. W/ CLEAR REFL: MICR. GROOVE BAFFLE: 2 - 26 W QUAD LAMPS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  165.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  331

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FA

  	
  2 x 4 LAY-IN
  FLUOR. FIXT. W/ ACRYLIC LENS / 2 - FO32 / T8 LAMPS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  114.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  458

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FB

  	
  2 x 4 LAY-IN
  FLUOR. FIXT. W/ ACRYLIC LENS / 3 - FO32 / T8 LAMPS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  138.87

  	
   

  	
  EA

  	
   

  	
  $

  	
  278

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FH

  	
  1 x 4 SURF.
  FLUOR. FIXT. W / WRAP-RND. ACRYL LENS / 2 - F32 / T8 LAMPS

  	
   

  	
  22

  	
   

  	
  EA

  	
   

  	
  $

  	
  111.60

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,455

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F

  	
  2 x 2 LAY-IN
  FLUOR. FIXT. W/ ACRYLIC LENS / 3 - F17 / T8 LAMPS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  90.94

  	
   

  	
  EA

  	
   

  	
  $

  	
  364

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IA 

  	
  6” DIA. REC.
  DNLT. W/ ELLIPS. ALZ. REFL/ BLK BAFF. / ADJ. SOCKET / GL SHEILD Q250 T4 LAMP

  	
   

  	
  49

  	
   

  	
  EA

  	
   

  	
  $

  	
  413.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  20,249

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IB

  	
  20 W 120 V
  RECESSED STEP LIGHT W/ CAST AL. HOUSING & GL SPREAD LENS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  206.64

  	
   

  	
  EA

  	
   

  	
  $

  	
  413

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES: (No Type Shown on
  Drawings)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 

  	
  DRESSING
  ROOMS - Wall Mount

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  192.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,153

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 

  	
  SHOWROOM
  Repl. “IB” Fixt. - Wall Mount

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  305.81

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,446

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIXTURE LAMPS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F17 / T8 / 35 K - 2 ft. FLUOR. LAMPS

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  89

  	
   

  
	
  F32 / T8 / 35 K - 4 ft. FLUOR. LAMPS

  	
   

  	
  58

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  180

  	
   

  
	
  26 W QUAD FLUOR. LAMPS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  11.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  45

  	
   

  
	
  250 W QUARTZ LAMPS

  	
   

  	
  49

  	
   

  	
  EA

  	
   

  	
  $

  	
  11.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  547

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  61.98

  	
   

  	
  LOT

  	
   

  	
  $

  	
  62

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  29,100 

  	
   

  
																

 

2 of 4

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  SHOWROOM (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  3 of : 4

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING WIRING DEVICES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V SPST LIGHT SWITCH

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  15.30

  	
   

  	
  EA

  	
   

  	
  $

  	
  122

  	
   

  
	
  1-GANG SWITCH PLATES

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  36

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRE DEVICE BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ. BOX W/PLASTER FRAME

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  136

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURE BOXES : No
  Above Ceiling Fixture Boxes

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4" SQ BOX / BL. COVER
  2-FLEX

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  48.16

  	
   

  	
  EA

  	
   

  	
  240.82

  	
   

  
	
  4" SQ BOX / PL. COVER
  (Wall)

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  237

  	
   

  
	
  4" RND. BOX & MNT.
  BRKT. (Clg./ Normal Pwr.)

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.22

  	
   

  	
  EA

  	
   

  	
  $

  	
  101

  	
   

  
	
  FIXTURES REQ. NO BOX (In Clg.
  /Normal Pwr.)

  	
   

  	
  53

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING /
  "M.C" CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 / C #12 MC CABLE

  	
   

  	
  1,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  170.52

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,705

  	
   

  
	
  3 / C #12 "                "

  	
   

  	
  –

  	
   

  	
  LF

  	
   

  	
  $

  	
  206.58

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  A / C CABLE ENDS

  	
   

  	
  120

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  754

  	
   

  
	
  A / C CABLE SUPPORTS

  	
   

  	
  200

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  50

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1 / 2" EMT CONDUIT

  	
   

  	
  500

  	
   

  	
  LF

  	
   

  	
  $

  	
  179.72

  	
   

  	
  CF

  	
   

  	
  $

  	
  899

  	
   

  
	
  3 / 4"
         "
                  "

  	
   

  	
  200

  	
   

  	
  LF

  	
   

  	
  $

  	
  219.87

  	
   

  	
  CF

  	
   

  	
  $

  	
  440

  	
   

  
	
  1 / 2" EMT SET-SCREW
  COUPL.

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  25

  	
   

  
	
  3 / 4"
         "
           "
                  "

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  12

  	
   

  
	
  1 / 2" EMT SET-SCREW CONN.

  	
   

  	
  44

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  316

  	
   

  
	
  3 / 4"
         "
           "
                  "

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  34

  	
   

  
	
  1 / 2"-3 / 4" EMT
  SUPPORTS

  	
   

  	
  88

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  33

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  2,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  479.59

  	
   

  	
  MF

  	
   

  	
  $

  	
  1,343

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0.00

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	 

	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  6,500

  	
   

  	 

																

 

3 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  SHOWROOM (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  4 of : 4

  	
   

  
	
  WORK:

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MECHANICAL EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V 3 PH AHU FAN
  (Supply)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  70

  	
   

  
	
  CONN. 25 HP 480 V 3 PH AHU FAN
  (Supply)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  105.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  105

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INST. VSD FOR 10 HP MOTOR (By
  Div. 15)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  475.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  475

  	
   

  
	
  INST. VSD FOR 25 HP MOTOR (By
  Div. 15)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  944.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  945

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2" EMT CONDUIT

  	
   

  	
  280

  	
   

  	
  LF

  	
   

  	
  $

  	
  194.19

  	
   

  	
  CF

  	
   

  	
  $

  	
  544

  	
   

  
	
  3/4"
          "                "

  	
   

  	
  280

  	
   

  	
  LF

  	
   

  	
  $

  	
  219.87

  	
   

  	
  CF

  	
   

  	
  $

  	
  616

  	
   

  
	
  1/2" EMT SET-SCREW COUPL.

  	
   

  	
  28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  12

  	
   

  
	
  3/4"
         "          "
                  "

  	
   

  	
  28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  16

  	
   

  
	
  1/2" EMT SET-SCREW CONN.

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  29

  	
   

  
	
  3/4"
         "          "
                  "

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  34

  	
   

  
	
  1/2" EMT SUPPORTS

  	
   

  	
  35

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0.56

  	
   

  	
  LOT

  	
   

  	
  $

  	
  20

  	
   

  
	
  3/4"
         "
            "

  	
   

  	
  35

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  22

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2-3/4" EMT WALL SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  103

  	
   

  
	
  1/2-3/4" EMT FLOOR SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  31.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  126

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  590

  	
   

  	
  LF

  	
   

  	
  $

  	
  483.62

  	
   

  	
  MF

  	
   

  	
  $

  	
  285

  	
   

  
	
  #10    "
              "
             "

  	
   

  	
  390

  	
   

  	
  LF

  	
   

  	
  $

  	
  583.46

  	
   

  	
  MF

  	
   

  	
  $

  	
  228

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  61.98

  	
   

  	
  LOT

  	
   

  	
  $

  	
  62

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  3,700

  	
   

  

4 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  MEETING ROOMS (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  1 of : 4

  	
   

  
	
  WORK:

  	
  ELECTRICAL SUMMARY SHEET

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
   

  	
   

  	
  NEW CONSTUCTION

  	
   

  	
   

  
	
  NEW
  CONSTR. WORK:      9,270       S / F

  RENOVATION
  WORK:        -               S / F

  	
   

  	
  SQ FT

  AREA

  	
   

  	
  COST /

  SOFT

  	
   

  	
  COST

  EXTENSION

  	
   

  	
  COMMENTS

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1. TEMPORARY CONSTR. POWER
  & LIGHTING

  	
   

  	
  9,270

  	
   

  	
  $

  	
  0.17

  	
   

  	
  $

  	
  1,600

  	
   

  	
   

  	
   

  
	
  2. LIGHTING FIXTURES (W /
  Lamps; Installed)

  	
   

  	
  9,270

  	
   

  	
  $

  	
  3.79

  	
   

  	
  $

  	
  35,100

  	
   

  	
   

  	
   

  
	
  3. LIGHTING BRANCH CIRCUITRY

  	
   

  	
  9,270

  	
   

  	
  $

  	
  1.38

  	
   

  	
  $

  	
  12,800

  	
   

  	
   

  	
   

  
	
  4. MECHANICAL EQUIP.
  CONNECTIONS

  	
   

  	
  9,270

  	
   

  	
  $

  	
  0.40

  	
   

  	
  $

  	
  3,700

  	
   

  	
   

  	
   

  
	
  5. MEETING ROOM SOUND SYSTEMS

  	
   

  	
  9,270

  	
   

  	
  $

  	
  4.85

  	
   

  	
  $

  	
  45,000

  	
   

  	
  – Allow (3 - Systems / $15,000 Each)

  	
   

  
	
  6. ASSISTIVE LISTENING SYSTEMS

  	
   

  	
  9,270

  	
   

  	
  $

  	
  2.10

  	
   

  	
  $

  	
  19,500

  	
   

  	
  – Allow (3 - Systems / $6,500 Each)

  	
   

  
	
  7.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  9.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTALS:

  	
   

  	
  9,270

  	
   

  	
  $

  	
  12.69

  	
   

  	
  $

  	
  117,700

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  117,700

  	
   

  	
   

  	
   

  	
   

  	
   

  
																

 

1 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  MEETING ROOMS (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  2 of : 4

  	
   

  
	
  WORK:

  	
  LIGHTING FIXTURES LAMPS - INSTALLED

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  D           8" DIA. REC. DNLT. W/CLEAR REFL: MICR.
  GROOVE BAFFLE: 2-26 W QUAD LAMPS W/ DIMMING BALLAST

  	
   

  	
  72

  	
   

  	
  EA

  	
   

  	
  $

  	
  212.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  15,324

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  D1     8" DIA. REC. DNLT. W/CLEAR REFL; MICR.
  GROOVE BAFFLE: 1-18 W QUAD LAMP

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  165.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,326

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FC     4ft. L. 
  SURF. STRIP FLUOR. FIXT. W / 2-F32 T8 LAMPS

  	
   

  	
  66

  	
   

  	
  EA

  	
   

  	
  $

  	
  207.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  13,692

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FD    3ft. L. SURF. STRIP FLUOR. FIXT. W/2-F24 T8
  LAMPS

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  157.87

  	
   

  	
  EA

  	
   

  	
  $

  	
  947

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  XA5  CLG.-MOUNT / 1-FACE EXIT LIGHT

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  257.45

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,545

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIXTURE LAMPS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F 24 / T8 / 35 K - 3 ft. FLUOR.
  LAMPS

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.44

  	
   

  	
  EA

  	
   

  	
  $

  	
  89

  	
   

  
	
  F 32 / T8 / 35 K - 4 ft. FLUOR.
  LAMPS

  	
   

  	
  132

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  409

  	
   

  
	
  26 W QUAD FLUOR. LAMPS

  	
   

  	
  152

  	
   

  	
  EA

  	
   

  	
  $

  	
  11.16

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,696

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  61.98

  	
   

  	
  LOT

  	
   

  	
  $

  	
  62

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  35,100

  	
   

  

 

2 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
  ESTIMATE:

  	
   CM0631

  	
   

  
	
   

  	
  MEETING ROOMS (Add Alternate) 

  	
   

  	
   

  	
  SHEET:

  	
  3 of : 4

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING WIRING DEVICES : (Not
  shown On Drawings)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING CONTROL IN MEETING
  ROOMS

  	
   

  	
  3

  	
   

  	
  LOT

  	
   

  	
  $

  	
  2,322.50

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6,968

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRE DEVICE BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/PLASTER FRAME

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURE BOXES : No
  Above Ceiling Fixture Boxes

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ BOX / PL COVER 2-FLEX

  	
   

  	
  12

  	
   

  	
  EA

  	
   

  	
  48.16

  	
   

  	
  EA

  	
   

  	
  577.96

  	
   

  
	
  4” SQ BOX / PL COVER (Wall)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  102

  	
   

  
	
  4” RND. BOX & MNT. BRKT.
  (Clg. / Normal Pwr.)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.22

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  FIXTURES REQ. NO BOX  (In
  Clg. / Normal Pwr.)

  	
   

  	
  80

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/C # 12 MC CABLE

  	
   

  	
  1,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  170.52

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,705

  	
   

  
	
  3/C # 12
    “           ”

  	
   

  	
  60

  	
   

  	
  LF

  	
   

  	
  $

  	
  206.58

  	
   

  	
  CF

  	
   

  	
  $

  	
  124

  	
   

  
	
  A/C CABLE ENDS

  	
   

  	
  184

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,156

  	
   

  
	
  A/C CABLE SUPPORTS

  	
   

  	
  212

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  53

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2”  EMT CONDUIT 

  	
   

  	
  150

  	
   

  	
  LF

  	
   

  	
  $

  	
  179.72

  	
   

  	
  CF

  	
   

  	
  $

  	
  270

  	
   

  
	
  3/4” 
     ”                 ”

  	
   

  	
  150

  	
   

  	
  LF

  	
   

  	
  $

  	
  219.87

  	
   

  	
  CF

  	
   

  	
  $

  	
  330

  	
   

  
	
  1/2”  EMT SET-SCREW COUPL.

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  7

  	
   

  
	
  3/4” 
       ”          ”              ”              ”

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  9

  	
   

  
	
  1/2”  EMT SET-SCREW CONN.

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  72

  	
   

  
	
  3/4” 
      ”           ”               ”               ”

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  85

  	
   

  
	
  1/2” - 3/4”  EMT SUPPORTS

  	
   

  	
  38

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.37

  	
   

  	
  EA

  	
   

  	
  $

  	
  14

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  2,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  479.59

  	
   

  	
  MF

  	
   

  	
  $

  	
  1,343

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0.00

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  12,800

  	
   

  

 

3 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  MEETING ROOMS (Add Alternate)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  4 of :  4

  	
   

  
	
  WORK:

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MECHANICAL EQUIPMENT

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 10 HP 480 V3 PH AHU FAN
  (Supply)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.28

  	
   

  	
  EA

  	
   

  	
  $

  	
  70

  	
   

  
	
  CONN. 25 HP 480 V3 PH AHU FAN
  (Supply)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  105.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  105

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INST. VSD FOR 10 HP MOTOR (By
  Div. 15)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  475.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  475

  	
   

  
	
  INST. VSD FOR 25 HP MOTOR (By
  Div. 15)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  944.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  945

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2” EMT CONDUIT

  	
   

  	
  280

  	
   

  	
  LF

  	
   

  	
  $

  	
  194.19

  	
   

  	
  CF

  	
   

  	
  $

  	
  544

  	
   

  
	
  3/4”
       “             ”

  	
   

  	
  280

  	
   

  	
  LF

  	
   

  	
  $

  	
  219.87

  	
   

  	
  CF

  	
   

  	
  $

  	
  616

  	
   

  
	
  1/2” EMT SET-SCREW COUPL.

  	
   

  	
  28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  12

  	
   

  
	
  3/4”
       “”      ”           ”            ”

  	
   

  	
  28

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.56

  	
   

  	
  EA

  	
   

  	
  $

  	
  16

  	
   

  
	
  1/2” EMT SET-SCREW CONN.

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  29

  	
   

  
	
  3/4”
       ”       ”           ”            ”

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  34

  	
   

  
	
  1/2” EMT SUPPORTS

  	
   

  	
  35

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0.56

  	
   

  	
  LOT

  	
   

  	
  $

  	
  20

  	
   

  
	
  3/4”
         ”             ”

  	
   

  	
  35

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  22

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2 - 3/4” EMT WALL SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  103

  	
   

  
	
  1/2 - 3/4” EMT FLOOR SLEEVES

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  31.42

  	
   

  	
  EA

  	
   

  	
  $

  	
  126

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  590

  	
   

  	
  LF

  	
   

  	
  $

  	
  483.62

  	
   

  	
  MF

  	
   

  	
  $

  	
  285

  	
   

  
	
  #10
       ”                ”          ”

  	
   

  	
  390

  	
   

  	
  LF

  	
   

  	
  $

  	
  583.46

  	
   

  	
  MF

  	
   

  	
  $

  	
  228

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  61.98

  	
   

  	
  LOT

  	
   

  	
  $

  	
  62

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  3,700

  	
   

  

 

4 of 4

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
  ESTIMATE:

  	
   CM0631

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  1 of :  13

  	
   

  
	
  WORK:

  	
  ELECTRICAL SUMMARY SHEET

  	
   

  	
   

  	
   

  	
   

  	
   

  
										

 

	
   

  	
   

  	
  NEW
  CONSTRUCTION

  	
   

  	
   

  	
   

  
	
  NEW CONSTR. WORK: RENOVATION WORK:

  	
     85,500  S/F
  
       -       S/F

  	
   

  	
  SQ FT

  AREA

  	
   

  	
  COST/

  SOFT

  	
   

  	
  COST

  EXTENSION

  	
   

  	
  COMMENTS

  	
   

  
	
  1. TEMPORARY CONSTR. POWER
  & LIGHTING

  	
   

  	
  85,500

  	
   

  	
  $

  	
  0.17

  	
   

  	
  $

  	
  14,500

  	
   

  	
   

  	
   

  
	
  2. BUILDING POWER DISTR. SYSTEM

  	
   

  	
  85,500

  	
   

  	
  $

  	
  1.35

  	
   

  	
  $

  	
  115,200

  	
   

  	
   

  	
   

  
	
  3. EMERGENCY GENERATOR

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  - With Casino Budget.

  	
   

  
	
  4. LIGHTING BRANCH CIRCUITRY

  	
   

  	
  85,500

  	
   

  	
  $

  	
  2.87

  	
   

  	
  $

  	
  245,000

  	
   

  	
   

  	
   

  
	
  5. POWER BRANCH CIRCUITRY

  	
   

  	
  85,500

  	
   

  	
  $

  	
  1.40

  	
   

  	
  $

  	
  119,300

  	
   

  	
   

  	
   

  
	
  6. MECHANICAL EQUIP. CONNECTIONS

  	
   

  	
  85,500

  	
   

  	
  $

  	
  0.97

  	
   

  	
  $

  	
  82,700

  	
   

  	
   

  	
   

  
	
  7. FIRE ALARM & DETECTION
  SYSTEM

  	
   

  	
  85,500

  	
   

  	
  $

  	
  1.51

  	
   

  	
  $

  	
  129,000

  	
   

  	
  - Extend Casino System.

  	
   

  
	
  8. PUBLIC ADDRESS SYSTEM

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  - Not Included.

  	
   

  
	
  9. TELEPHONE SYSTEM (Conduit
  Stub-Outs Only)

  	
   

  	
  85,500

  	
   

  	
  $

  	
  0.31

  	
   

  	
  $

  	
  26,100

  	
   

  	
  - Reduced to 200 Locations.

  	
   

  
	
  10. COMPUTER L.A.N. (Conduit
  Stub-ups Only)

  	
   

  	
  85,500

  	
   

  	
  $

  	
  0.00

  	
   

  	
  —

  	
   

  	
  - Not Included.

  	
   

  
	
  11. TELEVISION DISTR. SYSTEM
  (No Head-End Eq.)

  	
   

  	
  85,500

  	
   

  	
  $

  	
  0.25

  	
   

  	
  $

  	
  21,500

  	
   

  	
  - Extend Casino System.

  	
   

  
	
  12. LIGHTING PROTECTION SYSTEM

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  13.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  14.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  15.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  16.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  17.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  18.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  19.

  	
   

  	
  85,500

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
   

  	
   

  
	
  20.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTALS

  	
   

  	
  85,500

  	
   

  	
  $

  	
  8.81

  	
   

  	
  $

  	
  753,300

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  753,300

  	
   

  	
   

  	
   

  
														

 

1 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
  SHEET:

  	
  2 of : 13

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EQUIPMENT : (New Sub-Station)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION EQUIPMENT PACKAGE
  PRICE

  	
   

  	
  1

  	
   

  	
  (Equip. Quote)

  	
   

  	
  $

  	
  39,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  39,500

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “T10” 1000 KVA 12.47 KV PRI. -
  120/208V SEC, PAD MOUNT TRANSF. (Conn. To Hotel Swd.)

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,700

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,700

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  T10 / “HMSB” 1200 A 120/208V 3
  PH 4 W DISTR. SWITCHBOARD W/ TRANSITION & CIRCUIT BREAKERS AS FOLLOW:

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  3,400

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,400

  	
   

  
	
  1 - 1200 A MAIN CIRCUIT BREAKER

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5 - 400 A FEEDER BREAKERS

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 -
  225A“                    ”(SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 -
  100A“             
        ”(SPARES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 -
  225A“                    ”(SPACES)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “PTAC” 225 A 120/208 V S P 4 W
  DISTR. PANEL: W/MCB & 40 20 A 2 PC/B’s/84 POLES (2-Sect.)

  	
   

  	
  5

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  1,968.58

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,843

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “HPP” 225 A 120/208 V 3 P 4 W
  DISTR. PANEL : W/ MCB & 64 20 A 1 PC/B’s/ 84 POLES (2-Sect.)

  	
   

  	
  5

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  1,722.51

  	
   

  	
  EA

  	
   

  	
  $

  	
  8,613

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “HLP” 100 A 120/208 V 3 P 4 W
  PANEL: W/MCB & 36 20 A 1 PC/B’s/ 42 POLES

  	
   

  	
  5

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  861.26

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,306

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “HEMP” 100 A 120/208 V 3 P 4 W
  PANEL: W/ MCB & 36 20 A 1 PC/B’s/ 42 POLES

  	
   

  	
  2

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  861.26

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,723

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  POWER SYSTEM STUDY

  	
   

  	
  1

  	
   

  	
  (Included Above)

  	
   

  	
  $

  	
  0

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  71,200

  	
   

  

 

	
  THIS SHEET:

  	
   

  	
  $

  	
  71,200

  	
   

  
	
  SHEET 2 OF 3:

  	
   

  	
  $

  	
  19,200

  	
   

  
	
  SHEET 3 OF 3:

  	
   

  	
  $

  	
  24,800

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  115,200

  	
   

  

 

2 of 13

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  3 of: 13

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DISTRIBUTION
  EQUIPMENT:  [Continued]

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RIGGING EQUIPMENT (Switchboard)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  867.72

  	
   

  	
  LOT

  	
   

  	
  $

  	
  868

  	
   

  
	
  RIGGING EQUIPMENT (I.V Transformer)

  	
   

  	
  1

  	
   

  	
  LOT.

  	
   

  	
  $

  	
  991.68

  	
   

  	
  LOT

  	
   

  	
  $

  	
  992

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PANELBOARD SUPPORTS

  	
   

  	
  17

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  316

  	
   

  
	
  EQ. PAD 8 ft W x 16 ft L x 4” H.  (1-End Substa.)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  1,487.52

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,488

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GROUNDING IN ELECTRIC ROOMS

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  247.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,235

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12” SQ. WIREWAY 8 FT. L W/ END CAPS

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  679.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,400

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT
  & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT CONDUIT

  	
   

  	
  20

  	
   

  	
  LF

  	
   

  	
  $

  	
  440.45

  	
   

  	
  CF

  	
   

  	
  $

  	
  88

  	
   

  
	
  1-1/2”
     ”                ”     HEM Panel Feeds

  	
   

  	
  160

  	
   

  	
  LF

  	
   

  	
  $

  	
  482.49

  	
   

  	
  CF

  	
   

  	
  $

  	
  772

  	
   

  
	
  2-1/2”
    ”                 ”

  	
   

  	
  10

  	
   

  	
  LF

  	
   

  	
  $

  	
  712.33

  	
   

  	
  CF

  	
   

  	
  $

  	
  71

  	
   

  
	
      3”    
  “                 ”

  	
   

  	
  540

  	
   

  	
  LF

  	
   

  	
  $

  	
  856.91

  	
   

  	
  CF

  	
   

  	
  $

  	
  4,627

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT ELBOWS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  33.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1-1/2”
     ”            ”

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  222

  	
   

  
	
  2-1/2”
     ”            ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  54.47

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
      3”     
  ”             ”

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  67.81

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,017

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT SET-SCREW COUPL.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  2.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1-1/2”
     ”       ”           ”            ”

  	
   

  	
  22

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.59

  	
   

  	
  EA

  	
   

  	
  $

  	
  79

  	
   

  
	
  2-1/2”
     ”       ”           ”            ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
      3”
        ”       ”           ”            ”

  	
   

  	
  69

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  684

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT SET-SCREW CONN.

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  14.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  294

  	
   

  
	
  1-1/2”
     ”       ”           ”            ”

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  21.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  86

  	
   

  
	
  2-1/2”
     ”       ”           ”            ”

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  416

  	
   

  
	
        3”
     ”       ”           ”            ”

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  55.77

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,115

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1-1/2”
     ”               ”

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  74

  	
   

  
	
  2-1/2”
     ”               ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  3.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  3”
           ”               ”

  	
   

  	
  68

  	
   

  	
  EA

  	
   

  	
  $

  	
  2.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  167

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-1/4” EMT FLOOR SLEEVES

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  34.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1-1/2”
     ”            ”               ”

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  34.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  172

  	
   

  
	
  2-1/2”
     ”            ”               ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
     3”
        ”            ”               ”

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  51.69

  	
   

  	
  EA

  	
   

  	
  $

  	
  775

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  19,200

  	
   

  

 

3 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  4 of : 13

  	
   

  
	
  WORK:

  	
  BUILDING POWER DISTRIBUTION

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT
  & WIRE: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 10 THHN COPPER WIRE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  671.43

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  #   8
      ”              ”             ”

  	
   

  	
  300

  	
   

  	
  LF

  	
   

  	
  $

  	
  825.92

  	
   

  	
  MF

  	
   

  	
  $

  	
  248

  	
   

  
	
  #   4
      ”              ”             ”

  	
   

  	
  50

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,097.70

  	
   

  	
  MF

  	
   

  	
  $

  	
  55

  	
   

  
	
  #   2
      ”              ”             ”

  	
   

  	
  1,850

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,307.51

  	
   

  	
  MF

  	
   

  	
  $

  	
  2,419

  	
   

  
	
  # 4/0 THHN COPPER WIRE

  	
   

  	
  200

  	
   

  	
  LF

  	
   

  	
  $

  	
  2,581.53

  	
   

  	
  MF

  	
   

  	
  $

  	
  516

  	
   

  
	
  500 MCM THHN COPPER WIRE

  	
   

  	
  2,600

  	
   

  	
  LF

  	
   

  	
  $

  	
  4,944.56

  	
   

  	
  MF

  	
   

  	
  $

  	
  12,856

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TAP 400 A to 225 A FEEDER (3 PH 4W w/ Grd.)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  160.64

  	
   

  	
  EA

  	
   

  	
  $

  	
  803

  	
   

  
	
  TAP 400 A to 100 A FEEDER (3 PH 4W w/ Grd.)

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  123.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,235

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PULL BOXES:
  (Secondary Feeders)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12” SQ. x 6” D S / C PULL BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  89.29

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  18” SQ. x 8” D S / C PULL BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  135.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  24” SQ. x 12” D S / C PULL BOX

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  231.39

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,157

  	
   

  
	
  36” SQ. x 18” D S / C PULL BOX

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  308.75

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  ITEMS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SURGE SUPPRESSION FOR COMPUTER LOADS

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  803.89

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,019

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PANEL / SWBD INFRARED SCAN

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,234.98

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,235

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  24,800

  	
   

  

 

4 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  5 of : 13

  	
   

  
	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING FIXTURES: (Floor Corridors /
  Stairs / Service Areas)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  2x4 LAY-IN FLUOR FIXT. W/ACRYLIC LENS / 3 - FO32 / T8 LAMPS (Electr.
  Rm / Comm. Rm / Vending)

  	
   

  	
  20

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  117.35

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,347

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  WALL SCONCE LIGHT FIXT. (Normal Power) 1 - 18 W QUAD LAMP (Corr. Wall
  Fixture)

  	
   

  	
  168

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  191.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  32,233

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  WALL SCONCE LIGHT FIXT. (Emer. Power) 1 - 18 W QUAD LAMP (Corr. Wall
  Fixture)

  	
   

  	
  40

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  191.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  7,674

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  12” DIA. REC. DNLT. (Elevator Lobby) 2 - 26 W QUAD LAMPS

  	
   

  	
  5

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  247.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,237

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  8” DIA. REC. DNLT. W/8LK MICRO-GROOVE BAFFLE.: 2 - 26 W QUAD LAMPS
  (Elevator Lobby)

  	
   

  	
  10

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  148.34

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,483

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  —  4
  ft. L. WALL-MOUNT FLUOR. FIXT. W/UP- DN LIGHTING 2-F 32 T8 LAMPS (Stairs)

  	
   

  	
  20

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  160.69

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,214

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  XA5 CLG. -MOUNT / 1-FACE EXIT LIGHT

  	
   

  	
  5

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  145.95

  	
   

  	
  EA

  	
   

  	
  $

  	
  730

  	
   

  
	
  XA6 CLG. -MOUNT / 2-FACE EXIT LIGHT

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  154.63

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,546

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL :

  	
   

  	
  $

  	
  50,700

  	
   

  

 

	
  THIS SHEET :

  	
   

  	
  $

  	
  50,700

  	
   

  
	
  SHEET 3 of 4
  :

  	
   

  	
  $

  	
  82,100

  	
   

  
	
  SHEET 4 of 4
  :

  	
   

  	
  $

  	
  112,200

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  245,000

  	
   

  

 

5 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  6 of : 13

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING
  FIXTURES: (Guest Rooms)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  8” DIA. CLG. MOUNT REC. DNLT. 1 - 26 W QUAD LAMP (Toilet - Center of
  Ceiling)

  	
   

  	
  151

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  86.40

  	
   

  	
  EA

  	
   

  	
  $

  	
  13,047

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  8” DIA. CLG. MOUNT REC. DNLT. 1 - 26 W QUAD LAMP (Toilet - Over
  Counter)

  	
   

  	
  18

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  129.79

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,336

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 
  WALL SCONCE LIGHT FIXT. (Normal Power) 1 - 18 W QUAD LAMP (Wall Adj.
  To Toilet Entry)

  	
   

  	
  160

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  86.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  13,839

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WALL MOUNT LIGHT FIXTURE 1 - 18 W QUAD LAMP
  (Toilets / Sides of Mirror)

  	
   

  	
  302

  	
   

  	
  EA

  	
  Allow

  	
   

  	
  $

  	
  86.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  26,122

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIXTURE
  LAMPS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  F 32 / T8 / 30K- 4 ft. FLUOR. LAMPS

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  3.10

  	
   

  	
  EA

  	
   

  	
  $

  	
  310

  	
   

  
	
  18 W QUAD FLUOR. LAMPS

  	
   

  	
  670

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  9.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,644

  	
   

  
	
  26 W QUAD FLUOR. LAMPS

  	
   

  	
  200

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  9.92

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,983

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING
  FIXTURE BOXES: (Corr. / Service Areas / Stairs)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ BOX / BL. COVER 1-FLEX

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
   

  	
  41.89

  	
   

  	
  EA

  	
   

  	
  418.92

  	
   

  
	
  4” SQ BOX / BL. COVER 2-FLEX

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
   

  	
  59.77

  	
   

  	
  EA

  	
   

  	
  298.87

  	
   

  
	
  4” SQ BOX / PL. COVER (Corr. Sconce)

  	
   

  	
  168

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,000

  	
   

  
	
  4” RND. BOX & MNT. BRKT. (Elev / Normal
  Pwr.)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  26.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  132

  	
   

  
	
  FIXT. REQ. NO BOX (Elev. Dnlt. / Normal
  Pwr.)

  	
   

  	
  10

  	
   

  	
  —

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ BOX / P.C. (Wall On Em. Ckt.) Corr.
  Sconce

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  714

  	
   

  
	
  4” SQ BOX / P.C. (Wall On Em. Ckt.) Stairs

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  357

  	
   

  
	
  4” RND. BOX & MNT. BRKT. (Clg / Exit Em
  Pwr.)

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  26.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  397

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING
  FIXTURE BOXES: (Guest Rooms)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ BOX / PL. COVER (Tlt. Mirror Fixt)

  	
   

  	
  302

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,393

  	
   

  
	
  4” RND. BOX & MNT. BRKT. (Tlt. / Normal
  Pwr.)

  	
   

  	
  151

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  26.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,000

  	
   

  
	
  4” RND. BOX & MNT. BRKT. (Rm.Wall /
  Norm. Pwr.

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,857

  	
   

  
	
  FIXT. REQ. NO BOX (Tlt. Dnlt. / Normal
  Pwr.)

  	
   

  	
  18

  	
   

  	
  —

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  82,100

  	
   

  

 

6 of 13

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK :

  	
  LIGHTING BRANCH CIRCUITRY

  	
   

  	
  SHEET:

  	
  7 of : 13

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING WIRING DEVICES :

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V SPST LIGHT
  SW,(Service Areas)

  	
   

  	
  15

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.33

  	
   

  	
  EA

  	
   

  	
  $

  	
  245

  	
   

  
	
  20 A 120 V SPST LIGHT SW,(Guest
  Rooms)

  	
   

  	
  615

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.33

  	
   

  	
  EA

  	
   

  	
  $

  	
  10,044

  	
   

  
	
  20 A 120 V 3-WAY “     “

  	
   

  	
  14

  	
   

  	
  EA

  	
   

  	
  $

  	
  23.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  332

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-GANG SWITCH PLATES

  	
   

  	
  40

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.01

  	
   

  	
  EA

  	
   

  	
  $

  	
  160

  	
   

  
	
  2-GANG
  “             ”

  	
   

  	
  302

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,285

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15 A 120 V DUPL RECPT. /
  (Switched)

  	
   

  	
  292

  	
   

  	
  EA

  	
   

  	
  $

  	
  19.72

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,758

  	
   

  
	
  1-GANG PLASTIC DUPL RECPT.
  PLATE

  	
   

  	
  292

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,206

  	
   

  
	
  4” SQ.WALL BOX W/PL. FR.

  	
   

  	
  292

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,215

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P  20 A OCCUP. SENSOR / SW. COMB.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  —  20 A OCCUP. MOTION DET.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  71.12

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRE DEVICE BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/ PLASTER FRAME

  	
   

  	
  342

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  6,108

  	
   

  
	
  4” 3-GANG BOX W/ PLASTER FRAME

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  27.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” RND. BOX & BRKT. - (Clg,
  Occ, Sensor)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  26.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4” SQ. BOX W/ BL, COVER (Relay
  Pack)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGTING / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/C # 12. MC CABLE

  	
   

  	
  19,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  172.62

  	
   

  	
  CF

  	
   

  	
  $

  	
  33,661

  	
   

  
	
  3/C # 12 
  “       ”

  	
   

  	
  3,430

  	
   

  	
  LF

  	
   

  	
  $

  	
  194.20

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,661

  	
   

  
	
  4/C # 12  
  “       ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  253.54

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  A/C CABLE ENDS

  	
   

  	
  3,014

  	
   

  	
  EA

  	
   

  	
  $

  	
  5.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  16,141

  	
   

  
	
  A/C CABLE SUPPORTS

  	
   

  	
  4,586

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.19

  	
   

  	
  EA

  	
   

  	
  $

  	
  853

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2”   EMT CONDUIT

  	
   

  	
  4210

  	
   

  	
  LF

  	
   

  	
  $

  	
  189.70

  	
   

  	
  CF

  	
   

  	
  $

  	
  7,986

  	
   

  
	
  3/4”       
  “             ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  231.67

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2”  EMT SET-SCREW COUPL.

  	
   

  	
  421

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  209

  	
   

  
	
  3/4”        
  “             ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2” EMT SET-SCREW CONN.

  	
   

  	
  220

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,666

  	
   

  
	
  3/4”        
  “             ”

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2” — 3/4”  EMT SUPPORTS

  	
   

  	
  526

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  130

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 THIN COPPER WIRE

  	
   

  	
  11,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  498.81

  	
   

  	
  MF

  	
   

  	
  $

  	
  5,736

  	
   

  
	
  # 10   “       “          “

  	
   

  	
  8,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  609.91

  	
   

  	
  MF

  	
   

  	
  $

  	
  5,184

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/ BLANK COVER

  	
   

  	
  190

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,393

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL

  	
   

  	
  $

  	
  112,200

  	
   

  

 

7 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
  SHEET:

  	
  8 of :13

  	
   

  
	
  WORK:

  	
  POWER BRANCH CIRCUITRY

  	
   

  	
   

  	
   

  
							

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  WIRING DEVICES :

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  20 A 120 V SINGLE RECPT. 

  	
   

  	
  643

  	
   

  	
  EA

  	
   

  	
  $

  	
  20.65

  	
   

  	
  EA

  	
   

  	
  $

  	
  13,277

  	
   

  
	
  20 A 120 V DUPL RECPT. / GFI

  	
   

  	
  169

  	
   

  	
  EA

  	
   

  	
  $

  	
  30.23

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,109

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1-GANG RECPT, PLATE

  	
   

  	
  812

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,353

  	
   

  
	
  1-GANG W/P COVER PLATE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  15.32

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 “ SQ, BOX W/ PLASTER COVER

  	
   

  	
  812

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  14,501

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING  / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2/C # 12 MC CABLE

  	
   

  	
  11,680

  	
   

  	
  LF

  	
   

  	
  $

  	
  172.62

  	
   

  	
  CF

  	
   

  	
  $

  	
  20,162

  	
   

  
	
  3/C # 12   
  “         ”

  	
   

  	
  2,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  194.20

  	
   

  	
  CF

  	
   

  	
  $

  	
  4,855

  	
   

  
	
  4/C # 12    “
            “

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  253.54

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  A/C CABLE ENDS

  	
   

  	
  1,718

  	
   

  	
  EA

  	
   

  	
  $

  	
  5.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  9,200

  	
   

  
	
  A/C CABLE SUPPORTS

  	
   

  	
  2,836

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.19

  	
   

  	
  EA

  	
   

  	
  $

  	
  527

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING/ CONDUIT&
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2 “ EMT CONDUIT

  	
   

  	
  7,300

  	
   

  	
  LF

  	
   

  	
  $

  	
  189.70

  	
   

  	
  CF

  	
   

  	
  $

  	
  13,848

  	
   

  
	
  3/4”   “       “

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  231.67

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2”  EMT SET-SCREW COUPL

  	
   

  	
  730

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  362

  	
   

  
	
  3/4  “  “      “

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2”  EMT SET SCREW CONN.

  	
   

  	
  170

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  1287

  	
   

  
	
  3/4”    “      “

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  1/2” 3/4” EMT SUPPORTS 

  	
   

  	
  913

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  226

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THIN COPPER WIRE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  498.81

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  # 10 “       “         “

  	
   

  	
  48,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  603.71

  	
   

  	
  MF

  	
   

  	
  $

  	
  28,978

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 “ SQ BOX W/ BLANK COVER

  	
   

  	
  190

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,393

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  Lot

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  [ILLEGIBLE]

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL

  	
   

  	
  $

  	
  119,300

  	
   

  
															

 

8 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
  ESTIMATE:

  	
  CM0631

  
	
  WORK:

  	
  MECHANICAL EQUIPMENT CONNECTIONS

  	
  SHEET:

  	
  9 of : 13

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MECHANICAL EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. FR HP 120 V1 PH FANS
  (Roof)

  	
   

  	
  17

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.20

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,193

  	
   

  
	
  SIZE-1 COMB. STARTER (Nemo-1)
  To 10 HP

  	
   

  	
  17

  	
   

  	
  EA

  	
   

  	
  $

  	
  642.75

  	
   

  	
  EA

  	
   

  	
  $

  	
  10,927

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. 208 V1 PH PTAC UNITS
  (Guest Room)

  	
   

  	
  165

  	
   

  	
  EA

  	
   

  	
  $

  	
  70.20

  	
   

  	
  EA

  	
   

  	
  $

  	
  11,582

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / “M C” CABLE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2 / C  #12 MC CABLE

  	
   

  	
  1,150

  	
   

  	
  LF

  	
   

  	
  $

  	
  172.62

  	
   

  	
  CF

  	
   

  	
  $

  	
  1,985

  	
   

  
	
  3 / C  # 12
  “               ”

  	
   

  	
  1,200

  	
   

  	
  LF

  	
   

  	
  $

  	
  194.20

  	
   

  	
  CF

  	
   

  	
  $

  	
  2,330

  	
   

  
	
  4 / C  # 12
  “               ”

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  253.54

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  A / C CABLE ENDS

  	
   

  	
  234

  	
   

  	
  EA

  	
   

  	
  $

  	
  5.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,253

  	
   

  
	
  A / C CABLE SUPPORTS

  	
   

  	
  470

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.19

  	
   

  	
  EA

  	
   

  	
  $

  	
  87

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT &
  WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2 “ EMT CONDUIT

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  189.70

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  3/4”    “           “

  	
   

  	
  7,550

  	
   

  	
  LF

  	
   

  	
  $

  	
  216.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  16,330

  	
   

  
	
  1/2”    EMT SET-SCREW COUPL.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  3/4  “   “           “

  	
   

  	
  755

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  468

  	
   

  
	
  1/2 “     EMT SET-SCREW CONN.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  3/4”        “         “

  	
   

  	
  120

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,071

  	
   

  
	
  1/2” - 3/4”    EMT SUPPORTS

  	
   

  	
  944

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  234

  	
   

  
	
  1/2” - 3/4 ”THRU FLOOR

  	
   

  	
  25

  	
   

  	
  EA

  	
   

  	
  $

  	
  94.76

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,369

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #12 THHN COPPER WIRE

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  498.81

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  #10      “              “       “

  	
   

  	
  58,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  542.19

  	
   

  	
  MF

  	
   

  	
  $

  	
  31,447

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4”  SQ. BOX W / BLANK COVER

  	
   

  	
  68

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,214

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  [ILLEGIBLE]

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  82,700

  	
   

  
															

 

9 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
  SHEET:

  	
  10 of : 13

  
	
  WORK:

  	
  FIRE ALARM & DETECTION SYSTEM

  	
   

  	
   

  	
   

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FIRE ALARM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MAKE CONN. IN MAIN F.A.C.P.

  	
   

  	
  1

  	
   

  	
  (Equip Quote)

  	
   

  	
  $

  	
  42,900

  	
   

  	
  EA

  	
   

  	
  $

  	
  42,900

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MAIN FIRE ALARM CONTROL PANEL

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,460.73

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “FAP” REMOTE ANNUNCIATOR PANEL

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  369.11

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “FPU” FIELD PROCESSING UNIT

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  246.07

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “FATC” TERMINAL CABINETS

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  246.07

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,230

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “F”

  	
  F.A. MANUAL PULL STATION

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  369

  	
   

  
	
  “F” 

  	
  F.A. CLG. MNT. SPEAKER    

  	
   

  	
  74

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,731

  	
   

  
	
  “F”

  	
  F.A. VISUAL ALARM (Strobe,
  Only)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  43.06

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “F” 

  	
  F.A. AUDIO-VISUAL ALARM (Corr.)

  	
   

  	
  25

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.29

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,307

  	
   

  
	
  “S” 

  	
  CLG. SMOKE DETECTOR (Corr.)

  	
   

  	
  55

  	
   

  	
  EA

  	
   

  	
  $

  	
  43.06

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,368

  	
   

  
	
  “H” 

  	
  CLG. HEAT DETECTOR (Svc e /
  Core Areas)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  43.06

  	
   

  	
  EA

  	
   

  	
  $

  	
  215

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “F” 

  	
  F.A. VISUAL ALARM (Strobe,
  Guest Rm.’ s)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,906

  	
   

  
	
  “F” 

  	
  F.A. WALL MNT. SPEAKER (Guest
  Rm.’s)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  30.76

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,921

  	
   

  
	
  “F”  

  	
  F.A. WALL SMOKE DET. (Guest
  Rm.’s)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  5,906

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “F”

  	
  F.A, FIRE PHONES (Stairhalls)

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  52.29

  	
   

  	
  EA

  	
   

  	
  $

  	
  523

  	
   

  
	
  “DR” 

  	
  MAGNETIC DOOR HOLDERS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  30.76

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “SD”

  	
  DUCT DET. W/ REMOTE TEST STA.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  123.04

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  FAN SHUT-DOWN RELAYS (4-Poles)

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  61.52

  	
   

  	
  EA

  	
   

  	
  $

  	
  308

  	
   

  
	
  CONN. FAN SHUT-DOWN AT STARTERS

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  36.96

  	
   

  	
  EA

  	
   

  	
  $

  	
  185

  	
   

  
	
  SYSTEM TESTING & CHECK-OUT

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  984.29

  	
   

  	
  LOT

  	
   

  	
  $

  	
  984

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  [ILLEGIBLE]

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  70,100

  	
   

  
																

 

	
  THIS SHEET:

  	
   

  	
  $

  	
  70,100

  
	
  SHEET 2 of 2:  

  	
   

  	
  $

  	
  58,900

  
	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  129,000

  

 

10 of 13

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  FIRE ALARM & DETECTION SYSTEM

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  11 of : 13

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISC.
  SYSTEMS CONNECTIONS:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONN. ELEVATORS

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  86.31

  	
   

  	
  EA

  	
   

  	
  $

  	
  259

  	
   

  
	
  CONN. SMOKE HATCH

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  104.67

  	
   

  	
  EA

  	
   

  	
  $

  	
  314

  	
   

  
	
  CONN. FLOW / TAMPER SWITCHES

  	
   

  	
  5

  	
   

  	
  EA

  	
   

  	
  $

  	
  73.91

  	
   

  	
  EA

  	
   

  	
  $

  	
  370

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  DEVICE
  BOXES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W / PLASTER COVER

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  352

  	
   

  
	
  4” OCT BOX W / CLG BRKT

  	
   

  	
  60

  	
   

  	
  EA

  	
   

  	
  $

  	
  26.18

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,571

  	
   

  
	
  4” SQ. BOX / BLK COVER 1-PLEX

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  42.26

  	
   

  	
  EA

  	
   

  	
  $

  	
  42

  	
   

  
	
  STROBES / HORNS / FAN SHUTD’N (No Boxes)

  	
   

  	
  25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  CEILING FA SPEAKERS (No Boxes)

  	
   

  	
  74

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.00

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4” SQ. BOX W/ PL C. (Room Detector)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,818

  	
   

  
	
  4” SQ. BOX W/ PL C. (Room Strobs)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,818

  	
   

  
	
  4” SQ. BOX W/ PL C. (Room Speaker)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.61

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,818

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BRANCH LIGHTING / CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1/2” 
  EMT CONDUIT

  	
   

  	
  3,360

  	
   

  	
  LF

  	
   

  	
  $

  	
  189.70

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,374

  	
   

  
	
  3/4”  
   “                “

  	
   

  	
  2,850

  	
   

  	
  LF

  	
   

  	
  $

  	
  216.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  6,164

  	
   

  
	
  1/2” 
  EMT SET-SCREW COUPL.

  	
   

  	
  336

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.50

  	
   

  	
  EA

  	
   

  	
  $

  	
  167

  	
   

  
	
  3/4”   
  “             “                “

  	
   

  	
  285

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  177

  	
   

  
	
  1/2” 
  EMT SET-SCREW CONN.

  	
   

  	
  1,330

  	
   

  	
  EA

  	
   

  	
  $

  	
  7.57

  	
   

  	
  EA

  	
   

  	
  $

  	
  10,072

  	
   

  
	
  3/4”   
  “             “               
  “

  	
   

  	
  320

  	
   

  	
  EA

  	
   

  	
  $

  	
  8.93

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,857

  	
   

  
	
  1/2” 
  3/4”  EMT SUPPORTS

  	
   

  	
  776

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  192

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/ BLANK COVER

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,857

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  BELDEN MAPNET CABLE (ALARM)

  	
   

  	
  8,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  802.05

  	
   

  	
  MF

  	
   

  	
  $

  	
  6,416

  	
   

  
	
  FA SPKRS — # 14 TW SHLD PAIR

  	
   

  	
  8,500

  	
   

  	
  EA

  	
   

  	
  $

  	
  542.19

  	
   

  	
  MF

  	
   

  	
  $

  	
  4,609

  	
   

  
	
  FA STROBES — # 18 TW SHLD PAIR

  	
   

  	
  8,300

  	
   

  	
  EA

  	
   

  	
  $

  	
  603.71

  	
   

  	
  MF

  	
   

  	
  $

  	
  5,011

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” 
  EMT CONDUIT

  	
   

  	
  160

  	
   

  	
  LF

  	
   

  	
  $

  	
  358.97

  	
   

  	
  CF

  	
   

  	
  $

  	
  574

  	
   

  
	
  2”    
  “              “

  	
   

  	
  150

  	
   

  	
  LF

  	
   

  	
  $

  	
  598.44

  	
   

  	
  CF

  	
   

  	
  $

  	
  898

  	
   

  
	
  1” 
  EMT ELBOWS

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  26.39

  	
   

  	
  EA

  	
   

  	
  $

  	
  53

  	
   

  
	
  2”    
  “           “

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  45.13

  	
   

  	
  EA

  	
   

  	
  $

  	
  135

  	
   

  
	
  1” 
  EMT SET-SCREW COUPL.

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.36

  	
   

  	
  EA

  	
   

  	
  $

  	
  25

  	
   

  
	
  2”    
  “       “          “             “

  	
   

  	
  18

  	
   

  	
  EA

  	
   

  	
  $

  	
  5.52

  	
   

  	
  EA

  	
   

  	
  $

  	
  99

  	
   

  
	
  1” 
  EMT SET-SCREW CONN.

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  10.41

  	
   

  	
  EA

  	
   

  	
  $

  	
  208

  	
   

  
	
  2”   
  “        “          “             “

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  29.69

  	
   

  	
  EA

  	
   

  	
  $

  	
  59

  	
   

  
	
  1” 
  EMT SUPPORTS

  	
   

  	
  20

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.24

  	
   

  	
  EA

  	
   

  	
  $

  	
  25

  	
   

  
	
  2”   
  “                 “

  	
   

  	
  19

  	
   

  	
  EA

  	
   

  	
  $

  	
  2.48

  	
   

  	
  EA

  	
   

  	
  $

  	
  46

  	
   

  
	
  1” 
  EMT FLOOR SLEEVES

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  25.85

  	
   

  	
  EA

  	
   

  	
  $

  	
  258

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  247.92

  	
   

  	
  LOT

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  58,900

  	
   

  

 

11 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W. VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  FIVE HOTEL STORY

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  TELEPHONE SYSTEM (Conduit Stub-Outs Only)

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  12 of : 13

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of 

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEPHONE
  SYSTEM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEPHONE SYST. EQUIP. - HEAD-END

  	
   

  	
  —

  	
   

  	
  (By Owner)

  	
   

  	
  $

  	
  0

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  “PBX” / “MDF” / “IDF” & ALL TELEPHONES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  INSTALL NEW “IDF” (Punch-Down Blocks Only)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  270.87

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  4’ x 8’ x 3/4” TH PLYWOOD BRD W/ STAND-OFF

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  172.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RACEWAYS / BOXES / WIRING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX W/ PL.COVER (Rooms)

  	
   

  	
  200

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  3,572

  	
   

  
	
  4” SQ. BOX W/ PL.COVER (Misc. Staff Loc.)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  TELEPHONE JACK W/ l-GANG PLATE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  15.84

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (0 Stubs to Corr. Acc.
  Clg.)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  216.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  0

  	
   

  
	
  3/4” EMT CONDUIT (200 Stubs on Corr.)

  	
   

  	
  6,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  216.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  12,977

  	
   

  
	
  3 / 4”    
  EMT COMPR. COUPL.

  	
   

  	
  600

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  878

  	
   

  
	
  3 / 4” 
  EMT S / S CONN.

  	
   

  	
  200

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.21

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,842

  	
   

  
	
  3 / 4”    
  “     SUPPORTS

  	
   

  	
  750

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  325

  	
   

  
	
  3 / 4” 
  EMT THRU CORR. WALL

  	
   

  	
  200

  	
   

  	
  EA

  	
   

  	
  $

  	
  13.54

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,709

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 PULL WIRE

  	
   

  	
  6,500

  	
   

  	
  LF

  	
   

  	
  $

  	
  566.52

  	
   

  	
  MF

  	
   

  	
  $

  	
  3,682

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  50 PR CAT. 5 CABLE (Plenum / Run Open)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  6,434.85

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING-EYE SUPPORTS

  	
   

  	
  —

  	
   

  	
  LOT

  	
   

  	
  $

  	
  6.20

  	
   

  	
  LOT

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CAT. 5e 4/PR. 24 AWG, “UTP” CABLE (Plenum)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  752.46

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE SUPPORTS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.31

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  PATCH CORD / CAT. 5e CABLE (4-Pr.) - 12 ft
  L.

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.49

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  “TDR” TESTING FOR TEL. WIRING

  	
   

  	
  —

  	
   

  	
  DROP

  	
   

  	
  $

  	
  7.75

  	
   

  	
  DROP

  	
   

  	
  $

  	
  0

  	
   

  
	
  “TDR” TEST. FOR TEL. WIRING (Cu Backbone)

  	
   

  	
  —

  	
   

  	
  CABLE

  	
   

  	
  $

  	
  371.88

  	
   

  	
  CABLE

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  26,100

  	
   

  

 

12 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  FIVE STORY HOTEL

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  13 of : 13

  
	
  WORK:

  	
  TELEVISION DISTRIBUTION SYSTEM

  	
   

  	
   

  	
   

  	
   

  
								

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT of

  MEASURE

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TELEVISION SYSTEM EQUIPMENT:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4’ x 4’ x 3/4” TH PLYW’D BRD. W/STAND-OFFS 

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  185.02

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  VIDEO AMPLIFIERS (1 Per Floor)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  680.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4-WAY SPLITTER IN “ASE” BOX (1 RG-59 TO 4
  RG-6 Coax, Cables)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  53.51

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  SPLITTERS, COUPLERS, &
  CABLING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  COAXIAL CABLE (RG-11 Trunk
  Lines / Open)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,049.97

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING - EYES

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.25

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL CABLE (RG-11 TO RG-11
  Tops)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  22.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL ENDS (RG-11 At Head-End
  Equip)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  14.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RG-6 COAXIAL CABLE (RG-11 to
  Rm. Outlet)

  	
   

  	
  —

  	
   

  	
  LF

  	
   

  	
  $

  	
  864.49

  	
   

  	
  MF

  	
   

  	
  $

  	
  0

  	
   

  
	
  CABLE RING - EYES (Not
  Required)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.12

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL CABLE (RG-11 TO RG - 6
  Tops)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  22.17

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
  COAXIAL ENDS (RG-6 At TV
  Outlet)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  13.55

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  RACEWAYS / BOXES / WIRING:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4” SQ. BOX  W/PL. COVER (TV)

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  17.86

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,857

  	
   

  
	
  TV COAX JACK W/1-GANG PLATE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  20.87

  	
   

  	
  EA

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” EMT CONDUIT (90 Stub-Outs)

  	
   

  	
  4,800

  	
   

  	
  LF

  	
   

  	
  $

  	
  216.29

  	
   

  	
  CF

  	
   

  	
  $

  	
  10,382

  	
   

  
	
  3/4” EMT COMPR. COUPL.

  	
   

  	
  600

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.46

  	
   

  	
  EA

  	
   

  	
  $

  	
  878

  	
   

  
	
  3/4” EMT 5/5 CONN.

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  9.21

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,474

  	
   

  
	
  3/4” “ SUPPORTS

  	
   

  	
  600

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.43

  	
   

  	
  EA

  	
   

  	
  $

  	
  260

  	
   

  
	
  3/4” “ SLEEVES IN CORR. WALLS

  	
   

  	
  160

  	
   

  	
  EA

  	
   

  	
  $

  	
  16.62

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,659

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 PULL WIRE

  	
   

  	
  5,100

  	
   

  	
  LF

  	
   

  	
  $

  	
  566.52

  	
   

  	
  MF

  	
   

  	
  $

  	
  2,889

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
  $

  	
  21,500

  	
   

  

 

13 of 13

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  SITE ELECTRICAL WORK

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  1 of : 7

  
	
  WORK:

  	
  SUMMARY SHEET

  	
   

  	
   

  	
   

  	
   

  
								

 

	
  AREA OF
  WORK

  	
   

  	
  BUDGET

  AMOUNT

  	
   

  	
  COMMENTS

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1. POWER COMPANY ALLOWANCE.

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
  2. HV ELECTRIC SERVICE - Existing Pole to
  HV Swgr.

  	
   

  	
  $

  	
  56,900

  	
   

  	
   

  	
   

  
	
  3. SITE LIGHTING (Road / Parking / Walkway)

  	
   

  	
  $

  	
  261,700

  	
   

  	
   - Does Not Include G.C. Work or Pole Bases.

  	
   

  
	
  4. SITE LIGHTING (Walkway & Landscape)

  	
   

  	
  $

  	
  67,600

  	
   

  	
   - Includes G.C. Work & Bases.

  	
   

  
	
  5. COMMUNICATIONS DUCT BANK

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
  6. LIGHT POLE BASES, TRENCHING FOR SITE
  LIGHTING

  	
   

  	
  $

  	
  125,385

  	
   

  	
   

  	
   

  
	
  7.

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  8.

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  9.

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  10.

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
  $

  	
  511,585

  	
   

  	
   

  	
   

  

 

1 of 7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  SITE ELECTRICAL WORK

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  2 of : 7

  
	
  WORK:

  	
  HV ELECTRIC SERVICE — Existing Pole to HV Swgr.

  	
   

  	
   

  	
   

  	
   

  
								

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
   

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HIGH VOLTAGE
  SERVICE: (Power Company)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  POWER CO. SERVICE CHARGE (HV Service 
  from Road to New Vault)

  	
   

  	
  1

  	
   

  	
  (SEPARATE LINE ITEM)

  	
   

  	
  —

  	
   

  	
  —

  	
   

  	
  —

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  METERING
  POLE / SERVICE DROP:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  45 ft. POLE W/ CROSSARM & HOWRE

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,454.78

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  1,455

  	
   

  
	
  GUY WIRES KITS

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  471.28

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  471

  	
   

  
	
  INSTALL METER SOCKET

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  177.75

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  178

  	
   

  
	
  1” RGS CONDUIT (ON POLE)

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  440.29

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  440

  	
   

  
	
  5/8” x 10 ft GRD. ROD W / CLAMP

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  112.86

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  339

  	
   

  
	
  GROUND GRATE W / CRUSHED STONE

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  611.62

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  612

  	
   

  
	
  4/0 BARE GROUND WIRE

  	
   

  	
  100

  	
   

  	
  LF

  	
   

  	
  $

  	
  2.56

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  256

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  15 KV “HV”, GROUP-OPERATED SWITCH W /
  LIGHTING ARRESTORS

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  11,612.51

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  11,613

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  6 In. Dia. x 10 ft. LONG STEEL BOLLARDS
  CONCR. FILLED (5 ft. OUT OF GROUND)

  	
   

  	
  2

  	
   

  	
  EA

  	
   

  	
  $

  	
  371.88

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  744

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HIGH VOLTAGE
  SERVICE: (General Construction)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EXCAV. 24” W. x 54” D. TRENCH (Road to
  MSB1)

  	
   

  	
  360

  	
   

  	
  LF

  	
   

  	
  $

  	
  9.26

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  3,332

  	
   

  
	
  BACK-FILL 24” W. x 36” DEEP TRENCH

  	
   

  	
  360

  	
   

  	
  LF

  	
   

  	
  $

  	
  6.20

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  2,231

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONCRETE ENCASEMENT (22 CY)

  	
   

  	
  360

  	
   

  	
  LF

  	
   

  	
  $

  	
  7.11

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  2,559

  	
   

  
	
  CONCRETE RE-INFORCING 3 #4 Rods 6” O/C)

  	
   

  	
  360

  	
   

  	
  LF

  	
   

  	
  $

  	
  1.92

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  692

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EXCAV. 12 ft L x 8 ft W x 8 ft D - NEW H/H

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  619.80

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  620

  	
   

  
	
  LINE EQUIPMENT, AUGER, ETC.

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
   

  	
   

  	
  $

  	
  26,800

  	
   

  

 

	
  THIS SHEET:

  	
   

  	
  $

  	
  26,800

  	
   

  
	
  SHEET 2 of 2:

  	
   

  	
  $

  	
  30,100

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  56,900

  	
   

  

 

2 of 7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  SITE ELECTRICAL WORK

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  3 of : 7

  
	
  WORK:

  	
  HV ELECTRIC SERVICE Property Line to HV Swgr.

  	
   

  	
   

  	
   

  	
   

  
								

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
   

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HIGH VOLTAGE
  SERVICE CONDUIT & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5” PVC CONDUIT (Shed. 40 In Trench)

  	
   

  	
  720

  	
   

  	
  LF

  	
   

  	
  $

  	
  857.78

  	
   

  	
  CF

  	
   

  	
   

  	
   

  	
  $

  	
  6,176

  	
   

  
	
  5” RGS ELBOWS

  	
   

  	
  4

  	
   

  	
  EA

  	
   

  	
  $

  	
  347.21

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  1,389

  	
   

  
	
  5” RGS TERM.’s

  	
   

  	
  7

  	
   

  	
  EA

  	
   

  	
  $

  	
  134.34

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  940

  	
   

  
	
  5” DUCTBANK SUPPORTS

  	
   

  	
  144

  	
   

  	
  EA

  	
   

  	
  $

  	
  6.20

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  893

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  5” RGS CONDUIT (Up Pole)

  	
   

  	
  40

  	
   

  	
  LF

  	
   

  	
  $

  	
  3,224.14

  	
   

  	
  CF

  	
   

  	
   

  	
   

  	
  $

  	
  1,290

  	
   

  
	
  5” RGS CONDUIT SUPPORTS (On Pole)

  	
   

  	
  10

  	
   

  	
  EA

  	
   

  	
  $

  	
  12.40

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  124

  	
   

  
	
  5” RGS TERM.’s

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  355.51

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  356

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 12 PULL WIRE

  	
   

  	
  400

  	
   

  	
  LF

  	
   

  	
  $

  	
  537.47

  	
   

  	
  MF

  	
   

  	
   

  	
   

  	
  $

  	
  215

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MAN-HOLE - 6’ W x 8’ L x 6’ D W/FRAME,
  COVER, GROUNDING, & PULLING EQUIP.

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,917.48

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  4,917

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #2 THHN CU. WIRE (Pole To HV Sw. in Vault)

  	
   

  	
  450

  	
   

  	
  LF

  	
   

  	
  $

  	
  1,372.45

  	
   

  	
  MF

  	
   

  	
   

  	
   

  	
  $

  	
  618

  	
   

  
	
  350 MCM 15 KV CU. WIRE

  	
   

  	
  1,350

  	
   

  	
  LF

  	
   

  	
  $

  	
  7,273.90

  	
   

  	
  MF

  	
   

  	
   

  	
   

  	
  $

  	
  9,820

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/C 350 MCM STRESS CONE KITS (@HV Swgr.)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  605.53

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  606

  	
   

  
	
  3/C 350 MCM STRESS CONE KITS (@Pole)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  754.29

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  754

  	
   

  
	
  3/C 350 MCM STRT. SPLICE KIT (@Pole)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  688.21

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  688

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  HI-POT ABOVE 3/C HV FEEDER

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  711.02

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  711

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
   

  	
   

  	
  $

  	
  30,100

  	
   

  

 

3 of 7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
   

  	
  SITE ELECTRICAL WORK

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  4 of : 7

  	
   

  
	
  WORK:

  	
  PARKING LOT & WALKWAY LIGHTING

  	
   

  	
   

  	
   

  	
   

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
   

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PARKING LOT
  / WALKWAY POLES & FIXTURES:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 25 ft. H.
  ST. POLES (1 - 250 W M/H Fixt.)

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,190.20

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  9,522

  	
   

  
	
  — 25 ft. H.
  ST. POLES (2 - 250 W M/H Fixt.)

  	
   

  	
  6

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,496.00

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  8,976

  	
   

  
	
  — 25 ft. H.
  ST. POLES (3 - 250 W M/H Fixt.)

  	
   

  	
  1

  	
   

  	
  EA

  	
   

  	
  $

  	
  1,801.81

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  1,802

  	
   

  
	
  — 25 ft. H.
  ST. POLES (4 - 250 W M/H Fixt.)

  	
   

  	
  35

  	
   

  	
  EA

  	
   

  	
  $

  	
  2,107.62

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  73,767

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  — 14 ft.
  DEC. WALKWAY POLE (1 - 175 W M/H Fixt.)

  	
   

  	
  46

  	
   

  	
  EA

  	
   

  	
  $

  	
  983.50

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  45,241

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  GENERAL
  CONSTRUCTION WORK:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  EXCAV. & B / F TRENCH 12” W. x 30” D.

  	
   

  	
  11,000

  	
   

  	
  (With Sitework Contract)

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
  AUGER & B / F POLE BASES

  	
   

  	
  96

  	
   

  	
  ( “ “ “ )

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CAST IN PLACE POLE BASE - 14 ft POLE

  24” SONOTUBE (0’ Above / 4’ Below Ground)

  	
   

  	
  46

  	
   

  	
  ( “ “ “ )

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
  CAST IN PLACE POLE BASE - 25 ft POLE

  30” SONOTUBE (2.5’ Above / 6’ Below Ground)

  	
   

  	
  50

  	
   

  	
  ( “ “ “ )

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  POLE BASE
  ELECTRICAL WORK:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  12 x 12 x 6 D. CURVED LTD JUNC. BOX

  INSTALL W/30” SONOTUBE

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  113.67

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  5,683

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” RGS ELBOWS (In Base)

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
  $

  	
  5.58

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  558

  	
   

  
	
  1” RGS NIPPLE (1 ft. Long)

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.96

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  496

  	
   

  
	
  1” RGS GRD. BUSHING

  	
   

  	
  100

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.30

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  1,830

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  619.80

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  620

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
   

  	
   

  	
  $

  	
  148,500

  	
   

  

 

	
  THIS SHEET:

  	
   

  	
  $

  	
  148,500

  	
   

  
	
  SHEET 2 of 2:

  	
   

  	
  $

  	
  113,200

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  TOTAL:

  	
   

  	
  $

  	
  261,700

  	
   

  

 

4 of 7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION, WHEELING, W.VIRGINIA

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  
	
   

  	
  SITE ELECTRICAL WORK

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  5 of : 7

  
	
  WORK:

  	
  PARKING LOT & WALKAWAY LIGHTING

  	
   

  	
   

  	
   

  	
   

  
								

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
   

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  POLE BASE
  ELECTRICAL WORK: (Continued)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” X 8’ L. GRD. ROD (Drive Below Base)

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  72.75

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3,638

  	
   

  
	
  3/4” X 8’ L. GRD. ROD (Weld to Above Rod)

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  66.96

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3,848

  	
   

  
	
  ROD-TO-ROD CAD-MOLD

  	
   

  	
  8

  	
   

  	
  EA

  	
   

  	
  $

  	
  61.98

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  496

  	
   

  
	
  CAD-SHOT FOR ABOVE

  	
   

  	
  50

  	
   

  	
  EA

  	
   

  	
  $

  	
  55.81

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  2,791

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” X 8’ L. GRD. ROD (Drive Below Base)

  	
   

  	
  46

  	
   

  	
  EA

  	
   

  	
  $

  	
  72.75

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3,347

  	
   

  
	
  3/4” X 8’ L. GRD. ROD (Weld to Above Rod)

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  66.96

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
  ROD-TO-ROD CAD-MOLD

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  61.98

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
  CAD-SHOT FOR ABOVE

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  55.81

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  CONDUIT
  & WIRE:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” RGS GRD. BUSHING

  	
   

  	
  164

  	
   

  	
  EA

  	
   

  	
  $

  	
  18.30

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3,001

  	
   

  
	
  1” RGS NIPPLE (3 ft. Long)

  	
   

  	
  164

  	
   

  	
  EA

  	
   

  	
  $

  	
  4.96

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  813

  	
   

  
	
  1” PVC CONDUIT (In Trench)

  	
   

  	
  9,150

  	
   

  	
  LF

  	
   

  	
  $

  	
  145.52

  	
   

  	
  CF

  	
   

  	
   

  	
   

  	
  $

  	
  13,316

  	
   

  
	
  1” PVC COUPLINGS

  	
   

  	
  458

  	
   

  	
  EA

  	
   

  	
  $

  	
  0.31

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  142

  	
   

  
	
  1” PVC / RGS ADAPTERS

  	
   

  	
  164

  	
   

  	
  EA

  	
   

  	
  $

  	
  12.14

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  1,990

  	
   

  
	
  1” RGS UNIONS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  33.07

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2” RGS GRD. BUSHING

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  42.79

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  685

  	
   

  
	
  2” RGS NIPPLE (3 ft. Long)

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.34

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  661

  	
   

  
	
  2” PVC CONDUIT (In Trench)

  	
   

  	
  2,220

  	
   

  	
  LF

  	
   

  	
  $

  	
  324.52

  	
   

  	
  CF

  	
   

  	
   

  	
   

  	
  $

  	
  7,204

  	
   

  
	
  2” PVC COUPLINGS

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  1.24

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  20

  	
   

  
	
  2” PVC / RGS ADAPTERS

  	
   

  	
  16

  	
   

  	
  EA

  	
   

  	
  $

  	
  14.06

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  225

  	
   

  
	
  2” RGS UNIONS

  	
   

  	
  —

  	
   

  	
  EA

  	
   

  	
  $

  	
  54.98

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  #6 THHN COPPER WIRE

  	
   

  	
  48,000

  	
   

  	
  LF

  	
   

  	
  $

  	
  808.20

  	
   

  	
  MF

  	
   

  	
   

  	
   

  	
  $

  	
  38,794

  	
   

  
	
  WIRING IN POLES (3 # 10)

  	
   

  	
  96

  	
   

  	
  EA

  	
   

  	
  $

  	
  41.34

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  3,969

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  1” RGS CONDUIT (Exposed in Parking Level)

  	
   

  	
  900

  	
   

  	
  LF

  	
   

  	
  $

  	
  13.35

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  12,011

  	
   

  
	
  LIGHTING CONTROL IN BUILDING

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  727.39

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  727

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  2” RGS CONDUIT (3-Loc: Up Pole w/ Wire)

  	
   

  	
  90

  	
   

  	
  LF

  	
   

  	
  $

  	
  26.26

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  2,363

  	
   

  
	
  2” RGS WEATHERHEAD

  	
   

  	
  3

  	
   

  	
  LF

  	
   

  	
  $

  	
  106.65

  	
   

  	
  LF

  	
   

  	
   

  	
   

  	
  $

  	
  320

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  LIGHTING CONTROL PANELS W/P.C., TIME-CLOCK
  RELAYS, FUSES, ETC. (W/P)

  	
   

  	
  3

  	
   

  	
  EA

  	
   

  	
  $

  	
  4,413.46

  	
   

  	
  EA

  	
   

  	
   

  	
   

  	
  $

  	
  13,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS
  MATERIAL

  	
   

  	
  1

  	
   

  	
  LOT

  	
   

  	
  $

  	
  123.96

  	
   

  	
  LOT

  	
   

  	
   

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  TOTAL:

  	
   

  	
   

  	
   

  	
  $

  	
  113,200

  	
   

  

 

5 of 7

 

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA.

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  site electrical
  work

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  walkway &
  landscaps lighting

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  6 of :  7

  	
   

  

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  parking lot / walkway poles & fixtures:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  b1   42” h. walkway light
  bollard

  	
   

  	
  32

  	
   

  	
  ea

  	
   

  	
  $

  	
  611.62

  	
   

  	
  ea

  	
   

  	
  $

  	
  19,572

  	
   

  
	
  f2   400 w met. halide bldg.
  flood

  	
   

  	
  17

  	
   

  	
  ea

  	
   

  	
  $

  	
  458.71

  	
   

  	
  ea

  	
   

  	
  $

  	
  7,798

  	
   

  
	
  f3   50 w met. halide
  landscape flood

  	
   

  	
  17

  	
   

  	
  ea

  	
   

  	
  $

  	
  334.75

  	
   

  	
  ea

  	
   

  	
  $

  	
  5,691

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  general construction work:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  excav. & b/f trench
  12” w. x 30” D.

  	
   

  	
  1,720

  	
   

  	
  ea

  	
   

  	
  $

  	
  4.96

  	
   

  	
  ea

  	
   

  	
  $

  	
  8,528

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  cast in place bollard base

  	
   

  	
  32

  	
   

  	
  ea

  	
   

  	
  $

  	
  198.37

  	
   

  	
  ea

  	
   

  	
  $

  	
  6,348

  	
   

  
	
  12” sonotube (0’
  Above / 4’ Below Ground)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  cast in place “f1 & f2
  bases

  	
   

  	
  34

  	
   

  	
  ea

  	
   

  	
  $

  	
  198.37

  	
   

  	
  ea

  	
   

  	
  $

  	
  6,744

  	
   

  
	
  12” sonotube (0’
  Above / 4’ Below Ground)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  miscellaneous:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  lighting control panels w/p.c., time-

  clock, relays, Fuses, etc. (w/P)

  	
   

  	
  1

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,818.48

  	
   

  	
  ea

  	
   

  	
  $

  	
  1,818

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MISCELLANEOUS MATERIAL

  	
   

  	
  1

  	
   

  	
  lot

  	
   

  	
  $

  	
  247.92

  	
   

  	
  lot

  	
   

  	
  $

  	
  248

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  total :

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  56,700

  	
   

  

 

	
   

  	
   

  	
   

  	
   

  
	
  This sheet :

  	
   

  	
  $

  	
  56,700

  	
   

  
	
  sheet 2 of 2 :

  	
   

  	
  $

  	
  10,900

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  total :

  	
   

  	
  $

  	
  67,600

  	
   

  

 

6 of 7

 

	
  PROJECT:

  	
  WHEELING DOWNS PHASE II EXPANSION,
  WHEELING, W.VIRGINIA

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
  site electrical
  work

  	
   

  	
   

  	
   

  	
  ESTIMATE:

  	
  CM0631

  	
   

  
	
  WORK:

  	
  walkway &
  landscapE lighting

  	
   

  	
   

  	
   

  	
  SHEET:

  	
  7 of : 7

  	
   

  
									

 

	
  MATERIAL

  DESCRIPTION

  	
   

  	
  QTY.

  	
   

  	
  UNIT

  	
   

  	
  UNIT

  COST

  	
   

  	
  UNIT

  	
   

  	
  TOTAL

  COST

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  conduIt & wire:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” rgs elbows (In
  Base)

  	
   

  	
  132

  	
   

  	
  ea

  	
   

  	
  $

  	
  3.10

  	
   

  	
  ea

  	
   

  	
  $

  	
  409

  	
   

  
	
  3/4” rgs nipple (1ft.
  Long)

  	
   

  	
  132

  	
   

  	
  ea

  	
   

  	
  $

  	
  1.86

  	
   

  	
  ea

  	
   

  	
  $

  	
  245

  	
   

  
	
  3/4” rgs grd. bushing

  	
   

  	
  132

  	
   

  	
  ea

  	
   

  	
  $

  	
  15.40

  	
   

  	
  ea

  	
   

  	
  $

  	
  2,033

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3/4” pvc conduit (Around
  Track)

  	
   

  	
  1,630

  	
   

  	
  lf

  	
   

  	
  $

  	
  106.66

  	
   

  	
  cf

  	
   

  	
  $

  	
  1,739

  	
   

  
	
  3.4” rgs conduit (Stub
  From Hand Holes)

  	
   

  	
  —

  	
   

  	
  lf

  	
   

  	
  $

  	
  357.99

  	
   

  	
  cf

  	
   

  	
  $

  	
  0

  	
   

  
	
  4” rgs elbows

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  19.23

  	
   

  	
  ea

  	
   

  	
  $

  	
  115

  	
   

  
	
  3/4” rgs grd. bushing

  	
   

  	
  6

  	
   

  	
  ea

  	
   

  	
  $

  	
  18.30

  	
   

  	
  ea

  	
   

  	
  $

  	
  110

  	
   

  
	
  4/4”rgs unions

  	
   

  	
  —

  	
   

  	
  ea

  	
   

  	
  $

  	
  28.11

  	
   

  	
  ea

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  # 10 thhn copper wire

  	
   

  	
  7,500

  	
   

  	
  lf

  	
   

  	
  $

  	
  580.86

  	
   

  	
  mf

  	
   

  	
  $

  	
  4,356

  	
   

  
	
  # 12 full wire

  	
   

  	
  —

  	
   

  	
  lf

  	
   

  	
  $

  	
  473.39

  	
   

  	
  mf

  	
   

  	
  $

  	
  0

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  3 / 4” Emt conduit (In
  Garage Level)

  	
   

  	
  640

  	
   

  	
  lf

  	
   

  	
  $

  	
  234.34

  	
   

  	
  cf

  	
   

  	
  $

  	
  1,500

  	
   

  
	
  3 / 4” emt s / s coupl.

  	
   

  	
  64

  	
   

  	
  ea

  	
   

  	
  $

  	
  1.46

  	
   

  	
  ea

  	
   

  	
  $

  	
  94

  	
   

  
	
  3 / 4” emt s / s conn.

  	
   

  	
  8

  	
   

  	
  ea

  	
   

  	
  $

  	
  8.74

  	
   

  	
  ea

  	
   

  	
  $

  	
  70

  	
   

  
	
  3 / 4”    “    
  supports

  	
   

  	
  80

  	
   

  	
  ea

  	
   

  	
  $

  	
  0.43

  	
   

  	
  ea

  	
   

  	
  $

  	
  36

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  4 - 11 / 16”  sq. box / blk cover

  	
   

  	
  4

  	
   

  	
  ea

  	
   

  	
  $

  	
  23.98

  	
   

  	
  ea

  	
   

  	
  $

  	
  96

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  miscellaneous material

  	
   

  	
  1

  	
   

  	
  lot

  	
   

  	
  $

  	
  123.96

  	
   

  	
  lot

  	
   

  	
  $

  	
  124

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  total

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,900

  	
   

  

 

7 of 7

 

clarifications /
qualifications

 

Our GMP Estimate excludes  the following:

DIV 1

owners protective liability
insurance

construction phase change order
contingency

temporary heat and/or
protection prior to building enclosure

A/E fees

Owner, Architect field office
facilities

clinical cleaning

financing costs

land acquisition costs

surveys

borings

accelerated schedule or phased
construction operations

overtime or shift work

watchman or guard service

 

DIV 2

rock excavation

extraordinary ground water
conditions

contaminated or hazardous soil
removal, disposal

site furnishings (benches,
trash receptacles, bicycle racks, etc.)

amendment of on-site topsoil

select structural backfill @
areas outside bldg footprint (use on-site excavated mat’l)

soil stabilization fabric @ new
asphalt pavement

lawn irrigation systems

Pavement in the NE Parking lot
(+/- 240’ x 625’)

Pavement in the East Parking
lot (+/- 180’ x 460’)

 

DIV 3

colored concrete or stamped
patterns @ site concrete paving

builtup concrete islands in the
parking garage (to be paint striped)

isolated floor slabs

self leveling cement
underlayment

cement based pigmented topping
(changed to ceramic floor tile)

 

 

 

DIV 4

water repellant coating on
exterior masonry

colored mortar

hollow metal door frames are to
be grouted at cmu partitions only.

 

DIV 5

acoustical deck

non slip nosings @ concrete
filled metal pan stairs 

unistrut system for the
security and lighting is included in the electrical cost.

 

DIV 6

None

 

DIV 7

composite sheet waterproofing

bituminous sheet vapor retarder

waterproof membrane @ ceramic
tile (wet) floor areas over occupied spaces.

roof repairs

enclosure or concealment of
sprayed on fireproofing @ exposed areas

 

DIV 8

doors and frames are based upon
the drawings not the door schedule.

hardware modifications @
exist’g doors to remain

acoustical doors

Hotel closet doors assumed to
be prehung bi-folds w/hardware

aluminum entrances/vestibule at
bus lobby set as allowance

 

DIV 9

refinishing or repainting of
exist’g doors & frames to remain

hotel tub surrounds have been
estimated as cermic tile and not 1” solid surface panels as

indicated on the drawings

 

carpet in showroom - to be
sealed concrete only

wallpaper borders

all ceramic & quarry tile
flooring thin-set, not mud-set

waterproof underlayment @
ceramic tile floors

resilient rubber stair treads,
risers & rubber tile @ landings

abuse resistant or high impact
gypsum board

level 5 gypsum wall board
finish level

 

 

 

DIV 10

chalkboards, tackboards,
markerboards

corner guards

crash / bumper rails

flagpoles

Interior signage except for
directional & room signage

exterior buildings signage
established as allowance

dedication plaque

display case/video wall at area
197

postal specialties (mailboxes,
chutes)

metal lockers

benches

wire mesh partitions

demountable partitions

portable partitions

storage shelving (moveable or
fixed) unless noted on drawings

cubicle curtains or tracks

waste baskets

portable coat racks

electric hand dryers

recessed retractible
clothesline in guest rooms

guest room headboards

awnings

 

DIV 11

furniture, fixtures, &
equipment, except as specifically identified

removal, relocation, or storage
of exist’g furniture, fixture & equipment

coat room check equipment

maintenance equipment

security / vault equipment

money handling equipment

window washing davit system

portable acoustical shells

portable stage risers

Laundry Equipment

Projection Screen at Showroom
& Casino Bar

Parking Equipment

Loading Dock Equipment assumed
to be levelers not lifts

waste compactors

waste bins

dumpsters

 

 

 

Our GMP Estimate excludes the following:

Food Service Equipment

 

 

 

Our GMP Estimate excludes the following:

 

exercise equipment

ice makers

washers / dryers

coffee makers

Vending Machines

office equipment

computers

computer monitors

filing cabinets (undercounter
& free-standing)

DIV 12

 

Window treatments (blinds,
shades, drapery, curtain hardware, etc.)

fabric skirt at sinks of
meeting room toollet rooms

artwork

trash receptacles

roll-up entrance mats

planters, other than built-in

furniture

seating

modular or open type moveable
office partition systems

 

DIV 13

 

none

 

DIV 14

 

upgrading existing elevator or
escalators

service contracts for elevators
& escalators (bid alternate)

 

DIV 15

 

heat trace of piping or
equipment

Oil separators

Water Softeners

Emergency eye wash/shower

metal or PVC jacket on any
insulation in exposed or high abuse areas

refrigerant piping for kitchen
equipment

 

 

Our GMP Estimate excludes  the following:

 

DIV 16

 

telephone systems (PBX or
instruments)

telephone wiring (conduit
stub-outs only)

clock & program systems

snow melting systems

master TV antenna equipment
& systems

cable TV systems

television systems (conduit
stub-outs only)

televisions & support
brackets

computer / monitors

computer data racks, patching /
electronics

computers wiring (conduit
stub-outs only)

lightning protection system (if
required $80,000 add alternate allowance)

intercom system (use telephone)

pocket page system

CCTV security system

 

 

 

[LOGO]

 

Wheeling Island Gaming, Inc. -
Phase II Expansion

LPC Project #: 33-01-0001

 

GMP Estimate Review Meeting

DAY 1

 

Meeting Location:                                              Louis
P Ciminelli Construction Co Inc’s Main Office

Large Conference Room

The Cyclorama Building

369 Franklin Street

Buffalo, New York 14202

 

Meeting Date:  Tuesday, March 12, 2002

 

	
   

  	
   

  	
  Name

  	
   

  	
  Company

  	
   

  	
  Fax

  	
   

  
	
  Attendees:

  	
   

  	
  Pat Thompson

  	
   

  	
  DNC [TT]

  	
   

  	
  (304) 214-9499

  	
   

  
	
   

  	
   

  	
  Roy Olsen

  	
   

  	
  DNC [Sr.
  Project Manager]

  	
   

  	
  (716) 858-5424

  	
   

  
	
   

  	
   

  	
  Peter Fabian

  	
   

  	
  JCJ [Project
  Manager]

  	
   

  	
  (860) 524-8067

  	
   

  
	
   

  	
   

  	
  Bob
  Mortellaro

  	
   

  	
  LPC [Chief
  Estimator]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Kirk
  Fitscher

  	
   

  	
  LPC [Sr.
  Project Manager]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Gene
  Partridge

  	
   

  	
  LPC [Project
  Executive]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Dudley West

  	
   

  	
  LPC [Lead
  Estimator]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Tom Coryer

  	
   

  	
  LPC [Electrical
  Estimator]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Dave
  Kosanovich

  	
   

  	
  LPC [HVAC
  Estimator]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Bob Westfall

  	
   

  	
  LPC
  [Sprinkler/Plmb Estimator]

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Phil Carter

  	
   

  	
  M/E
  [Electrical Designer]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
  Marty Fenara

  	
   

  	
  M/E
  [Electrical Designer]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
  Jennifer
  Logel

  	
   

  	
  M/E [HVAC
  Designer]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
  Cal Puffer

  	
   

  	
  M/E [?]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
  Bob Reich

  	
   

  	
  M/E
  [Plumbing Designer]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
  Dave Schlant

  	
   

  	
  M/E
  [Sprinkler Designer]

  	
   

  	
  (716) 845-6187

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  cc:

  	
   

  	
  Ron Sultemeir

  	
   

  	
  DNC

  	
   

  	
  (716) 858-5424

  	
   

  
	
   

  	
   

  	
  Frank
  Ciminelli

  	
   

  	
  LPC

  	
   

  	
  (716) 854-6655

  	
   

  
	
   

  	
   

  	
  Chris DeRose

  	
   

  	
  LPC

  	
   

  	
  (304) 214-9499

  	
   

  
	
   

  	
   

  	
  Jeff Rodino

  	
   

  	
  LPC

  	
   

  	
  (304) 214-9499

  	
   

  
	
   

  	
   

  	
  Brian Davis

  	
   

  	
  JCJ

  	
   

  	
  (860) 524-8067

  	
   

  
	
   

  	
   

  	
  Edgar Dale

  	
   

  	
  JCJ

  	
   

  	
  (860) 524-8067

  	
   

  
	
   

  	
   

  	
  Mike
  Wasokelewicz

  	
   

  	
  JCJ

  	
   

  	
  (860) 524-8067

  	
   

  
	
   

  	
   

  	
  Dave
  McKinley

  	
   

  	
  MKA

  	
   

  	
  (304) 233-4613

  	
   

  
	
   

  	
   

  	
  Denis Gill

  	
   

  	
  MKA

  	
   

  	
  (304) 233-4613

  	
   

  

 

The purpose of
this all day meeting was to review Ciminelli’s GMP Budget and assumptions for
HVAC, Plumbing, Sprinkler and Electrical. 
Listed herein are the topics that required clarification and action if
necessary.

 

The Cyclorama Building •
369 Franklin Street • Buffalo, New York 14202-1790

Phone (716) 855-1200 Fax (716) 854-6655

 

1 of 10

 

Electrical Review

8:00 a.m. - 11:00 a.m.

 

1                                          Site
Lighting – Electrical cost alone is +/- $261,700 fro parking lights plus
$67,600 for walkways and landscape lighting. 
These cost do not include the excavation costs @ +/-$100,000. Site
lighting design was based on 2 foot candles of light.

 

Action:  The parking light level is to be reduced by
50% of dollars.  The landscape lighting
shall be eliminated.  Revised site
lighting to be controlled from inside the building, not from 3 points currently
shown on Drawing C30.2. McKinely’s Drawing C30.2 needs to be coordinated with
M/E’s Drawing E002.

 

2.                                       Site
Security – LPC has no costs for any security work.  Nothing is shown on GMP Drawings since this
is to be a design-build contract with ADT. 
ADT is to include all work necessary for a security system, including
conduit, cameras, low voltage and power wire. 
We can assume the conduit can be installed in the same excavated trench
as the power wiring for the light poles so ADT should not include costs to
excavate and bock fill.

 

Action: 
ADT to submit design-build proposal for the entire security system ASAP
to DNC.

 

3.                                       High
Voltage Power Distribution - The existing Island Room and Fairgrounds
Building is, and will continue to be, fed from a separate power supply than the
Phase II Addition.  There is also a
separate emergency generator for the existing facility and the Phase II
Addition.  This will remain designed
this way.

 

Action: 
M/E’s Drawing E2.5.4 show a new power feed from the Phase II Electric
Room to the existing facility, which is not required and will be deleted from
the design.

 

4.                                       Uninterrupted
Power Supply (UPS) - M/E Drawing E2.5.2 show two (2) 500 Kva (UPS) systems
for the slot machines which will be deleted since the slot machines have
battery baok ups that will last for at least ten (10) seconds until the
emergency generator turns on.

 

Action: 
Delete two (2) 500 Kva UPS systems. 
Remaining UPS system to be reduced to 112 1/2 Kva to handle computer and
security loads.

 

5.                                       Emergency
Generator - A 1250 Kva emergency generator is designed to sit on the roof
of the casino.  It is designed to power
the slot machines, 60 hp fire pump, emergency lights, elevators, data, security
surveillance and ventilation fans.  An
acoustic enclosure and special noise reducing muffler is included in the cost.

 

2 of 10

 

6                    
Emergency Generator Fuel Tank – A
6000 gallon tank, located on the ground with dual pumps, heat tracing on lines
and environmental containment structure is designed. The consumption of the
1250 Kva generator is about 100 gallons per hour.

 

Action: A “skid mounted” fuel tank will be included with the
1250 Kva generator where the tank is supplied right with the generator and the
entire unit is now located on the roof. A dual pump system will be located on
the ground to pump fuel to this remote unit. An eight (8) hour fuel tank is
required.

 

MKA will need the loading requirements of
this generator with the fuel tank to check structural steel design in this
area.

 

7                    
Exit Lights & Emergency Battery
Packs – The exit lights indicated do not have battery back ups.

 

Action: Batteries need to be added to the
exit lights. M/E to tell LPC the quantity of the battery packs to add for
emergency lighting and adjust estimate.

 

8                    
Light Fixtures – The GMP documents
do not have specific light fixtures selected in all areas.

 

Action: LPC will create a list of certain fixture types with
allowances.

 

9                    
M/C Cable – The specification
states M/C cable can be used only in partitions.

 

Action: For two (2) hour rated partitions, conduit should be
specified in these partitions. LPC to adjust estimate to include M/C wiring in
lieu of conduit for lighting in the Gaming Area.

 

10                 
Dimming Capability – There is
money in the budget to do manual dimming of lights. There is no overall
management system to override the local dimming systems.

 

Action: M/E to provide in the energy management system
provisions to allow the system to override all lighting controls during off
hours. Dimming systems will be in the form of an allowance (no spec or extent
of dimming is shown).

 

11                 
Slot Machine Power – LPC’s budget
has provided for power per the GMP Drawings.

 

12                 
Slot Machine Data – DNC has all
costs to furnish and install all data cabling necessary to provide this system.

 

Action: DNC says there can only be four (4)
bends in the data cable when routing this cable from the slot machine to its
monitoring device. M/E and DNC to find a pathway to get the data cable from the
slots, under the access floor to the electric closets, up above the ceiling,
across the Island Room ceiling and down to the Security/IT Room with only four
(4) bends in the cable.

 

3 of 10

 

DNC, M/E & JCJ need to verify the sizes of the electric
closets. If a 4” floor is needed, a ramp needs to be designed to get from 2 1/2”
to 4”.

 

13                 
Public Address/Intercom System –
This is entirely Owner supplied and LPC will carry no money for this item.

 

14                 
TV System – LPC will only provided
empty conduit and boxes for this system in the hotel.

 

15                 
Assistive Listening Systems – None
will be provided in the Showroom

 

Action: LPC to delete the cost of this system
in the Showroom.

 

16                 
Showroom Sound System – The cost
is to be furnished and installed by Owner.

 

17                 
Showroom Electrical Finishes –
This is to be an ADD Alternate.

 

18                 
Lightning Protection – Nothing is
shown on the GMP Documents.

 

Action: LPC to provide an ADD Alternate
price.

 

19                 
Data/Telephone in Hotel – GMP
Drawings show data drops in every hotel room. 111 will be deleted from these
drawings. LPC to include only the following: 0 data drops, 200 telephone, 160
TV drops with no coaxle cable (plus 40 TV drops in the casino). Ciminelli is
providing only conduit and boxes.

 

Action: M/E to revise their drawings to
indicate these quantities. DNC to revise their budget to indicate these
quantities.

 

HVA
Review

11:00
a.m. – 1:00 p.m.

 

20                 
Fresh Air Ductwork for Hotel – It
was recommended to delete this system. This could save +/_ $135,000.

 

Action: Delete makeup air unit ductwork and
insulation. Add one (1) large PTAC unit on each floor of the elevator lobby,
which will supply fresh air to the corridors.

 

21                 
PTAC Units in Hotel – 165 Units
are shown. Ten (10) will be added for spares @ $1,500 each.

 

Action: M/E to write in their specs that
contractors are to include in their bids ten (10) spare units.

 

4 of 10

 

22                 
Casino Water Chillers – There are
three (3) chillers designed @ 340 tons each. Only two (2) are needed and one
(1) was designed as a spare for additional loading.

 

Action: Replace the three (3) chillers and
three (3) pumps with two (2) chillers at 400 tons each and two (2) pumps.

 

23                 
Casino Air Handling Units.

 

Action: Reduce the four (4) air handling
units from 35,000 cfm to four (4) units at 27,000 cfm. This will change the
number of air changes per hour from 10 to 8.

 

24                 
Showroom – This is to be an ADD
Alternate. All HVAC equipment, ductwork, etc to be part of the add.

 

25                 
Administration Offices on Mezzanine
– This is to be an ADD Alternate. The air handling unit, ductwork to the VAV
boxes, and the VAV boxes themselves will be part of the base bid. The alternate
will include the ductwork and diffusers from the VAV boxes.

 

26                 
Meeting Rooms – This is to be an
ADD Alternate, which will be handled the same way as the Administration Area.

 

27                 
Temperature Control/Lighting Control
– LPC has a budget of $307,828 for temperature controls wit no money for
lighting controls.

 

Action: M/E will design a lighting control
system for certain areas. This may encompass say 10 zones. LPC will have to
carry an allowance for this item.

 

Plumbing
Review

1:00
p.m. – 3:00 p.m.

 

28                 
Gas Line – M/E shows an 8” gas
line 5’ outside the building feeding into the building. MKA’s Site Drawing C2.0
and C2.1 from the site work performed in the Fall of 2001 shows a 4” gas line
approximately 50’ from the building.

 

Action: LPC has included the cost of the 8”
line inside of the building only! M/E and MKA need to decide what size line is
required to be required to be provided to feed this phase. LPC may have to
include an allowance for this.

 

29                 
8” Backflow Preventor – The
drawings indicate only one (1) 8” backflow preventor. LPC estimated two (2).

 

Action: LPC to delete one (1) 8” backflow
from their budget.

 

30                 
Elevators – Only the hydraulic
elevator will have a sump pump and oil interceptor.

 

5 of 10

 

Action: M/E to delete all sumps, oil
interceptors and alarms from the other three (3) elevators. Only a high level
water alarm will remain in the freight elevator.

 

31                 
PVC Piping – LPC figured all cast
iron pipe. M/E’s spec allows for the use of PVC. If PVC is used, it will have
to be insulated and may create leaks.

 

Action: M/E to delete PVC from the spec.

 

32                 
Showroom Bar – The bar that is
shown on the Architectural Drawings is not to be built. It is meant to be a
portable bar.

 

Action: JCJ-M/E to delete bar from the
drawings and LPC to delete the cost from this GMP estimate.

 

33                 
Casino Toilets – The current
specification requires casino toilets to be wall mounted.

 

Action: M/E’s spec needs to be changed from
wall mounted to floor mounted.

This will not be a cost change.

 

34                 
Hotel Bath Tubs – The spec calls
for steel enameled tubs which require the traps cut into the concrete plank.

 

Action:  The traps will be changed to DWV soldered joints.
There will be 12”x12” access doors in the ceilings of the hotel rooms which JCJ
and M/E need to show on their drawings.

 

35                 
Public Restrooms – The
specification does not require all sink faucets and toilets to be “hands free”
operational with battery backup.

 

Action: M/E to change their spec to specify
all sink faucets and toilets are “hands free” operational with battery backup.

 

Sprinkler
Review

3:00
p.m. – 5:00 p.m.

 

36                 
EM200 Fire Suppression System –
LPC’s budget included two (2), FM200 systems. Only one (1) will be needed for
the new IT Room inside the existing building. The existing Security Room has
wet heads and will remain so.

 

37                 
Elevators – The hydraulic and
freight elevator that go to the parking level will be designed so that the
sprinkler pipe will not freeze.

 

38                 
Fire Hoses – LPC has 37 fire hose
cabinets with hoses in their estimate.

 

6 of 10

 

Action: M/E to review with local building and fire officials
if the fire hoses are required to be included with the cabinets.

 

39                 
Sprinkler Heads – All public areas
to have fully recessed sprinkler heads

 

Action: M/E to change their spec to change
from semi-recessed to fully recessed in these areas and the hotel bathrooms.
Finish to be specified as black in color in the Casino/Bar/Showroom areas where
there are ceilings that are to be painted black. Where there are white ceilings
(i.e. meeting rooms, hotel lobby, hotel rooms, etc.) the heads are to be white.

 

40                 
Showroom – The Storage Area
underneath Showroom stage will be about 4’ high. It will require sprinklers and
heat to keep them from freezing.

 

Action: M/E to design for this requirement.

 

GMP Estimate Review Meeting

DAY 2

 

	
  Meeting
  Location:

  	
   

  	
  Louis
  P Ciminelli Construction Co Inc’s Main Office

  
	
   

  	
   

  	
  Large
  Conference Room

  
	
   

  	
   

  	
  The
  Cyclorama Building

  
	
   

  	
   

  	
  369
  Franklin Street

  
	
   

  	
   

  	
  Buffalo,
  New York 14202

  

 

Meeting Date: Wednesday, March
13, 2002

 

	
   

  	
   

  	
  Name

  	
   

  	
  Company

  	
   

  	
  Fax

  
	
  Attendees:

  	
   

  	
  Roy
  Olsen

  	
   

  	
  DNC
  [Sr Project Manager]

  	
   

  	
  (716)
  858-5424

  
	
   

  	
   

  	
  Peter
  Fabian

  	
   

  	
  JCJ
  [Project Manger]

  	
   

  	
  (860)
  524-8067

  
	
   

  	
   

  	
  Edgar
  Dale

  	
   

  	
  JCJ
  [?]

  	
   

  	
  (860)
  524-8067

  
	
   

  	
   

  	
  Bob
  Mortellaro

  	
   

  	
  LPC
  [Chief Estimator]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
  Gene
  Partridge

  	
   

  	
  LPC
  [Project Executive]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
  Dudley
  West

  	
   

  	
  LPC
  [Lead Estimator]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
  Chuck
  Bauda

  	
   

  	
  LPC
  [Estimating]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
  Kirk
  Fitscher

  	
   

  	
  LPC
  [Sr. Project Manager]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
  Frank
  Ciminelli

  	
   

  	
  LPC
  [Project Manager]

  	
   

  	
  (716)
  854-6655

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Conference
  Call:

  	
   

  	
  Dave
  McKinley

  	
   

  	
  MKA

  	
   

  	
  (304)
  233-4613

  
	
   

  	
   

  	
  Denis
  Gill

  	
   

  	
  MKA

  	
   

  	
  (304)
  233-4613

  
	
   

  	
   

  	
  Tim
  Mizer

  	
   

  	
  MKA

  	
   

  	
  (304)
  233-4613

  

 

The purpose of this all day
meeting was to review Ciminelli’s GMP Budget and assumptions for Civil &
Sitework, Structural and Architectural elements. Listed herein are the topics
that required clarification and action.

 

7 of 10

 

Site
Civil Work

8:30
a.m. – 9:30 a.m.

 

1.                                       Based on the
latest Drawing C10.4 date 2/15/2002, LPC’s estimate for the work of that
drawing is $3,642,870, which is about $1.7 million over the last estimate done
by LPC.

 

Action: LPC & JCJ will markup these site
drawings to fit the budget of $2.1 million and will forward a copy to MKA to
redesign.

 

Concrete

9:30
a.m. – 10:00 a.m.

 

2.                                       LPC has received
bids ranging from +/- $1.6 million to $2.6 million. These bids were based on
drawings that have now been replaced with a more current set.

 

Action: LPC needs to compare the scopes of
the bidders and compare those bids against the latest drawings received by LPC
on 3/12/2002.

 

3.                                       The latest
concrete drawings date 2/15/2002 and revised via Addendum No.3 dated 3/8/2002
show a number of items that were not included in the concrete bids. These items
include: augered piles and grade beams at the porte cohere, added piles and
grade beams at the main entrance, foundations for the recessed slabs at the
coolers in the parking level, a new escalator pit design, the elevated slabs in
the showroom, piles with foundation and stairs at Stair #8. There are other
items, but these are the biggest known issues.

 

Action: LPC to attempt to include in their
estimate all such items.

 

Steel

10:00
a.m.-10:30 a.m.

 

4.                                       Steel bids were
received by LPC and three (3) bids are within $100,000 of each other. The
drawings received by LPC on 3/13/2002 are to be sent to these three (3) bidders
to get final pricing on the latest drawings. These drawings are dated 2/15/2002
and revised via Addendum No. 3 dated 3/8/2002. This latest set of drawings will
add considerable cost and other items still need to be added such as: the
piping penetration through the corridor beam of the staggered truss, seats for
the precast plank @ exterior columns, etc.

 

Action: LPC will attempt to account for
unknowns in their budget. LPC, JCJ and Jerry Finley will be meeting 3/13/2002
and tomorrow 3/14/2002 to get the concrete and steel drawings coordinated.

 

8 of 10

 

 

Architectural

10:30 a.m. – 8:00 p.m.

 

4.                                       The
Administration Offices will be an ADD Alternate with an allowance of 8,020 SF @
$25/SF = $200,500.

 

5.                                       LPC will carry
an allowance of $100,000 to renovate the existing Computer and Security Rooms.
This allowance includes the FM-200 Fire Suppression System.

 

6.                                       The Showroom
finishes will be an ADD Alternate. LPC will include in the base budget the
raised floors in the Showroom since it will be very difficult to add these
later. The rest of the finishes will be an add including the stage lighting.

 

7.                                       The stage
equipment and curtains will be Owner furnished and installed.

 

8.                                       An allowance
will be used for the connection to the existing pre-engineered building.

 

9.                                       An allowance
will be used to relocate the existing doors at the bus drop-off area.

 

10.                                 The three (3) meeting
rooms will be an ADD Alternate to complete the fit-out. This fit-out will
really only include interior partitions, accordion partitions, flooring, the
ceiling, lights, low pressure ductwork and diffusers, paint. Sprinklers will be
provided as part of the base budget.

 

11.                                 The entire Architectural
estimate was reviewed item by item and a number of adjustments and
clarifications were made. The biggest concern is the lack of detail of the
fireproofing at the hotel columns where they meet the staggered truss. No one
is sure how to meet the requirements of the code, but LPC will have to include
money for this detail.

 

12.                                 Ten (10) corner rooms
of the hotel will require additional steel framing since the cross bracing is
in the way of the window. A “K” brace may resolve the problem.

 

Action: MKA & JCJ to resolve ASAP. LPC to
include money for additional steel.

 

The Cyclorama Building * 369 Franklin Street
* Buffalo, New York 14202-1790

Phone (716) 855-1200 Fax (716) 854-6655

 

9 of 10

 

The above constitutes the author’s interpretation of the items discussed.
Any discrepancies should be reported in writing to the author within 5 working
days of issuance.

 

These meeting minutes are respectfully
submitted.

 

Sincerely,

 

LOUIS P. CIMINELLI CONSTRUCTION CO., INC.

 

 

	
  /s/ Kirk Fitscher

  	
   

  
	
  Kirk Fitscher

  
	
  Senior Project Manager

  
	
   

  
	
  KDF-jak

  

 

10 of 10

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

 

[LOGO]

 

EXHIBIT D

 

Completion Schedule

 

See attached 36”x44” GMP Planning

Schedule with a date of March 15, 2002

 

 

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

[LOGO]

 

EXHIBIT E

 

Alternate Prices

 

 

 

EXHIBIT E TO AMENDMENT NO. 1

TO AGREEMENT BETWEEN WHEELING

ISLAND GAMING, INC AND

LOUIS P. CIMINELLI CONSTRUCTION CO. INC.

Date of Amendments 03/15/02

 

ALTERNATES

 

	
  Alternate Number

  	
   

  	
  Alternate
  Amount

  	
   

  	
  Description

  	
   

  	
  Accepted
  or  Rejected from

  GMP

  	
   

  	
  Included
  or

  Excluded to GMP

  
	
  No. 1

  	
   

  	
  $0

  	
   

  	
  Omit the
  Steel Pan, lightweight concrete filled raised floor system and provide the
  Steel-Covered, Wood-Core panel raised floor system. Refer to Drawings XXX and
  specification Section 10240.

  	
   

  	
  Accepted from GMP

  	
   

  	
  The GMP
  includes the wood core panel floor.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 2

  	
   

  	
  DEDUCT
  <$421,367>

  	
   

  	
  Omit the
  construction of the Showroom, including but not limited to: wall, floor and
  ceiling finishes; stage, ramps and stairs within the space; items identified
  as #405 thru #419 (underbar, backbar and beverage dispensing equipment) in
  Section 11400. Add four (4) portable bars as selected by the Owner. Provide
  the partition walls finished to the public and other completed spaces and the
  complete construction of the exterior walls. Refer to Drawings AXXX, K4A and
  Specification Section 11400.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the construction of the showroom and its finishes.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 3

  	
   

  	
  Cost not
  identified

  	
   

  	
  Add three
  (3) Barg liquor dispensing systems including 16 brand remote gun, conduit and
  tubing to pump house, ring system. Refer to Drawing K4B and Specification
  Section 11400

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes nothing for this alternate since this system is Furnished and
  Installed by Owner.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 4

  	
   

  	
  DEDUCT
  <$291,372>

  	
   

  	
  Omit the
  construction of the Meeting rooms. Provide the partition walls finished to
  the public and other completed spaces and the complete construction of the
  exterior walls. Refer to Drawings XXX and specification Section XXXX.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the construction of the showroom and its finishes.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 5

  	
   

  	
  Cost not
  identified

  	
   

  	
  Provide
  large capacity liquor system pump house in lieu of small: Omit the small
  capacity liquor system pump house and provide the large capacity liquor
  system pump house construction. Refer to Drawings K4A, K4B and Specification
  Section 11400.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the construction of the small pump house room in the parking level.
  All equipment and walk in coolers are F&I by Owner.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 6

  	
   

  	
  DEDUCT
  <$7,971>

  	
   

  	
  Omit the
  quarry tile in kitchen and food preparation areas and provide the “Altro”
  kitchen flooring system in its place. Refer to Drawings XXX and specification
  Section 09310 and XXX.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the Quarry Tile.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 7

  	
   

  	
  Cost not
  identified

  	
   

  	
  Provide
  trash cooler and associated electrical, plumbing and mechanical connections.
  Refer to Drawings XXX and specification Section XXXX.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  excludes all work for this item.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 8

  	
   

  	
  Cost not
  identified

  	
   

  	
  Provide
  remote cooler rack and associated electrical, plumbing and mechanical
  connections. Refer to Drawings K6B and specification Section 11400.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  excludes all work for this item.

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 9

  	
   

  	
  Cost not
  identified

  	
   

  	
  Provide the
  food service cold prep area on the Garage Level with associated electrical,
  plumbing and mechanical connections. Refer to Drawings K7A and Specification
  Section 11400.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the MEP services to the room and the concrete/masonry walls. All
  equipment and walk-in coolers are F&I by Owner

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  No 10

  	
   

  	
  Cost not
  identified

  	
   

  	
  Provide
  laundry room Fit-Out, Equipment, Furnishings and Associated electrical,
  plumbing and mechanical connections. Refer to Drawings XXX and Specification
  Section XXXX.

  	
   

  	
  Rejected from GMP

  	
   

  	
  The GMP
  includes the MEP services to the room and the concrete/masonry walls. All
  equipment and furnishings are F&I by Owner.

  

 

1 of 1

 

WHEELING ISLAND GAMING, INC.

WHEELING, WEST VIRGINIA

PHASE II EXPANSION PROJECT

 

[LOGO]

 

EXHIBIT F

 

Unit Prices

 

NoneORIGINAL                                                      OWNER’S
COPY

1997 Edition - Electronic Format

Exhibit 10.9

 

AIA Document B141 - 1997

 

Standard Form of Agreement Between Owner and Architect with Standard
Form of Architect’s Services

 

TABLE OF ARTICLES

 

19 June 2002 - ISSUED FOR EXECUTION

 

1.1           INITIAL INFORMATION

 

1.2           RESPONSIBILITIES OF THE PARTIES

 

1.3           TERMS AND CONDITIONS

 

1.4           SCOPE OF SERVICES AND OTHER SPECIAL
TERMS AND CONDITIONS

 

1.5           COMPENSATION

 

AGREEMENT made as of the Fourteenth
day of March in the year Two Thousand Two  

(In words indicate day, month and year)

 

BETWEEN the Architect’s client
identified as the Owner:

(Name, address and other information)

Wheeling
Island Gaming, Inc.

One South
Stone Street

Wheeling, West
Virginia 26003-2099

 

and the Architect:

(Name, address and other information)

Jeter, Cook
& Jepson Architects, Inc.

450 Church
Street

Hartford,
Connecticut 06103-1129

 

For the following Project:

(Include detailed description of Project)

Phase II of
the Wheeling Downs Gaming and Entertainment Facility located at 1 South Stone
Street in Wheeling, West Virginia 26003. The Project phase consists of
approximately 279,100 square feet (SF) including the following: hotel - 16,800
SF x 5 floors; Mezzanine Level - 16,800 SF; Casino Level - 86,000 SF: Lobby -
6,300 SF: and Garage - 86,000 SF.

 

The Owner and Architect agree
as follows.

 

©  1917, 1926, 1948, 1951, 1953, 1958, 1961,
1963, 1966, 1967, 1970, 1974, 1977, 1987, © 1997 by The American Institute of
Architects.  Reproduction of the
material herein or substantial quotation of its provisions without written
permission of the AIA violates the copyright laws of the United States and will
subject the violator to legal prosecution. 
WARNING: Unlicensed photocopying 
violates U.S. copyright laws and will subject the violator to legal prosecution.  This document was electronically produced
with permission of the AIA and can be reproduced in accordance with your
license without violation until the date of expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  expiration as noted below.  User Document:  wheeling downs b141-03142002-issued-for-execution06192002.aia —
6/19/2002.  AIA License Number 1006422,
which expires on 1/15/2003.

 

	
  This document has important legal consequences. Consultation with an
  attorney is encouraged with respect to its completion or modification.
  AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY
  USING AIA DOCUMENT D401.

  
	
   

  
	
  [LOGO]

  
	
   

  
	
  © 1997 AIA®

  AIA DOCUMENT B141 - 1997

  STANDARD FORM AGREEMENT

  
	
   

  
	
  The American
  Institute of Architects

  1735 New York Avenue N.W.

  Washington, D.C. 20006-5292

  

 

 

1

 

ARTICLE 1.1         INITIAL INFORMATION

1.1.1        This Agreement is based on the following
information and assumptions.

(Note the disposition for the following items
by inserting the requested information or a statement such as “not applicable,”
“unknown at time of execution” or “to be determined later by mutual
agreement.”)

N/A

 

1.1.2        PROJECT PARAMETERS

1.1.2.1     The objective or use is:

(Identify or describe, if appropriate,
proposed use or goals.)

This Phase of the Work is intended to provide an 86,000 SF parking
garage, 86,000 SF of additional gaming space, two restaurants and two bars, a
600 seat showroom, a 150 room hotel, and associated support spaces.

 

1.1.2.2     The physical parameters are:

(Identify or describe, if appropriate, size,
location, dimensions, or other pertinent information, such as geotechnical
reports about the site.)

N/A

 

1.1.2.3     The Owner’s Program is:

(Identify documentation or state the manner
in which the program will be developed.)

The program is based upon master plan progress drawings dated April 25,
2001.

 

1.1.2.4     The legal parameters are:

(Identify pertinent legal information,
including, if appropriate, land surveys and legal descriptions and restrictions
of the site.)

N/A

 

1.1.2.5     The financial parameters are as follows.

.1                                       Amount
of the Owner’s overall budget for the Project, including the Architect’s
compensation, is: estimated to be approximately fifty five million and
00/100 Dollars ($55,000,000.00).

.2                                       Amount
of the Owner’s budget for the Cost of 
the Work, excluding the Architect’s compensation, is: estimated to be
approximately forty million five hundred thousand and 00/100
($40,500,000.00).  Notwithstanding the
final resulting financial parameters of the Project, Architect’s services as
described in this Agreement, excluding Reinbursable Expenses and Changes in
Services of Architect which are authorized subsequent to the execution of this
Agreement, shall not exceed $3,500,000.00.

 

1.1.2.6       The
time parameters are:

(Identify,
if appropriate, milestone dates, durations or fast track scheduling.)

The current targeted date for completion of construction of the Project
is August 2003.

 

1.1.2.7     The proposed procurement or delivery method
for the Project is:

(Identify
method such as competitive bid, negotiated contract, or construction
management.)

The Owner shall engage the Louis P. Ciminelli Construction Company,
Inc. of Buffalo, New York to provide construction management form of project
delivery.

 

1.1.2.8     Other parameters are:

(Identify
special characteristics or needs of the Project such as energy, environmental
or historic preservation requirements.)

N/A

 

1.1.3        PROJECT TEAM

 

2

 

1.1.3.1     The Owner’s Designated Representative is:

(List
name, address and other information.)

Roy Olsen, Senior Project Manager

Sportsystems Corporation

40 Fountain Plaza

Buffalo, New York 14202

 

1.1.3.2     The persons or entities, in addition to the
Owner’s Designated Representative, who are required to review the Architect’s
submittals to the Owner are:

(List name, address and other information.)

Scott Cooper, General Manager

Wheeling Island Gaming, Inc.

1 South Stone Street

Wheeling, West Virginia 26003-2099

 

1.1.3.3     The Owner’s other consultants and
contractors are:

(List
discipline and, if known, identify them by name and address.)

The Owner shall independently engage, at its own expense, the services
of the following consultants (without limitation): Gaming Consultant; Security/Surveillance
Consultant; Construction Manager; Land Surveyor; Geotechnical Engineering
Consultant. At Owner’s election in its sole discretion, any one or more of such
consultants may be engaged to work directly for the Construction Manager
instead of for the Owner; provided, however, that such engagement shall not
alter the rights, duties and obligations of the parties to this Agreement.

 

11.3.4      The Architect’s Designated Representative
is:

(List
name, address and other information.)

Peter J. Fabian, Project Manager

Jeter, Cook & Jepson Architects, Inc.

450 Church Street

Hartford, Connecticut 06103

 

1.1.3.5     The consultants retained at the Architect’s
expense are:

(List description and, if known, identify
them by name and address.)

The Architect shall engage, at its own expense, the services of
McKinley & Associates, 32 Twentieth Street, Wheeling, West Virginia to
provide consulting engineering services including: Structural; Civil; and,
Landscape Architecture: M/E Engineering, Inc. to provide Mechanical;
Electrical; Plumbing; Fire Protection; and, JEM Associates to provide Food
Service consulting. Any other consultants that Architect desires to employ for
the Project shall be only those to which Owner has agreed in writing, and such
agreement shall not be unreasonably withheld.

 

1.1.4        Other important initial information is:

N/A

 

1.1.5        When the services under this
Agreement include contract administration services, the General Conditions of
the Contract for Construction shall be the edition of AIA Document A201 current
as of the date of this Agreement, or as follows:

The services under this Agreement include contract administration
services as is more fully set forth in the Standard Form of Architect’s
Services: Design and Contract Administration AIA Document B141 - 1997
Electronic Format attached hereto and made a part hereof. This Agreement shall
also include the General Conditions of the Contract for Construction (AIA Form
A201) as modified by the Owner and Contractor, incorporated herein to the
extent that said document is not inconsistent with this Agreement, attached
hereto as Attachment I.

 

3

 

1.1.6        The information contained in this
Article 1.1 may be reasonably relied upon by the Owner and Architect in determining
the Architect’s compensation. Both parties, however, recognize that such
information may change and, in that event, the Owner and the Architect shall
negotiate appropriate adjustments in schedule, compensation and Change in
Services in accordance with Paragraph 1.3.3.

 

	
  ARTICLE 1.2

  	
   

  	
  RESPONSIBILITIES
  OF THE PARTIES

  
	 
	
  1.2.1

  	
   

  	
  The Owner
  and the Architect shall cooperate with one another to fulfill their
  respective obligations under this 

  
	 
	
  Agreement.
  Both parties shall endeavor to maintain good working relationships among all
  members of the Project team.

  
				

 

1.2.2        OWNER

1.2.2.1     Unless otherwise provided under this
Agreement, the Owner shall provide full information in a timely manner
regarding requirements for and limitations on the Project. The Owner shall
furnish to the Architect, within 15 days after receipt of a written
request  (or if such information
cannot be reasonably furnished in such time period then as soon thereafter as
is commercially reasonable), information necessary and relevant for the Architect
to evaluate, give notice of or enforce lien rights.

 

1.2.2.2     The Owner shall periodically update the
budget for the Project, including the portion allocated for the Cost of the
Work. The Owner shall not significantly increase or decrease the overall
budget, the portion of the budget allocated for the Cost of the Work, or
contingencies included in the overall budget or a portion of the budget,
without consulting  the agreement of the Architect so that
Architect can determine and advise the Owner of any  to a
corresponding change in the Project scope and quality. The Owner’s failure
to follow the Architect’s advice in such case shall be at the Owner’s sole
risk.

 

1.2.2.3     The Owner’s Designated Representative
identified in Paragraph 1.1.3 shall be authorized to act on the Owner’s behalf
with respect to the Project. The Owner or the Owner’s Designated Representative
shall render decisions in a timely manner pertaining to documents submitted by
the Architect in order to avoid unreasonable delay in the orderly and
sequential progress of the Architect’s services.

 

1.2.2.4     The Owner shall furnish, or cause the
Construction Manager to furnish, the services of consultants other than
those designated in Paragraph 1.1.3 or authorize the Architect to furnish them
as a Change in Services when such services are requested by the Architect and
are reasonably required by the scope of the Project, subject to mutual
agreement between Owner, Construction Manager and Architect.

 

1.2.2.5     Unless otherwise provided in this Agreement,
the Owner shall furnish, or cause the Construction Manager to furnish,
tests, inspections and reports required by law or the Contract Documents, such
as structural, mechanical, and chemical tests, tests for air and water
pollution, and tests for hazardous materials.

 

1.2.2.6     Except as otherwise expressly provided
in this Agreement, The Owner shall furnish all  its legal,
insurance and accounting services, including auditing services, that may be
reasonably necessary at any time for the Project to meet the Owner’s needs and
interests, including but not limited to those pertaining to the negotiation
and drafting of this Agreement, and the Architect shall furnish its legal,
insurance and accounting services, including auditing services, that may be
reasonably necessary at any time for the Project to meet the Architect’s 

 

4

 

needs and interests, including but not limited to those pertaining to
the negotiation and drafting of this Agreement. 

 

1.2.2.7     The Owner shall provide prompt written
notice to the Architect if the Owner becomes aware of any fault or defect in
the Project, including any errors, omissions or inconsistencies in the
Architect’s Instruments of Service; provided, however, Owner is under no
duty of examination, evaluation, analysis, or review of Architect’s Instruments
of Service.  

 

1.2.3        ARCHITECT

1.2.3.1     The services performed by the Architect,
Architect’s employees and Architect’s consultants shall be as enumerated in
Article 1.4.

 

1.2.3.2     The Architect’s services shall be performed
as expeditiously and to the standard of care and skill as is consistent
with the professional skill and care of a licensed professional
Architect and the orderly progress of the Project. The Architect shall
submit for the Owner’s approval a schedule for the performance of the
Architect’s services which initially shall be consistent with the time periods
established in Subparagraph 1.1.2.6 and which shall be adjusted, if necessary,
as the Project proceeds. This schedule shall include allowances for periods of
time required for the Owner’s review, for the performance of the Owner’s and/or
the Construction Manager’s consultants, and for approval of submissions by
authorities having jurisdiction over the Project. Time limits established by
this schedule approved by the Owner shall not, except for reasonable cause, be
exceeded by the Architect or Owner, except as otherwise provided herein or
in the Contract Documents.

 

1.2.3.3     The Architect’s Designated Representative
identified in Paragraph 1.1.3 shall be authorized to act on the Architect’s
behalf with respect to the Project.

 

1.2.3.4     The Architect shall maintain the
confidentiality of information specifically designated as confidential by the
Owner, unless withholding such information would violate the law, create the
risk of significant harm to the public or prevent the Architect from
establishing a claim or defense in an adjudicatory proceeding. The Architect
shall require of the Architect’s consultants similar agreements to maintain the
confidentiality of information specifically designated as confidential by the
Owner.

 

1.2.3.5     Except with the Owner’s knowledge and written
consent, the Architect shall not engage in any activity, or accept any
employment, interest or contribution that would reasonably appear to compromise
the Architect’s professional judgment with respect to this Project.

 

1.2.3.6     The Architect shall review all laws,
codes, and regulations applicable to the Architect’s services. The Architect
shall respond in the design of the Project to requirements imposed by
governmental authorities having jurisdiction over the Project.

 

1.2.3.7     The Architect shall be entitled to rely on
the accuracy and completeness of services and information furnished by the
Owner. The Architect shall provide prompt written notice to the Owner if the
Architect becomes aware of any errors, omissions or inconsistencies in such
services or information.

 

ARTICLE 1.3         TERMS AND CONDITIONS

1.3.1        COST OF THE WORK

 

5

 

1.3.1.1     The Cost of the Work shall be the total
cost or, to the extent the Project is not completed, the estimated cost to the
Owner of all elements of the Project designed or specified by the Architect.

 

1.3.1.2     The Cost of the Work shall include the cost
at current market rates of labor and materials furnished by the Owner and
equipment designed, specified, selected or specially provided for by the
Architect, including the costs of management or supervision of construction or
installation provided by a separate construction manager or contractor, plus a
reasonable allowance for their overhead and profit.  In addition, a reasonable allowance for contingencies shall be
included for market conditions at the time of bidding and for changes in the
Work.

 

1.3.1.3     The Cost of the Work does not include the
compensation of the Architect and the Architect’s consultants, the costs of the
land, rights-of-way and financing or other costs that are the responsibility of
the Owner.

 

1.3.2        INSTRUMENTS OF SERVICE

1.3.2.1     Drawings, specifications and other
documents, including those in electronic form, prepared by the Architect and
the Architect’s consultants are Instruments of Service for use solely with
respect to this Project.  The Architect
and the Architect’s consultants shall be deemed the authors and owners of their
respective Instruments of Service and shall retain all common law, statutory
and other reserved rights, including copyrights.

 

1.3.2.2     Upon execution of this Agreement, the
Architect grants to the Owner a nonexclusive license to reproduce the
Architect’s Instruments of Service solely for purposes of constructing, using
and maintaining the Project, provided that the Owner shall comply with all
obligations, including prompt payment of all sums when due, under this
Agreement.  The Architect shall obtain
similar nonexclusive licenses from the Architect’s consultants consistent with
this Agreement.  Any termination of this
Agreement prior to completion of the Project shall terminate this license.  Upon such termination, the Owner shall
refrain from making further reproductions of Instruments of Service and shall
return to the Architect within seven days of termination all originals and
reproductions in the Owner’s possession or control.  If and upon the date the Architect is adjudged in default of this
Agreement, the foregoing license shall be deemed terminated and replaced by a
second, nonexclusive license permitting the Owner to authorize other similarly
credentialed design professionals to reproduce and, where permitted by law, to
make changes, corrections or additions to the Instruments of Service solely for
purposes of completing, using and maintaining the Project.

 

1.3.2.3     Except for the licenses granted in
Subparagraph 1.3.2.2, 1.3.2.5 and 1.6.1 of the General Conditions, no
other license or right shall be deemed granted or implied under this
Agreement.  The Owner shall not assign,
delegate, sublicense, pledge or otherwise transfer any license granted herein
to another party without the prior written agreement of the Architect.  However, the Owner shall be permitted to
authorize to the Contractor, Subcontractors, Sub-subcontractors and material or
equipment suppliers to reproduce applicable portions of the Instruments of
Service appropriate to and for use in their execution of the Work by license
granted in Subparagraph 1.3.2.2. Submission or distribution of Instruments of
Service to meet official regulatory requirements or for similar purposes in
connection with the Project is not to be construed as publication in derogation
of the reserved rights of the Architect and the Architect’s consultants.  The Owner shall not use the Instruments of
Service for future additions or alterations to this Project or for other
projects, unless the Owner obtains the prior written agreement of the Architect
and the Architect’s consultants.  Any
unauthorized use of the Instruments of Service shall be at the Owner’s sole
risk and without liability to the Architect and the Architect’s consultants.

 

6

 

1.3.2.4     Prior to the Architect providing to the
Owner any Instruments of Service in electronic form or the Owner providing to
the Architect any electronic data for incorporation into the Instruments of
Service, the Owner and the Architect shall by separate written agreement set
forth the specific conditions governing the format of such Instruments of
Service or electronic data, including any special limitations or licenses not
otherwise provided in this Agreement.

 

1.3.2.5     Notwithstanding
anything in this Agreement or in the General Conditions to the contrary, the
Owner and Architect agree that each of the parties to this Agreement shall be
entitled to utilize, as an owner of the Instruments of Service, at least one
set of original Instruments of Service from which each shall be permitted to
make and retain copies, subject, however, to the following:

 

1.3.2.5.1  The
use of the Instruments of Service by Owner shall be limited to the
constructing, using, and maintaining the Project.  The Owner shall also have the right to use said Instruments of
Service for future reference purposes in planning or design of any addition or
alteration to this Project.  Any and all
such rights to use the Instruments of Service by Owner shall survive the
termination or expiration of this Agreement for any reason, notwithstanding
anything in this Agreement or the General Conditions to the contrary; provided,
however, if the Instruments of Service are used by Owner at any time for any
reason without the participation of the Architect, such use shall be at Owner’s
sole risk and without any responsibility on the part of Architect.

 

1.3.2.5.2  The
Architect shall not for any purpose, without receiving the Owner’s prior
written consent, which may be granted or withheld in Owner’s sole discretion,
reuse any unique elements of the Project design that are: (a) developed
exclusively for this Project;  (b) based
on unique specifications, designs or other data provided by Owner; or (c)
developed by Owner.  In the event
Architect requests and receives authorization from the Owner to use any of said
unique elements of the Project design in its Architectural practice, the
Architect agrees that such use shall be at Architect’s sole risk and without
any responsibility on the part of the Owner. 
Notwithstanding anything in this Agreement or the General conditions to
the contrary, the Architect shall not use the name, logos, trade or service
marks of the Owner.

 

1.3.2.5.3  Architect covenants and represents that
Architect and the Architect’s consultants are the authors of the Instruments of
Service and that they are the original work of the Architect and the
Architect’s consultants for which Architect and its consultants possess all
common law and statutory copyrights and other applicable intellectual property
rights.  Architect hereby indemnifies
and holds Owner harmless from all actions, proceedings, claims, injury,
damages, costs and expenses, including reasonable attorney fees and court
costs, from any third party for interference, infringement, impairment, theft,
or other taking of such third party’s intellectual property rights, including,
but not limited to such third party’s copyrights, arising out of the Owner’s
possession, ownership or use of the Instruments of Service as permitted by this
Agreement.

 

1.3.3        CHANGE IN SERVICES

1.3.3.1     Change in Services of the Architect,
including services required of the Architect’s consultants, may be accomplished
after execution of this Agreement, without invalidating the Agreement, if
mutually agreed in writing, if required by circumstances beyond the Architect’s
control, or if the Architect’s services are affected as described in
Subparagraph 1.3.3.2.  In the absence of
mutual agreement in writing, the Architect shall notify the Owner prior to
providing such services.  If the Owner
deems that all or a part of such Change in Services is not required, the Owner
shall give prompt written notice to the Architect, and the Architect shall have
no

 

7

 

obligation to
provide those services.  Except for a
change due to the fault of the Architect, Change in Services of the Architect
shall entitle the Architect to an adjustment in compensation pursuant to
Paragraph 1.5.2, and to any Reimbursable Expenses described in Subparagraph
1.3.9.2 and Paragraph 1.5.5.

 

1.3.3.2     If any of the following circumstances
affect the Architect’s services for the Project, the Architect shall be
entitled to an appropriate adjustment in the Architect’s schedule and compensation:

.1                                       change
in the instructions or approvals given by the Owner that necessitate revisions
in Instruments of Service;

.2                                       enactment
or revision of codes, laws or regulations or official interpretations which
necessitate changes to previously prepared Instruments of Service;

.3                                       decisions
of the Owner not rendered in a timely manner;

.4                                       significant
change in the Project including, but not limited to, size, quality, complexity,
the Owner’s schedule or budget, or procurement method;

.5                                       failure
of performance on the part of the Owner or the Owner’s consultants or
contractors;

.6                                       preparation
for and attendance at a public hearing, a dispute resolution proceeding or a
legal proceeding except where the Architect is party thereto;

.7                                       change
in the information contained in Article 1.1, which materially affects
Architect or the services to be provided under this Agreement.

 

1.3.4        MEDIATION

1.3.4.1     Any claim, dispute or other matter in
question arising out of or related to this Agreement shall be subject to mediation
as a condition precedent to arbitration or the institution of legal or
equitable proceedings by either party. 
If such matter relates to or is the subject of a lien arising out of the
Architect’s services, the Architect may proceed in accordance with applicable
law to comply with the lien notice or filing deadlines prior to resolution of
the matter by mediation or by arbitration.

 

1.3.4.2     The Owner and Architect shall endeavor to
resolve claims, disputes and other matters in question between them by mediation
which, unless the parties mutually agree otherwise, shall be in accordance with
the Construction Industry Mediation Rules of the American Arbitration
Association currently in effect. 
Request for mediation shall be filed in writing with the other party to
this Agreement and with the American Arbitration Association.  The request may be made concurrently with
the filing of a demand for arbitration but, in such event, mediation shall
proceed in advance of arbitration or legal or equitable proceedings, which
shall be stayed pending mediation for a period of 60 days from the date of
filing, unless stayed for a longer period by agreement of the parties or court
order.

 

1.3.4.3     The parties shall share the mediator’s fees
and any filing fees equally.  The
mediation shall be held in the place where the Project is located, unless
another location is mutually agreed upon. 
Agreements reached in mediation shall be enforceable as settlement
agreements in any court having jurisdiction thereof.

 

1.3.5        ARBITRATION

1.3.5.1     Any claim, dispute or other matter in
question arising out of or related to this Agreement shall be subject to
arbitration.  Prior to arbitration, the
parties shall endeavor to resolve disputes by mediation in accordance with
Paragraph 1.3.4.

 

1.3.5.2     Claims, disputes and other matters in
question between the parties that are not resolved by mediation shall be
decided by arbitration which, unless the parties mutually agree

 

8

 

otherwise,
shall be in accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association currently in effect. The demand for
arbitration shall be filed in writing with the other party to this Agreement
and with the American Arbitration Association.

 

1.3.5.3     A demand for arbitration shall be made
within a reasonable time after the claim, dispute or other matter in question
has arisen. In no event shall the demand for arbitration be made after the date
when institution of legal or equitable proceedings based on such claim, dispute
or other matter in question would be barred by the applicable statute of
limitations.

 

1.3.5.4     No arbitration arising out of or relating
to this Agreement shall include, by consolidation or joinder or in any other
manner, an additional person or entity not a party to this Agreement, except by
written consent containing a specific reference to this Agreement and signed by
the Owner, Architect, and any other person or entity sought to be joined.
Consent to arbitration involving an additional person or entity shall not
constitute consent to arbitration of any claim, dispute or other matter in
question not described in the written consent or with a person or entity not
named or described therein. The foregoing agreement to arbitrate and other
agreements to arbitrate with an additional person or entity duly consented to
by parties to this Agreement shall be specifically enforceable in accordance
with applicable law in any court having jurisdiction thereof.

 

1.3.5.5     The award rendered by the arbitrator or
arbitrators shall be final, and judgment may be entered upon it in accordance
with applicable law in any court having jurisdiction thereof.

 

1.3.6        CLAIMS FOR CONSEQUENTIAL DAMAGES

The Architect and the Owner
waive consequential damages for claims, disputes or other matters in question
arising out of or relating to this Agreement. This mutual waiver is applicable,
without limitation, to all consequential damages due to either party’s
termination in accordance with Paragraph 1.3.8.

 

1.3.7        MISCELLANEOUS PROVISIONS

1.3.7.1     This Agreement shall be governed by the law
where the Project is located, of the principal place of business of
the Architect, unless otherwise provided in Paragraph 1.4.2.

 

1.3.7.2     Terms in this Agreement shall have the same
meaning as those in the edition of AIA Document A201, General
Conditions, attached of the Contract for Construction, current as of
the date of this Agreement.

 

1.3.7.3     Causes of action between the parties to
this Agreement pertaining to acts or failures to act shall be deemed to have
accrued and the applicable statutes of limitations shall commence to run not
later than either the date of Substantial Completion for acts or failures to
act occurring prior to Substantial Completion or the date of issuance of the
final Certificate for Payment for acts or failures to act occurring after
Substantial Completion. In no event shall such statutes of limitations commence
to run any later than the date when the Architect’s services are substantially
completed.

 

1.3.7.4     To the extent damages are covered by
property insurance during construction, the Owner and the Architect waive all
rights against each other and against the contractors, consultants, agents and
employees of the other for damages, except such rights as they may have to the
proceeds of such insurance as set forth in the edition of AIA Document A201,
General Conditions.  of the Contract for Construction, current as of
the date of this Agreement.

 

9

 

The Owner or the Architect, as
appropriate, shall require of the contractors, consultants, agents and
employees of any of them similar waivers in favor of the other parties
enumerated herein.

 

1.3.7.5     Nothing contained in this Agreement shall
create a contractual relationship with or a cause of action in favor of a third
party against either the Owner or Architect.

 

1.3.7.6     Unless otherwise provided in this
Agreement, the Architect and Architect’s consultants shall have no
responsibility for the discovery, presence, handling, removal or disposal of or
exposure of persons to hazardous materials or toxic substances in any form at
the Project site.

 

1.3.7.7     The Architect shall have the right to
include photographic or artistic representations of the design of that part
of the Project visible to the general public among the Architect’s
promotional and professional materials. The Architect shall be given reasonable
access to the completed Project to make such representations. However, the
Architect’s materials shall not include the Owner’s confidential or proprietary
information.  if the Owner has previously advised the Architect in
writing of the specific information considered by the Owner to be confidential
or proprietary. The Owner shall provide professional credit for the Architect
in the Owner’s promotional materials for the Project.

 

1.3.7.8     If the Owner requests the Architect to
execute certificates, the proposed language of such certificates shall be
submitted to the Architect for review at least 14  7 days prior to
the requested dates of execution. The Architect shall not be required to
execute certificates that would require knowledge, services or responsibilities
beyond the scope of this Agreement.

 

1.3.7.9     The Owner and Architect, respectively, bind
themselves, their partners, successors, assigns and legal representatives to
the other party to this Agreement and to the partners, successors, assigns and
legal representatives of such other party with respect to all covenants of this
Agreement. Neither the Owner nor the Architect shall assign this Agreement
without the written consent of the other, except that the Owner may assign this
Agreement to an institutional lender providing financing for the Project. In
such event, the lender shall assume the Owner’s rights and obligations under
this Agreement. The Architect shall execute all consents reasonably required to
facilitate such assignment. Notwithstanding the foregoing, there shall be no
personal liability of the shareholders, investors, officers, directors or employees
of Owner under this Agreement.

 

1.3.8        TERMINATION OR SUSPENSION

 

1.3.8.1     If the Owner fails to make payments to the Architect in
accordance with this Agreement, such failure shall be considered substantial
nonperformance and cause for termination or, at the Architect’s option, cause
for suspension of performance of services under this Agreement. If the
Architect elects to suspend services, prior to suspension of services, the
Architect shall give seven days’ written notice to the Owner. In the event of a
suspension of services, the Architect shall have no liability to the Owner for
delay or damage caused the Owner because of such suspension of services. Before
resuming services, the Architect shall be paid all sums due prior to suspension
and any expenses incurred in the interruption and resumption of the Architect’s
services. The Architect’s fees for the remaining services and the time
schedules shall be equitably adjusted.

 

1.3.8.2     If the Project is suspended by the Owner
for more than 30 consecutive days, the Architect shall be compensated for
services performed prior to notice of such suspension.

 

10

 

When the
Project is resumed, the Architect shall be compensated for expenses incurred in
the interruption and resumption of the Architect’s services. The Architect’s
fees for the remaining services and the time schedules shall be equitably
adjusted.

 

1.3.8.3     If the Project is suspended or the
Architect’s services are suspended for more than 90 consecutive days, the
Architect may terminate this Agreement by giving not less than seven days’
written notice.

 

1.3.8.4     This Agreement may be terminated by either
party upon not less than 14  seven days’ written notice should the
other party fail substantially to perform in accordance with the terms of this
Agreement through no fault of the party initiating the termination.

 

1.3.8.5     This Agreement may be terminated by the
Owner upon not less than 14  seven days’ written notice to the
Architect for the Owner’s convenience and without cause.

 

1.3.8.6     In the event of termination not the fault
of the Architect, the Architect shall be compensated for services performed
prior to termination, together with Reimbursable Expenses then due and all
Termination Expenses as defined in Subparagraph 1.3.8.7.

 

1.3.8.7     Termination Expenses are in addition to
compensation for the services of the Agreement and include expenses directly
attributable to termination for which the Architect is not otherwise
compensated, plus an amount for the Architect’s anticipated profit on the
value of the services not performed by the Architect.

 

1.3.9        PAYMENTS TO THE ARCHITECT

1.3.9.1     Payments on account of services rendered
and for Reimbursable Expenses incurred shall be made monthly upon presentation
of the Architect’s statement of services. No deductions shall be made from the
Architect’s compensation on account of penalty, liquidated damages or other
sums withheld from payments to contractors, or on account of the cost of
changes in the Work other than those for which the Architect has been adjudged
to be liable.

 

1.3.9.2     Reimbursable Expenses are in addition to
compensation for the Architect’s services and include expenses incurred by the
Architect and Architect’s employees and consultants directly related to the
Project, as identified in the following Clauses:

	 
	
  .1

  	
   

  	
  transportation
  in connection with the Project, authorized out-of-town travel and
  subsistence, and electronic communications;

  
	 
	
  .2

  	
   

  	
  fees paid
  for securing approval of authorities having jurisdiction over the Project;

  
	 
	
  .3

  	
   

  	
  reproductions,
  plots, standard form documents, postage, handling and delivery of Instruments
  of Service;

  
	 
	
  .4

  	
   

  	
  expense of
  overtime work requiring higher than regular rates if authorized in advance by
  the Owner;

  
	 
	
  .5

  	
   

  	
  renderings,
  models and mock-ups requested by the Owner;

  
	 
	
  .6

  	
   

  	
  expense of
  professional liability insurance dedicated exclusively to this Project or the
  expense of additional insurance coverage or limits requested by the Owner in
  excess of that normally carried by the Architect and the Architect’s
  consultants;

  
	 
	
  .7

  	
   

  	
  reimbursable
  expenses as designated in Paragraph 1.5.5;

  
	 
	
  .8

  	
   

  	
  other
  similar direct Project-related expenditures.

  
	
   

  	
   

  	
   

  
	
  Notwithstanding
  .1-.8 above, Architect and Owner have agreed upon the Reimbursable Expense Budget
  attached hereto and 

  
	
  made a part
  hereof as Attachment II, which Architect agrees not to exceed until first
  advising Owner

  
						

 

11

 

that exceeding such budget is about to occur and the reasons for such
extra and/or unanticipated Reimbursable Expenses.

 

1.3.9.3     Records of Reimbursable Expenses, of
expenses pertaining to a Change in Services, and of services performed on the
basis of hourly rates or a multiple of Direct Personnel Expense shall be
available to the Owner or the Owner’s authorized representative at mutually
convenient times.

 

1.3.9.4     Direct Personnel Expense is defined as the
direct salaries of the Architect’s personnel engaged on the Project and the
portion of the cost of their mandatory and customary contributions and benefits
related thereto, such as employment taxes and other statutory employee
benefits, insurance, sick leave, holidays, vacations, employee retirement plans
and similar contributions.

 

ARTICLE 1.4         SCOPE OF SERVICES AND OTHER SPECIAL
TERMS AND CONDITIONS

1.4.1        Enumeration of Parts of
the Agreement.  This
Agreement represents the entire and integrated agreement between the Owner and
the Architect and supersedes all prior negotiations, representations or
agreements, either written or oral. 
This Agreement may be amended only by written instrument signed by both
Owner and Architect.  This Agreement
comprises the documents listed below.

 

1.4.1.1     Standard Form of Agreement Between Owner
and Architect.  AIA Document B141-1997.

 

1.4.1.2     Standard Form of Architect’s Services:  Design and Contract Administration, AIA
Document B141-1997, or as follows;

(List other documents, if any, delineating Architect’s scope
of services.)

 

1.4.1.3     Other documents as follows:

(List other documents, if any, forming part of the
Agreement.)

Attachment
I - (54 pages) Modified AIA Document A201 - 1997 Edition - General Conditions
of the Contract for Construction (Note that the electronic file name for the
document is “wheeling-generalconditions-final-06192002-with-font-corrected.
aia)

 

Attachment
II - (1 page) Reimbursable Expenses Budget Worksheet dated 19 June 2002

 

Attachment
III - (5 pages) Phase II A/E Design Cost Schedule dated 19 June 2002

 

Attachment
IV - (1 page) Hourly Billing Rates

 

1.4.2        Special Terms and
Conditions: Special terms and conditions that modify this Agreement
are as follows:

N.A.

 

ARTICLE 1.5         COMPENSATION

1.5.1        For the Architect’s services as described under Article 1.4,
compensation shall be computed as per follows:

the
attached document entitled “Wheeling Downs Racetrack & Gaming Center,  Phase II A/E Design Cost Schedule” dated 6
March 2002, attached hereto and made a part hereof as Attachment III.

 

12

 

1.5.2        If the services of the Architect are
changed as described in Subparagraph 1.3.3.1, the Architect’s compensation
shall be adjusted.  Such adjustment
shall be calculated as described below or, if no method of adjustment is
indicated in this Paragraph 1.5.2, in an equitable manner.

(Insert basis of compensation, including rates and multiples
of Direct Personnel Expense for Principals and employees, and identify
Principals and classify employees, if required.  Identify specific services to which particular methods of
compensation apply.)

Principals
shall be charged at the fixed hourly rate of One Hundred Fifty Dollars
($150.00) per hour.  For purposes of
this Agreement, the Principals are David G. Jepson, Peter N. Stevens, Philip A.
Pineo, Thomas F.  Dowling, Brian L.
Davis, Robert J. Burling, James E. LaPosta, Bruce M. Kellogg, and Scott P.
Celella.

 

Employees
shall be charged at an hourly rate based on a multiple of two point five (2.50)
times their individual Direct Personnel Expense as described in subparagraph
1.3.9.4.  The resultant hourly rates are
as illustrated on Attachment IV, attached hereto and made a part hereof.  The hourly rates included in Attachment IV
are total billing rates derived from the method of multiplying the Direct
Personnel Expense by 2.5.  The rates
included in Attachment IV will not be multiplied further.g

 

1.5.3        For a Change in Services of the
Architect’s consultants, compensation shall be computed as a multiple of one
point one five (1.15) times the amounts billed to the Architect for
such services.

 

1.5.4        For Reimbursable Expenses as described
in Subparagraph 1.3.9.2, and any other items included in Paragraph 1.5.5 as
Reimbursable Expenses, the compensation shall be computed as a multiple of one
point one five (1.15) times the expenses incurred by the Architect,
and the Architect’s employees and consultants.

 

1.5.5        Other Reimbursable Expenses, if any, are
as follows:

None
are anticipated nor will be charged without the prior authorization of the
Owner.

 

1.5.6        The rates and multiples for services of
the Architect and the Architect’s consultants as set forth in this Agreement
shall be adjusted in accordance with their normal salary review practices.  The multiples set forth at 1.5.3 and
1.5.4, and the fixed hourly billing rates (Principal, Project Director, Department
Director, and Project Manager) included in Attachment IV to this Agreement,
shall not be adjusted prior to the expiration of the time period set forth in
paragraph 1.5.9 hereof.

 

1.5.7        An initial payment of N/A Dollars
($ 0.00) shall be made upon execution of this Agreement and is the
minimum payment under this Agreement. 
It shall be credited to the Owner’s account at final payment.  Subsequent payments for services shall be
made monthly, and where applicable, shall be in proportion to services performed
on the basis set forth in this Agreement.

 

1.5.8        Payments are due and payable thirty
(30) days from the date of the Architect’s invoice.  Amounts unpaid thirty (30)
days after the invoice date shall bear interest at the rate entered below, or
in the absence thereof at the legal rate prevailing from time to time at the
principal place of business of the Architect.

(Insert rate of interest agreed upon.)

Interest
shall accrue at the average prime rate of interest in effect from time to time
as reported in the Wall Street Journal. 
Owner shall also be responsible for any and all costs of collection
including, without limitation, reasonable agency fees and reasonable attorney’s
fees.

 

13

 

(Usury laws and requirements under the Federal Truth in
Lending Act, similar state and local consumer credit laws and other regulations
at the Owner’s and Architect’s principal places of business, the location of
the Project and elsewhere may affect the validity of this provision.  Specific legal advice should be obtained
with respect to deletions or modifications, and also regarding requirements
such as written disclosures or waivers.)

 

1.5.9        If the services covered by this
Agreement have not been completed within seventeen (17) months of
the date hereof, through no fault of the Architect, extension of the
Architect’s services beyond that time shall be compensated as provided in
Paragraph 1.5.2.

 

This
Agreement entered into as of the day and year first written above.

 

 

	
  /s/ Terry C. Burton

  	
   

  	
  /s/ Peter N. Stevens

  	
   

  
	
  OWNER (Signature)

  	
  ARCHITECT (Signature)

  
	
  Terry C. Burton, Asst. General Counsel

  	
  Peter N. Stevens

  
	
  Wheeling Island Gaming, Inc.

  	
   

  	
  President

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  (Printed name and title)

  	
  (Printed name and title)

  

 

14

 

1997 Edition - Electronic Format

 

AIA Document B141 - 1997

Standard Form of Architect’s
Services:

Design and Contract Administration

 

TABLE
OF ARTICLES

 

2.1           PROJECT ADMINISTRATION SERVICES

 

2.2           SUPPORTING SERVICES

 

2.3           EVALUATION AND PLANNING SERVICES

 

2.4           DESIGN SERVICES

 

2.5           CONSTRUCTION PROCUREMENT SERVICES

 

2.6           CONTRACT ADMINISTRATION SERVICES

 

2.7           FACILITY OPERATION SERVICES

 

2.8           SCHEDULE OF SERVICES

 

2.9           MODIFICATIONS

 

ARTICLE 2.1         PROJECT
ADMINISTRATION SERVICES

2.1.1        The Architect shall manage the
Architect’s services and administer the Project.  The Architect shall consult with the Owner, research applicable
design criteria, attend Project meetings, communicate with members of the Project
team and issue progress reports.  The
Architect shall coordinate the services provided by the Architect and the
Architect’s consultants with those services provided by the Owner and the
Owner’s consultants.

 

2.1.2        When Project requirements have been
sufficiently identified, the Architect shall prepare, and periodically update,
a Project schedule that shall identify milestone dates for decisions required
of the Owner, design services furnished by the Architect, completion of
documentation provided by the Architect, commencement of construction and
Substantial Completion of the Work.

 

2.1.3        The Architect shall consider the value
of alternative materials, building systems and equipment, together with other
considerations based on program, budget and aesthetics in developing the design
for the Project.

 

15

 

2.1.4        Upon request of the Owner, the Architect
shall make a presentation to explain the design of the Project to
representatives of the Owner and Construction Manager.

 

2.1.5        The Architect shall submit design
documents to the Owner at intervals appropriate to the design process for
purposes of evaluation and approval by the Owner.  The Architect shall be entitled to rely on approvals received
from the Owner in the further development of the design.

 

2.1.6.       The Architect shall assist the Owner in
connection with the Owner’s responsibility for filing documents required for
the approval of governmental authorities having jurisdiction over the Project.

 

2.1.7        EVALUATION OF BUDGET AND COST OF THE
WORK

2.1.7.1     When the Project requirements have been
sufficiently identified, the Architect shall prepare a preliminary estimate of
the Cost of the Work.  This estimate may
be based on current area, volume or similar conceptual estimating
techniques.  As the design process
progresses through the end of the preparation of the Construction Documents,
the Architect shall update and refine the preliminary estimate of the Cost of
the Work. The Architect shall advise the Owner of any adjustments to previous
estimates of the Cost of the Work indicated by changes in Project requirements
or general market conditions.  If at any
time the Architect’s estimate of the Cost of the Work exceeds the Owner’s
budget, the Architect shall make appropriate recommendations to the Owner to
adjust the Project’s size, quality or budget, and the Owner shall cooperate
with the Architect in making such adjustments.

 

2.1.7.2     Evaluations of the Owner’s budget for the
Project, the preliminary estimate of the Cost of the Work and updated estimates
of the Cost of the Work prepared by the Architect represent the Architect’s
judgment as a design professional familiar with the construction industry.  It is recognized, however, that neither the
Architect nor the Owner has control over the cost of labor, materials or
equipment, over the Contractor’s methods of determining bid prices, or over
competitive bidding, market or negotiating conditions.  Accordingly, the Architect cannot and does
not warrant or represent that bids or negotiated prices will not vary from the
Owner’s budget for the Project or from any estimate of the Cost of the Work or
evaluation prepared or agreed to by the Architect.

 

2.1.7.3     In preparing estimates
of the Cost of the Work, the Architect shall be permitted to include
contingencies for design, bidding and price escalation; to determine what
materials, equipment, component systems and types of construction are to be
included in the Contract Documents; to make reasonable adjustments in the scope
of the Project and to include in the Contract Documents alternate bids as may
be necessary to adjust the estimated Cost of the Work to meet the Owner’s
budget for the Cost of the Work.  If an
increase in the Contract Sum occurring after execution of the Contract between
the Owner and the Contractor causes the budget for the Cost of the Work to be
exceeded, that budget shall be increased accordingly.

 

2.1.7.4     If bidding or negotiation has not commenced
within 90 days after the Architect submits the Construction Documents to the
Owner, the budget for the Cost of the Work shall be adjusted to reflect changes
in the general level of prices in the construction industry.

 

2.1.7.5     If the budget for the Cost of the Work is
exceeded by the lowest bona fide bid or negotiated proposal, the Owner shall:

.1                                       give
written approval of an increase in the budget for the Cost of the Work;

.2                                       authorize
rebidding or renegotiating of the Project within a reasonable time;

.3                                       terminate
in accordance with Subparagraph 1.3.8.5; or

 

16

 

.4                                       cooperate
in revising the Project scope and quality as required to reduce the Cost of the
Work.

 

2.1.7.6     If the Owner chooses
to proceed under Clause 2.1.7.5.4, the Architect, without additional
compensation, shall modify the documents for which the Architect is responsible
under this Agreement as necessary to comply with the budget for the Cost of the
Work.  The modification of such
documents shall be the limit of the Architect’s responsibility under this
Paragraph 2.1.7.  The Architect shall be
entitled to compensation in accordance with this Agreement for all services
performed whether or not construction is commenced.

 

ARTICLE 2.2         SUPPORTING SERVICES

2.2.1        Unless specifically designated in
Paragraph 2.8.3. the services in this Article 2.2 shall be provided by the
Owner or the Owner’s consultants and contractors.

 

2.2.1.1     The Owner shall furnish a program setting
forth the Owner’s objectives, schedule, constraints and criteria, including
space requirements and relationships, special equipment, systems and site
requirements.

 

2.2.1.2     The Owner shall furnish surveys to describe
physical characteristics, legal limitations and utility locations for the site
of the Project, and a written legal description of the site.  The surveys and legal information shall
include, as applicable, grades and lines of streets, alleys, pavements and
adjoining property and structures; adjacent drainage; rights-of-way,
restrictions, easements, encroachments, zoning, deed restrictions, boundaries
and contours of the site; locations, dimensions and necessary data with respect
to existing buildings, other improvements and trees; and information concerning
available utility services and lines, both public and private, above and below
grade, including inverts and depths.  All the information on the survey shall be referenced to a Project
benchmark.

 

2.2.1.3     The Owner shall furnish services of
geotechnical engineers which may include but are not limited to test borings,
test pits, determinations of soil bearing values, percolation tests,
evaluations of hazardous materials, ground corrosion tests and resistivity
tests, including necessary operations for anticipating subsoil conditions, with
reports and appropriate recommendations.

 

ARTICLE 2.3         EVALUATION AND PLANNING SERVICES

2.3.1        The Architect shall provide a
preliminary evaluation of the information furnished by the Owner under this
Agreement, including the Owner’s program and schedule requirements and budget
for the Cost of the Work, each in terms of the other.  The Architect shall review such information to ascertain that it
is consistent with the requirements of the Project and shall notify the Owner
of any other information or consultant services that may be reasonably needed
for the Project.

 

2.3.2        The Architect shall provide a
preliminary evaluation of the Owner’s site for the Project based on the
information provided by the Owner of site conditions, and the Owner’s program,
schedule and budget for the Cost of the Work.

 

2.3.3        The Architect shall review the Owner’s
proposed method of contracting for construction services and shall notify the
Owner of anticipated impacts that such method may have on the Owner’s program,
financial and time requirements, and the scope of the Project.

 

ARTICLE 2.4         DESIGN SERVICES

 

17

 

2.4.1        The Architect’s design services shall include normal
structural, mechanical and electrical engineering services.

 

2.4.2        SCHEMATIC DESIGN DOCUMENTS

2.4.2.1     The Architect shall provide Schematic
Design Documents based on the mutually agreed-upon program, schedule, and
budget for the Cost of the Work. The documents shall establish the conceptual
design of the Project illustrating the scale and relationship of the Project
components. The Schematic Design Documents shall include a conceptual site
plan, if appropriate, and preliminary building plans, sections and elevations.
At the Architect’s option, the Schematic Design Documents may include study
models, perspective sketches, electronic modeling or combinations of these
media. Preliminary selections of major building systems and construction
materials shall be noted on the drawings or described in writing.

 

2.4.3        DESIGN DEVELOPMENT DOCUMENTS

2.4.3.1     The Architect shall provide Design
Development Documents based on the approved Schematic Design Documents and
updated budget for the Cost of the Work. The Design Development Documents shall
illustrate and describe the refinement of the design of the Project,
establishing the scope, relationships, forms, size and appearance of the
Project by means of plans, sections and elevations, typical construction
details, and equipment layouts. The Design Development Documents shall include
specifications that identify major materials and systems and establish in
general their quality levels.

 

2.4.4        CONSTRUCTION DOCUMENTS

2.4.4.1     The Architect shall provide Construction
Documents based on the approved Design Development Documents and updated budget
for the Cost of the Work. The Construction Documents shall set forth in detail
the requirements for construction of the Project. The Construction Documents
shall include Drawings and Specifications that establish in detail the quality
levels of materials and systems required for the Project.

 

2.4.4.2     During the development of the Construction
Documents, the Architect shall assist the Owner Construction Manager in
the development and preparation of:  (1)
bidding and procurement information which describes the time, place and
conditions of bidding; and bidding or proposal forms and the form of
agreement between the Owner and the Contractor; and (2) the Conditions
of the Contract for Construction (General Supplementary and other Conditions).  T the Architect
also shall assist the Construction Manager compile in
compiling the Project Manual that includes the Conditions of the Contract
for Construction and Specifications and may include bidding requirements and
sample forms.

 

ARTICLE 2.5         CONSTRUCTION PROCUREMENT SERVICES

2.5.1        The Architect shall assist the Owner and
Construction Manager in obtaining either competitive bids or negotiated
proposals and shall assist the Owner and Construction Manager in
awarding and preparing contracts for construction.

 

2.5.2        The Architect shall assist the Owner and
Construction Manager in establishing a list of prospective bidders or
contractors.

 

2.5.3        The Architect shall assist the Owner in
bid validation or proposal evaluation and determination of the successful bid
or proposal, if any. If requested by the Owner, the Architect shall notify all
prospective bidders or contractors of the bid or proposal results.

 

2.5.4        COMPETITIVE BIDDING

 

18

 

2.5.4.1     Bidding Documents shall consist of bidding
requirements, proposed contract forms, General Conditions and Supplementary Conditions,
Specifications and Drawings.

 

2.5.4.2     If requested by the Owner, the Architect
shall arrange for procuring the reproduction of Bidding Documents for
distribution to prospective bidders. The Owner shall pay directly for the cost
of reproduction or shall reimburse the Architect for such expenses.

 

2.5.4.3     If requested by the Owner, the Architect
shall distribute the Bidding Documents to prospective bidders and request their
return upon completion of the bidding process. The Architect shall maintain a
log of distribution and retrieval, and the amounts of deposits, if any,
received from and returned to prospective bidders.

 

2.5.4.4     The Architect shall consider requests for
substitutions, if permitted by the Bidding Documents, and shall prepare and distribute
addenda identifying approved substitutions to all prospective bidders.

 

2.5.4.5     The Architect shall participate in or, at
the Owner’s direction, shall organize and conduct a pre-bid conference for
prospective bidders.

 

2.5.4.6     The Architect shall prepare responses to
questions from prospective bidders and provide clarifications and
interpretations of the Bidding Documents to all prospective bidders in the form
of addenda.

 

2.5.4.7     The Architect shall participate in or, at
the Owner’s direction, shall organize and conduct the opening of the bids. The
Architect shall subsequently document and distribute the bidding results, if
and as directed by the Owner.

 

2.5.5        NEGOTIATED PROPOSALS

2.5.5.1     Proposal Documents shall consist of
proposal requirements, proposed contract forms, General Conditions and
Supplementary Conditions, Specifications and Drawings.

 

2.5.5.2     If requested by the Owner, the Architect
shall arrange for procuring the reproduction of Proposal Documents for
distribution to prospective contractors. The Owner shall pay directly for the
cost of reproduction or shall reimburse the Architect for such expenses.

 

2.5.5.3     If requested by the Owner, the Architect
shall organize and participate in selection interviews with prospective
contractors.

 

2.5.5.4     The Architect shall consider requests for
substitutions, if permitted by the Proposal Documents, and shall prepare and
distribute addenda identifying approved substitutions to all prospective
contractors.

 

2.5.5.5     If requested by the Owner, the Architect
shall assist the Owner during negotiations with prospective contractors. The
Architect shall subsequently prepare a summary report of the negotiation
results, as directed by the Owner.

 

ARTICLE 2.6         CONTRACT ADMINISTRATION SERVICES

2.6.1        GENERAL ADMINISTRATION

2.6.1.1     The Architect shall provide administration
of the Contract between the Owner and the Contractor as set forth below and in
the edition of AIA Document A201, General Conditions,  of the
Contract for Construction, current as of the date of this Agreement.

 

19

 

Modifications made to the General Conditions,
when adopted as part of the Contract Documents, shall be enforceable under this
Agreement only to the extent that they are consistent with this Agreement or
approved in writing by the Architect and Owner.

 

2.6.1.2     The
Architect’s responsibility to provide the Contract Administration Services
under this Agreement commences with the award of the initial Contract for
Construction and terminates at the issuance to the Owner of the final
Certificate for Payment. However, the Architect shall be entitled to a Change
in Services in accordance with Paragraph 2.8.2 when Contract Administration
Services extend 60 days after the date of Substantial Completion of the Work.

 

2.6.1.3     The
Architect shall be a representative of and shall advise and consult with the
Owner during the provision of the Contract Administration Services. The
Architect shall have authority to act on behalf of the Owner only to the extent
provided in this Agreement unless otherwise modified by written amendment.

 

2.6.1.4     Duties,
responsibilities and limitations of authority of the Architect under this
Article 2.6 shall not be restricted, modified or extended without written
agreement of the Owner and Architect with consent of the Contractor, which
consent will not be unreasonably withheld.

 

2.6.1.5     The
Architect shall review properly prepared, timely requests by the Contractor for
additional information about the Contract Documents.  A properly prepared request for additional information about the
Contract Documents shall be in a form prepared or approved by the Architect and
shall include a detailed written statement that indicates the specific Drawings
or Specifications in need of clarification and the nature of the clarification
requested.

 

2.6.1.6     If
deemed appropriate by the Architect, the Architect shall on the Owner’s behalf
prepare, reproduce and distribute supplemental Drawings and Specifications in
response to requests for information by the Contractor.

 

2.6.1.7     The
Architect shall interpret and decide matters concerning performance of the
Owner and Contractor under, and requirements of, the Contract Documents on
written request of either the Owner or Contractor. The Architect’s response to
such requests shall be made in writing within any time limits agreed upon or
otherwise with reasonable promptness.

 

2.6.1.8     Interpretations
and decisions of the Architect shall be consistent with the intent of and
reasonably inferable from the Contract Documents and shall be in writing or in
the form of drawings. When making such interpretations and initial decisions,
the Architect shall endeavor to secure faithful performance by both Owner and
Contractor, shall not show partiality to either, and shall not be liable for
the results of interpretations or decisions so rendered in good faith.

 

2.6.1.9     The
Architect shall render initial decisions on claims, disputes or other matters
in question between the Owner and Contractor as provided in the Contract Documents.
However, the Architect’s  Owner’s decisions on matters relating to
aesthetic effect shall be final, if consistent with the intent expressed in
the Contract Documents.

 

2.6.2        EVALUATIONS
OF THE WORK

2.6.2.1     The
Architect, as a representative of the Owner, shall visit the site at intervals
appropriate to the stage of the Contractor’s operations, or as otherwise agreed
by the Owner and the Architect in Article 2.8, (1) to become generally familiar
with and to keep the Owner informed about the progress and quality of the
portion of the Work completed, (2) to endeavor

 

20

 

to guard the Owner against defects and
deficiencies in the Work, and (3) to determine in general if the Work is being
performed in a manner indicating that the Work, when fully completed, will be
in accordance with the Contract Documents. However, the Architect shall not be
required to make exhaustive or continuous on-site inspections to check the
quality or quantity of the Work. The Architect shall neither have control over
or charge of, nor be responsible for, the construction means, methods,
techniques, sequences or procedures, or for safety precautions and programs in
connection with the Work, since these are solely the Contractor’s rights and
responsibilities under the Contract Documents.

 

2.6.2.2     The
Architect shall report to the Owner known deviations from the Contract
Documents and from the most recent construction schedule submitted by the
Contractor.  However, the Architect
shall not be responsible for the Contractor’s failure to perform the Work in
accordance with the requirements of the Contract Documents. The Architect shall
be responsible for the Architect’s negligent acts or omissions, but shall not
have control over or charge of and shall not be responsible for acts or
omissions of the Contractor, Subcontractors, or their agents or employees, or
of any other persons or entities performing portions of the Work.

 

2.6.2.3     The
Architect shall at all times have access to the Work wherever it is in
preparation or progress.

 

2.6.2.4     Except
as otherwise provided in this Agreement or when direct communications have been
specially authorized, the Owner shall endeavor to communicate with the
Contractor through the Architect about matters arising out of or relating to
the Contract Documents. Communications by and with the Architect’s consultants
shall be through the Architect.

 

2.6.2.5     The
Architect shall have authority to reject Work that does not conform to the
Contract Documents. Whenever the Architect considers it necessary or advisable,
the Architect will have authority to require inspection or testing of the Work
in accordance with the provisions of the Contract Documents, whether or not
such Work is fabricated, installed or completed. However, neither this
authority of the Architect nor a decision made in good faith either to exercise
or not to exercise such authority shall give rise to a duty or responsibility
of the Architect to the Contractor, Subcontractors, material and equipment suppliers,
their agents or employees or other persons or entities performing portions of
the Work.

 

2.6.3        CERTIFICATION
OF PAYMENTS TO CONTRACTOR

2.6.3.1     The
Architect shall review and certify the amounts due the Contractor and shall
issue Certificates for Payment in such amounts. The Architect’s certification
for payment shall constitute a representation to the Owner, based on the
Architect’s evaluation of the Work as provided in Paragraph 2.6.2 and on the
data comprising the Contractor’s Application for Payment, that the Work has
progressed to the point indicated and that, to the best of the Architect’s
knowledge, information and belief, the quality of the Work is in accordance
with the Contract Documents. The foregoing representations are subject (1) to an
evaluation of the Work for conformance with the Contract Documents upon
Substantial Completion, (2) to results of subsequent tests and inspections, (3)
to correction of minor deviations from the Contract Documents prior to
completion, and (4) to specific qualifications expressed by the Architect.

 

2.6.3.2     The
issuance of a Certificate for Payment shall not be a representation that the
Architect has (1) made exhaustive or continuous on-site inspections to check
the quality or quantity of the Work, (2) reviewed construction means, methods,
techniques, sequences or procedures, (3) reviewed copies of requisitions
received from Subcontractors and material suppliers and other data requested by
the Owner to substantiate the Contractor’s right to

 

21

 

payment, or (4) ascertained how or for what
purpose the Contractor has used money previously paid on account of the
Contract Sum.

 

2.6.3.3     The
Architect shall maintain a record of the Contractor’s Applications for Payment.

 

2.6.4        SUBMITTALS

2.6.4.1     The
Architect shall review and approve or take other appropriate action upon the
Contractor’s submittals such as Shop Drawings, Product Data and Samples, but
only for the limited purpose of checking for conformance with information given
and the design concept expressed in the Contract Documents. The Architect’s
action shall be taken with such reasonable promptness as to cause no delay in
the Work or in the activities of the Owner, Contractor or separate contractors,
while allowing sufficient time in the Architect’s professional judgment to
permit adequate review. Review of such submittals is not conducted for the
purpose of determining the accuracy and completeness of other details such as
dimensions and quantities, or for substantiating instructions for installation
or performance of equipment or systems, all of which remain the responsibility
of the Contractor as required by the Contract Documents. The Architect’s review
shall not constitute approval of safety precautions or, unless otherwise
specifically stated by the Architect, of any construction means, methods,
techniques, sequences or procedures. The Architect’s approval of a specific
item shall not indicate approval of an assembly of which the item is a
component.

 

2.6.4.2     The
Architect shall maintain a record of submittals and copies of submittals
supplied by the Contractor in accordance with the requirements of the Contract
Documents.

 

2.6.4.3     If
professional design services or certifications by a design professional related
to systems, materials or equipment are specifically required of the Contractor
by the Contract Documents, the Architect shall specify appropriate performance
and design criteria that such services must satisfy. Shop Drawings and other
submittals related to the Work designed or certified by the design professional
retained by the Contractor shall bear such professional’s written approval when
submitted to the Architect. The Architect shall be entitled to rely upon the
adequacy, accuracy and completeness of the services, certifications or
approvals performed by such design professionals.

 

2.6.5        CHANGES
IN THE WORK

2.6.5.1     The
Architect shall prepare Change Orders and Construction Change Directives for
the Owner’s approval and execution in accordance with the Contract Documents.
The Architect, after obtaining the Owner’s approval, may authorize minor
changes in the Work not involving an adjustment in Contract Sum or an extension
of the Contract Time which are consistent with the intent of the Contract Documents.
If necessary, the Architect shall prepare, reproduce and distribute Drawings
and Specifications to describe Work to be added, deleted or modified, as
provided in Paragraph 2.8.2.

 

2.6.5.2     The
Architect shall review properly prepared, timely requests by the Owner or
Contractor for changes in the Work, including adjustments to the Contract Sum
or Contract Time. A properly prepared request for a change in the Work shall be
accompanied by sufficient supporting data and information to permit the
Architect to make a reasonable determination without extensive investigation or
preparation of additional drawings or specifications. If the Architect
determines that requested changes in the Work are not materially different from
the requirements of the Contract Documents, the Architect may issue an order
for a minor change in the Work or recommend to the Owner that the requested
change be denied.

 

2.6.5.3     If
the Architect determines that implementation of the requested changes would
result in a material change to the Contract that may cause an adjustment in the
Contract Time

 

22

 

or Contract Sum, the Architect shall make a
recommendation to the Owner, who may authorize further investigation of such
change. Upon such authorization, and based upon information furnished by the
Contractor, if any, the Architect shall estimate the additional cost and time
that might result from such change, including any additional costs attributable
to a Change in Services of the Architect. With the Owner’s approval, the
Architect shall incorporate those estimates into a Change Order or other
appropriate documentation for the Owner’s execution or negotiation with the
Contractor.

 

2.6.5.4     The
Architect shall maintain records relative to changes in the Work.

 

2.6.6        PROJECT
COMPLETION

2.6.6.1     The
Architect shall conduct inspections to determine the date or dates of
Substantial Completion and the date of final completion, shall receive from the
Contractor and forward to the Owner, for the Owner’s review and records,
written warranties and related documents required by the Contractor Documents
and assembled by the Contractor, and shall issue a final Certificate for
Payment based upon a final inspection indicating the Work complies with the
requirements of the Contract Documents.

 

2.6.6.2     The
Architect’s inspection shall be conducted with the Owner’s Designated
Representative to check conformance of the Work with the requirements of the
Contract Documents and to verify the accuracy and completeness of the list
submitted by the Contractor of Work to be completed or corrected.

 

2.6.6.3     When
the Work is found to be substantially complete, the Architect shall inform the
Owner about the balance of the Contract Sum remaining to be paid the
Contractor, including any amounts needed to pay for final completion or
correction of the Work.

 

2.6.6.4     The
Architect shall receive from the Contractor and forward to the Owner:  (1) consent of surety or sureties, if any,
to reduction in or partial release of retainage or the making of final payment
and (2) affidavits, receipts, releases and waivers of liens or bonds
indemnifying the Owner against liens.

 

ARTICLE 2.7         FACILITY
OPERATION SERVICES

2.7.1        The
Architect shall meet with the Owner or the Owner’s Designated Representative
promptly after Substantial Completion to review the need for facility operation
services.

 

2.7.2        Upon
request of the Owner, and prior to the expiration of one year from the date of
Substantial Completion, the Architect shall conduct a meeting with the Owner
and the Owner’s Designated Representative to review the facility operations and
performance and to make appropriate recommendations to the Owner.

 

ARTICLE 2.8         SCHEDULE OF
SERVICES

2.8.1        Design
and Contract Administration Services beyond the following limits shall be
provided by the Architect as a Change in Services in accordance with Paragraph
1.3.3:

.1                                       up to two (2) reviews
of each Shop Drawing, Product Data item, sample and similar submittal of the
Contractor.

.2                                       up to thirty two (32)
visits to the site by the Architect (aggregate total number of visits by the
Architect and all of the Architect’s consultants) over the duration of the
Project during construction.

.3                                       up to four (4)
inspections (aggregate total number of inspections by the Architect and all
of the Architect’s consultants) for any portion of the Work to

 

23

 

determine whether such portion
of the Work is substantially complete in accordance with the requirements of
the Contract Documents.

.4                                       up
to four ( 4 ) inspections (aggregate total number of
inspections by the Architect and all of the Architect’s consultants) for
any portion of the Work to determine final completion.

 

The quantities of reviews, visits and inspections set forth in this
paragraph 2.8.1 are the reasonable expectations of the parties, and the
Architect will be entitled to be compensated as a Change in Service only if
there is a material change, as agreed in good faith between the parties, in
such numbers of reviews, visits or inspections.

 

2.8.2        The following Design and Contract
Administration Services shall be provided by the Architect as a Change in
Services in accordance with Paragraph 1.3.3:

.1                                       review
of a Contractor’s submittal out of sequence from the submittal schedule agreed
to by the Architect (other than out of sequence submittals, which may be
requested by Architect or required for architect to conduct its duties under
this Agreement);

.2                                       responses
to the Contractor’s requests for information where such information is
available to the Contractor from a careful study and comparison of the Contract
Documents, field conditions, other Owner-provided information,
Contractor-prepared coordination drawings, or prior Project correspondence or
documentation;

.3                                       Change
Orders and Construction Change Directives requiring evaluation of proposals,
including the preparation or revision of Instruments of Service;

.4                                       providing
consultation concerning replacement of Work resulting from fire or other cause
during construction;

.5                                       evaluation
of an extensive number of claims submitted by the Owner’s consultants, the
Contractor or others in connection with the Work;

.6                                       evaluation
of substitutions proposed by the Owner’s consultants or contractors and making
subsequent revisions to Instruments of Service resulting therefrom;

.7                                       preparation
of design and documentation for alternate bid or proposal requests proposed by
the Owner; or

.8                                       Contract
Administration Services provided 60 days after the date of Substantial
Completion of the Work.

2.8.3        The Architect shall furnish or provide
the following services only if specifically designated:

 

	
  Services

  	
   

  	
  Responsibility
  

  (Architect, Owner or Not Provided)

  	
   

  	
  Location of Service Description

  
	
  .1

  	
   

  	
  Programming

  	
   

  	
  Owner

  	
   

  	
   

  
	
  .2

  	
   

  	
  Land Survey
  Services

  	
   

  	
  Owner

  	
   

  	
   

  
	
  .3

  	
   

  	
  Geotechnical
  Services

  	
   

  	
  Owner

  	
   

  	
   

  
	
  .4

  	
   

  	
  Space
  Schematics/Flow Diagrams

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .5

  	
   

  	
  Existing
  Facilities Surveys

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .6

  	
   

  	
  Economic
  Feasibility Studies

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .7

  	
   

  	
  Site
  Analysis and Selection

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .8

  	
   

  	
  Environmental
  Studies and

  	
   

  	
  Owner

  	
   

  	
   

  
	
   

  	
   

  	
   Reports

  	
   

  	
   

  	
   

  	
   

  

 

24

 

	
  .9

  	
   

  	
  Owner-Supplied
  Data Coordination

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .10

  	
   

  	
  Schedule
  Development and Monitoring

  	
   

  	
  Owner’s
  Construction Manager

  	
   

  	
   

  
	
  .11

  	
   

  	
  Civil Design

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .12

  	
   

  	
  Landscape
  Design

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .13

  	
   

  	
  Interior
  Design

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .14

  	
   

  	
  Special
  Bidding or Negotiation

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .15

  	
   

  	
  Value
  Analysis

  	
   

  	
  Owner

  	
   

  	
   

  
	
  .16

  	
   

  	
  Detailed
  Cost Estimating

  	
   

  	
  Owner’s
  Construction Manager

  	
   

  	
   

  
	
  .17

  	
   

  	
  Full Time
  On-Site Project Representation

  	
   

  	
  Architect - if engaged as Change in Service

  	
   

  	
   

  
	
  .18

  	
   

  	
  Construction
  Management

  	
   

  	
  Owner’s
  Construction Manager

  	
   

  	
   

  
	
  .19

  	
   

  	
  Start-up
  Assistance

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .20

  	
   

  	
  Record
  Drawings

  	
   

  	
  Architect - if engaged as Change in Service

  	
   

  	
   

  
	
  .21

  	
   

  	
  Post-Contract
  Evaluation

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .22

  	
   

  	
  Tenant-Related
  Services

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .23

  	
   

  	
  Acoustical
  Consultant

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .24

  	
   

  	
  Food Service
  Consultant

  	
   

  	
  Architect

  	
   

  	
   

  
	
  .25

  	
   

  	
  Technology
  Consultant - Infrastructure

  	
   

  	
  N/A

  	
   

  	
   

  
	
  .26

  	
   

  	
  Technology
  Consultant - Equipment

  	
   

  	
  N/A

  	
   

  	
   

  

 

Description of
Services.

(Insert descriptions of the services
designated.)

 

ARTICLE 2.9         MODIFICATIONS

2.9.1        Modifications to this Standard Form of
Architect’s Services:  Design and
Contract Administration, if any, are as follows:

 

ARTICLE 3.0         OTHER TERMS AND CONDITIONS

 

3.1           These Standard Terms and Conditions are attached to and part
of the Agreement between Wheeling Island Gaming, Inc. (the Owner) and Jeter,
Cook & Jepson Architects, Inc. (the Architect) dated 14 March 2002.  These Standard Terms and Conditions shall
modify and supersede any and all provisions and terms of the Agreement only to
the extent that any such provisions or terms are inconsistent.

 

3.2           The Architect’s services under this Agreement shall be
performed in an orderly succession as described above.  The Architect shall submit statements
monthly for time and expenses expended in the course of its work on the Project
during the previous month.  The
Architect reserves the right to stop all work and that of its consultants if
any payment of fees and expenses is thirty (30) days past due, which is sixty
(60) days after the date of invoice.

 

25

 

3.3           When the Architect
completes the Design Services, the Architect shall not proceed with Contract
Administration Services without written approval by the Owner and payment in full
of all fees and expenses then due.

 

3.4           The Architect shall,
at the written request of the Owner, engage consultants in addition to those
listed above, and the services rendered by such consultants shall be considered
a Change in Services and shall be paid for by the Owner as prescribed in
Article 1.5.

 

3.5           The Owner and
Architect acknowledge that the Construction Documents prepared by the Architect
will generally describe the intended scope of work for the Project, and that
the Contractor (engaged by the Owner to construct the Project) shall be
required to provide only those services that are expressly required by the
Contract Documents or are reasonably inferable from such documents as being
necessary to produce the intended results. 
Consequently, the need may arise during the course of construction to
adjust the Contract for Construction to reflect the cost of items that are not
consistent with or reasonably inferable from the Contract Documents.  In accordance with subparagraph 1.2.2.2 and
paragraph 2.1.7, the Owner shall maintain a reasonable amount of contingency
monies to pay for change orders to the Contract for Construction and other
contingencies which impact the Project cost including, without limitation, such
items as changes to the program or scope of the Project, items of additional
value that are not included in or may not be reasonably inferable from the
Contract Documents, and adjustments to allowance cost items carried in the
Project budget or the Contractor’s bid amount. 
If any required item or component of the Project is omitted from the
Construction Documents, the Architect shall not be responsible for the cost of
adding such item or component to the extent that such item or component would
have been otherwise necessary to the Project or adds betterment or value to the
Project.  In no event will the Architect
be responsible for any cost or expense that provides betterment, upgrade or
enhancement to the Project.

 

3.6           The following is added to subparagraph 1.2.3.6: “The
Architect will use professional efforts to identify laws, rules, and
regulations which apply to the Project, to interpret the same in a reasonable
manner, to seek the advice of governmental officials and/or the Owner’s legal
counsel when questions of interpretation and/or applicability arise, and to
produce reports, plans, and or other documents which are consistent
therewith.  Having done so in accordance
with normal standards of good professional practice, the Architect will have met
its obligations hereunder, and will not be responsible for contrary
interpretations or determination by enforcement authorities or others.”

 

3.7           The Owner
acknowledges and agrees, and the Architect warrants and represents, that the
Architect maintains professional liability insurance in the amount of Five
Million Dollars ($5,000,000.00) on a per project basis, and that the
Architect’s liability for damages or loss of any kind and for any reason,
including, without limitation, negligence and breach of contract, shall not
exceed the greater of the Architect’s total compensation for the Project
(excluding reimbursements), or Five Million Dollars ($5,000,000.00), and the
Owner expressly and irrevocably waives its rights to seek damages from the
Architect in excess of such amount.

 

26

 

3.8           It is intended by
the parties to this Agreement that the Architect’s services in connection with
the project shall not subject the Architect’s individual employees, officers,
or directors to any personal legal exposure for the risks associated with this
Project.  Therefore, and notwithstanding
anything to the contrary contained herein, the Owner agrees that as the Owner’s
sole and exclusive remedy, any claim, demand or suit shall be directed and/or
asserted only against the Architect, a Connecticut corporation, and not against
any of the Architect’s employees, officers or directors.

 

3.9           The Owner agrees to
extend any and all liability limitations and indemnifications provided by the
Owner to the Architect to those individuals and entities the Architect retains
for performance of the services under this Agreement, including but not limited
to the Architect’s officers and employees and their heirs and assigns, as well
as the Architect’s consultants and their officers, employees, heirs and
assigns.

 

3.10         All duties and
obligations undertaken by the parties pursuant to this Agreement shall be for
the sole and exclusive benefit of the Owner and the Architect, and no third
party is intended, nor shall be deemed, an express or implied beneficiary of
this Agreement.

 

3.11         No claim or action of
any kind, regardless of form, may be brought against the Architect beyond the
first to occur of (a) one year from the date that the Owner discovered or
should have discovered the grounds for any such claim or action or (b) four
years after the date of Substantial Completion of the Project.

 

3.12         Services to be
provided under this Agreement shall include services rendered in connection
with the building shell and all interior construction elements of a “built-in”
nature.  Any and all services relating
to furnishings, fixtures and loose equipment (FF&E) provided by the
Architect shall be considered as a Change in Services and shall be paid for by
the Owner as prescribed in Article 1.5.

 

3.13         The following is
added to the end of paragraph 2.8.1: “The limits set forth above in
subparagraphs 2.8.1.1 through 2.8.1.4 represent the aggregate totals in each
category to be provided by the Architect and the Architect’s consultants.”

 

3.14         If the Architect or
any of the Architect’s consultants are requested to perform services, that
otherwise would not be required by the terms of this Agreement, then the
Architect, if it shall elect to provide such services, shall, upon prior
authorization from the Owner, proceed to provide such services.  Such services shall be considered a Change
in Services and shall be paid for by the Owner as prescribed in Article 1.5.

 

3.15         The Architect agrees, to the fullest extent permitted by
law, to indemnify and hold the Owner harmless from any damage, liability or
cost (including reasonable attorneys’ fees and costs of defense) to the extent
caused by the Architect’s negligent acts, errors or omissions in the
performance of professional services under this Agreement and those of the
Architect’s consultants or anyone for whom the Architect is legally liable and
arising from the Project that is the subject of this Agreement.  The Owner agrees, to the fullest extent
permitted by law, to indemnify and hold the Architect harmless from any damage,
liability, or cost (including  reasonable attorneys’
fees and costs of defense) to the extent caused by the Owner’s negligent acts,
errors or omissions and those for whom the Owner is legally liable, and arising
from the Project that is the subject of this Agreement.  The Architect is not obligated to indemnify
the Owner in any manner whatsoever for the

 

27

 

Owner’s own negligence, nor is the Owner obligated to indemnify the
Architect in any manner whatsoever for the Architect’s own negligence.

 

3.16         (Not used) 

 

3.17         Other than actions or
damages arising from the gross negligence or willfull misconduct of Architect,
in no event shall the Architect, nor any of its consultants, agents or
employees be liable to the Owner or to anyone claming through the Owner for any
punitive, consequential or exemplary damages arising out of or in connection
with the performance of Architect’s services under this Agreement, even if one
or both of the parties have been advised that such damages may occur.

 

3.18         The Owner agrees that
the Architect will include the following clause in the construction documents:
“The Architect’s comments made on the shop drawings, samples and/or other
submittal data (hereinafter referred to as shop drawings) during reviews do not
relieve the Contractor from compliance with requirements of the drawings and
specifications and other Contract Documents. 
Comments made which are construed by the Contractor as altering the
contract sum must be reported to the Architect and Owner immediately. No work
action may be taken until resolution and written consent of Owner.  Any work not shown on shop drawings which is
shown in the Contract Documents remains part of the project requirements.  Comments made by the Architect upon the shop
drawings do not constitute authorship on the part of the Architect.  The Architect is not responsible for
completeness of the shop drawings nor as such shall the shop drawings supersede
the requirements of the Contract Documents. The Architect’s review is for
determining general design conformance with the information given in the
Contract Documents. The Contractor is responsible for: determining quantities;
confirming and correlating dimensions; selecting fabrication processes and
techniques of construction; coordination of all of the work; overseeing safety;
and executing the work in a satisfactory manner.

 

3.19         The Owner agrees that
the Architect will include a requirement in the Construction Documents that the
Contractor will review any requests for information (RFIs) submitted by
subcontractors prior to submission to the Architect to ensure such RFIs are not
already clearly and unambiguously answered in the Contract Documents. It will
also be required in the construction documents that the Architect shall be paid
be the Contractor for the Architect’s time and expenses in reviewing RFIs which
are already clearly answered or inferable from the Contract Documents in
accordance with the Architect’s standard rates. The mechanism for such payments
by the Contractor to the Architect will be through the Owner. In the event of a
disagreement over such compensation, the judgment of the Owner’s representative
shall prevail.

 

3.20         The Owner may elect
to engage the services of third party to act as “Owner Representative” or
“Clerk of the Works” during the Construction of the Project. In that event,
such engagement shall not replace or otherwise usurp the Owner entity
designated in subparagraph 1.1.3.1 and the Owner and the Architect agree that
appropriate protocol for communication shall be established so as to avoid
conflict with subparagraph 2.6.2.4 of this Agreement or any provision of the
Contract Documents.

 

3.21         Engineering services
as described elsewhere in this Agreement as being the 

 

28

 

responsibility of the Architect shall be included as Basic Services.
The Architect shall provide such Engineering services, which the Architect
agrees shall be performed by a Registered Engineer licensed to practice in the
State of West Virginia.  Such
Engineering services shall be consistent with the scope described in Articles
2.1 through 2.9 of this Agreement.

 

3.22         With respect to
products, materials or processes containing hazardous materials such as
(without limitation) asbestos, asbestos products, polychlorinated biphenyl
(PCB), or other toxic substances, the Owner hereby agrees that no claim or
other action may be brought against the Architect, its principals, employees,
agents or consultants if such claim or action is based on, relates to, or
otherwise arises out of the Architect’s performance of or failure to perform
services in connection with the investigation, detection, abatement,
replacement or removal of such hazardous materials or processes unless it
arises out of the gross negligence, intentional tort, or willful misconduct of
Architect.  The Owner further agrees to
indemnify and to hold the Architect and its principals, employees, agents and consultants
harmless from and against any and all manner of actions, suits, claims,
liabilities, obligations, losses, damages, costs, and expenses (including
attorney’s fees) to which the Architect may be subject as a result of, in
connection with or arising out of any such claim or action brought by any third
party.

 

3.23         The Owner understands
and agrees that products or building materials which are permissible under
current building codes, practices and ordinances may, at some future date, be
banned or limited in use in the construction industry because of presently
unknown hazardous or defective characteristics.  The Architect shall use professional efforts, during the term of
this Agreement, to inform the Owner of any product or material specified for this
project which the Architect becomes aware is a known or suspected health or
safety hazard, or is otherwise defective (“Potentially Hazardous
Products”).  The Owner agrees that if
the Owner directs the Architect to specify any product or material, after the
Architect has informed the Owner that such product or material may not be
suitable or may embody characteristics that are suspected of causing or may
cause the product or material to be considered a hazardous or defective
substance in the future, the Owner waives all claims as a result thereof
against the Architect.  The Owner
further agrees that if any product or material specified for this Project by
the Architect shall, at any future date, after Architect has used its
professional efforts to identify such Potentially Hazardous Products, be suspected
or discovered to be a health or safety hazard, or otherwise defective, then the
Owner shall waive all claims as a result thereof against the Architect.  In addition, the Owner agrees, to the
fullest extent permitted by law, to indemnify and hold the Architect harmless
from any damage, liability or cost (including reasonable attorney’s fees and
defense costs) arising in any way from the specification or use of any products
or materials which, at any future date, after Architect has used its professional
efforts to identify such Potentially Hazardous Products, become known or
suspected health or safety hazards, or defective, whether unknown to the
Architect during the term of this Agreement or of which the Architect has
warned the Owner, excepting only those damages, liabilities or cost
attributable to the gross negligence, intentional tort or willful misconduct of
the Architect.

 

3.24         Notwithstanding
anything to the contrary in paragraphs 1.3.4 or 1.3.5, any mediation or
arbitration proceeding arising out of or relating to this Agreement shall be
held at a site manually agreeable to the parties to this Agreement, and failing
such Agreement, at a site

 

29

 

chosen by the Mediator or 

Arbitrator, as the case may be.

 

3.25         Notwithstanding
anything to the contrary in paragraph 1.2.2 if the Owner is either a general or
limited partnership, all of the Owner’s general partners shall be deemed a
party to this Agreement, and any or all of such general partners may be named
parties to any mediation or arbitration held pursuant to this Agreement.

 

3.26         Upon the Architect’s
request, the Owner shall provide proof of its authorization to enter into this
Agreement and proof of the authority of the undersigned to execute this
Agreement on behalf of the Owner, all in a form satisfactory to the
Architect.  Upon the Owner’s request,
the Architect shall provide proof of its authorization to enter into this
Agreement and proof of the authority of the undersigned to execute this
Agreement on behalf of the Architect, all in a form satisfactory to the Owner.

 

3.27         Services provided by
the Architect under this Agreement will be performed in a manner consistent
with that degree of care and skill ordinarily exercised by members of the same
profession currently practicing under similar circumstances.

 

3.28         The Architect is not
responsible for delays caused by factors beyond the Architect’s reasonable
control, including but not limited to delays because of strikes, lockouts, work
slowdowns or stoppages, accidents, acts of God, failure of any governmental or
other regulatory authority to act in a timely manner, failure of the Owner to
furnish timely information or approve or disapprove of the Architect’s services
or work product promptly, or delays caused by faulty performance by the Owner
or by contractors of any level. When such delays beyond the Architect’s
reasonable control occur, the Owner agrees the Architect is not responsible for
damages other than those attributable to the gross negligence, intentional
tort, or willful misconduct of Architect, nor shall the Architect be deemed to
be in default of this Agreement.

 

3.29         In consideration of
the benefits to the Owner of employing the fast track process (in which some of
the Architect’s design services overlap the construction work and are out of
sequence with the traditional project delivery method), and in recognition of
the inherent risks of fast tracking to the Architect, the Owner agrees to
compensate the Architect for all Changes in Services required to modify,
correct, or adjust the Construction Documents and coordinate them in order to
meet the Owner’s program requirements resulting from the Owner’s to construct
decision, the Project in a fast track manner.

 

3.30         Neither the professional
activities of the Architect, nor the presence of the Architect or the
Architect’s employees and consultants at a construction site, shall relieve the
General Contractor or Construction Manager and any other entity of their
obligations, duties and responsibilities including, but not limited to
construction means, methods, sequence, techniques or coordinating all portions
of the Work of construction in accordance with the contract documents and any
health or safety precautions required by any regulatory agencies. The Architect
and the Architect’s personnel have no authority to exercise any control over
any construction contractor or other entity or their employees in connection
with their work or any health or safety precautions. The Owner agrees that the
General Contractor or Construction Manager is solely responsible for jobsite
safety, and

 

30

 

warrants that this intent shall be made evident in the Owner’s
agreement with the General Contractor, or Construction Manager.  The Owner also agrees that the Owner, the
Architect and the Architect’s consultants shall be made additional insureds
under the General Contractor’s or Construction Manager’s general liability insurance
policy.

 

3.31         The Architect shall assist
the Owner in applying for those permits and approvals typically required by law
for projects similar to the one for which the Architect’s services are being
engaged.  This assistance consists of
completing and submitting forms as to the results of certain work included in
the scope of services.  This assistance
does not include, however, special studies, special research, attendance at
meetings with public authorities for more than the $12,000.00 allowance stipulated
in the attached exhibit entitled: “Wheeling Downs Racetrack & Gaming
Center, Phase II A/E Design Cost Schedule” dated 6 March 2002, special testing
or special documentation not normally required for this type of project.  The Architect will provide such special
services as a Change in Service to be authorized by the Owner.

 

3.32         (Not used)

 

3.33         (Not used)

 

3.34         (Not used)

 

3.35         In the event the
Owner consents to, allows, authorizes or approves of changes to any plans,
specifications or other construction documents, and these changes are not
approved in writing by the Architect, the Owner recognizes that such changes
and the results thereof are not the responsibility of the Architect.  Therefore, the Owner agrees to release the
Architect from any liability arising from the construction, use or result of
such changes. In addition, the Owner agrees to the fullest extent permitted by
law, to indemnify and hold the Architect harmless from any damage, liability or
cost (including reasonable attorney’s fees and costs of defense) arising from
such changes, except only those damages, liabilities and costs arising from the
gross negligence, intentional tort or willful misconduct of the Architect.

 

3.36         If the Owner retains
the services of a Value Engineer (VE) to review the Construction Documents prepared
for this project by the Architect, it shall be at the Owner’s sole expense and
shall be performed in a timely manner so as not to delay the orderly progress
of the Architect’s services. All recommendations of the VE shall be given to
the Architect for review, and adequate time will be provided for the Architect
to respond to these recommendations. The architect shall be compensated as a
Change in Service, as provided for herein, for all time spent to review the
recommendations of the VE and to incorporate those accepted by both the Owner
and the Architect.  If the Architect
objects to any recommendations made by the VE, the Architect shall so state in
writing to the Owner, along with the Architect’s reasons for its
objection.  If the Owner insists on incorporating
in the Construction Documents any changes to which the Architect has objected
in writing, the Owner agrees to the fullest extent permitted by law, to
indemnify and hold the Architect harmless from any damage, liability or cost
(including reasonable attorneys’ fees and costs of defense) which arise in
connection with or as a result of the incorporation of such design changes
insisted upon by the Owner.

 

31

 

3.37         In accepting and utilizing any drawings or other data on any
form of electronic media generated and provided by the Architect, the Owner
covenants and agrees that all such drawings and data are instruments of service
of the Architect, who shall be deemed the author of the drawings and data, and
shall retain all common law, statutory law and other rights, including
copyrights.  The electronic files
submitted by the Architect to the Owner are submitted for an acceptance period
of seven (7) days.  Any defects the
Owner discovers during this period will be reported to the Architect and will
be corrected as part of the Architect’s Basic Scope of Services.  Correction of defects detected and reported
after the acceptance period will be compensated for as Additional Services.

 

The Owner further agrees not to use these drawings and data, in whole
or in part, for any purpose or project other than the Project which it is the
subject of this Agreement, except as permitted under Section 1.3.2.5
hereof.  The Owner agrees to waive all
claims against the Architect resulting in any way from any unauthorized changes
or reuse of the drawings and data for this Project or any other project by
anyone other than the Architect.

 

In addition, the Owner agrees, to the fullest extent permitted by law,
to indemnify and hold the Architect harmless from any damage, liability or
cost, including reasonable attorney’s fees and costs of defense, arising from
any changes made by anyone other than the Architect or from any reuse of the
drawings and data without the prior written consent of the Architect.

 

Under no circumstances shall transfer of the drawings and other
instruments of service on electronic media for use by the Owner be deemed a
sale by the Architect, and the Architect makes no warrants, either express or
implied of merchantability and fitness for any particular purpose.

 

Notwithstanding anything in this Agreement to the contrary, Owner may
request and Architect shall provide, the Instruments of Service in electronic
media form (AutoCAD 2000), and unless otherwise agreed upon in writing between
Owner and Architect, any Instruments of Service in electronic media form shall
be subject to paragraph 1.3.2.5 et seq. of this Agreement.

 

3.38         The Americans with
Disabilities Act (ADA) provides that it is a violation of the ADA to design and
construct a facility for first occupancy later than January 26, 1993, that does
not meet the accessibility and usability requirements.  The Owner acknowledges that the requirements
of the ADA will be the subject to various and possibly contradictory
interpretations.

 

ADA also requires the removal of architectural barriers in existing
facilities where such removal is readily achievable.  The Owner acknowledges that the definition of “readily
achievable” contained in the ADA is flexible and subject to interpretation on a
case-by-case basis.

 

Further, ADA provides that alterations to a facility must be made in
such a manner that, to the maximum extent feasible, the altered portions of the
facility are readily accessible to and by individuals with disabilities.  The Owner acknowledges that the requirements
of the ADA will be subject to various and possibly contradictory
interpretations.

 

32

 

The Architect, therefore, will use reasonable professional efforts to
interpret applicable ADA requirements and other federal, state and local laws,
rules, codes, ordinances and regulations as they apply to the project.  The Architect, however, cannot and does not
warrant or guarantee that the Owner’s project will comply with interpretations
of the ADA requirements and/or the requirements of other federal, state and
local laws, rules, codes, ordinances and regulations as they apply to the
Project.

 

It is recognized that the Owner
faces certain obligations under the Americans with Disabilities Act (ADA) that
could affect the design of this Project. 
It is further recognized that the ADA is federal civil rights
legislation that is not part of, or known to be compatible with, state or local
law, codes, and regulations governing construction.  Consequently, the Architect will be unable to make
recommendations or professional determinations that will ensure compliance with
the ADA or guarantee that all design decisions will conform to the ADA standard
of “reasonable accommodation.”  The
Architect strongly advises the Owner to obtain appropriate legal counsel with
respect to compliance with the ADA.

 

The Architect will endeavor to
design for accessibility by the disabled in conformance with any applicable
provisions in or references by applicable state or local building codes.  The Architect further agrees to include in
the design such provisions for the disabled as the Owner may request in
response to the ADA, provided such requests are timely made, technically
achievable, and in conformance with all other pertinent codes and regulations.

 

3.39         (Not used)

 

3.40         If the Architect for any reason does not complete all the
services contemplated by this Agreement, the Architect shall not be responsible
for the accuracy, completeness or workability of the Contract Documents
prepared by the Architect changed or completed by the Owner or by another
party.  Accordingly, the Owner agrees,
to the fullest extent permitted by law, to indemnify and hold the Architect
harmless from any claim, liability or cost (including reasonable attorneys'
fees and defense costs) for injury or loss arising or allegedly arising from
such completion or any unauthorized changes made by any party to any contract
documents prepared by the Architect.

 

3.41         Both parties acknowledge and agree that this Agreement has
been freely negotiated by both parties, and that, in any dispute over the
meaning, interpretation, validity or enforceability of this Agreement or any of
its terms or conditions, there shall be no presumption whatsoever against
either party by virtue of that party having drafted this Agreement or any
portion thereof.

 

33

 

By its execution, this Standard Form of
Architect’s Services:  Design and
Contract Administration and modifications hereto are incorporated into the
Standard Form of Agreement Between the Owner and Architect, AIA Document
B141-1997, that was entered into by the parties as of the date: 14 March
2002.

 

	
  /s/ Terry C. Burton

  	
   

  	
  /s/ Peter N. Stevens

  	
   

  
	
  OWNER (Signature)

  	
  ARCHITECT (Signature)

  
	
  Terry C. Burton, Asst. General Counsel  

  Wheeling Island Gaming,
  Inc.

  	
  Peter N. Stevens

  President

  
	
  (Printed name and title)

  	
  (Printed name and title)

  

 

34

 

ATTACHMENT I                                        1997
Edition - Electronic Format

 

AIA Document A201 - 1997

 

General Conditions of the Contract for
Construction

 

TABLE
OF ARTICLES

 

1.             GENERAL PROVISIONS

 

2.             OWNER

 

3.             CONTRACTOR

 

4.             ADMINISTRATION OF THE CONTRACT

 

5.             SUBCONTRACTORS

 

6.             CONSTRUCTION BY OWNER OR BY
SEPARATE CONTRACTORS

 

7.             CHANGES IN THE WORK

 

8.             TIME

 

9.             PAYMENTS AND COMPLETION

 

10.           PROTECTION OF PERSONS AND PROPERTY

 

11.           INSURANCE AND BONDS

 

12.           UNCOVERING AND CORRECTION OF WORK

 

13.           MISCELLANEOUS PROVISIONS

 

14.           TERMINATION OR SUSPENSION OF THE
CONTRACT

 

INDEX

	
  Acceptance
  of Nonconforming Work

          9.6.6, 9.9.3, 12.3

  	
  
      9.5.1, 10.2.5, 13.4.2, 13.7, 14.1

  
	
  Acceptance
  of Work

          9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3

  	
  Addenda

        1.1.1, 3.11

  
	
  Access to
  Work

          3.16, 6.2.1, 12.1

  	
  Additional Costs, Claims for

        4.3.4, 4.3.5, 4.3.6,
  6.1.1, 10.3

  
	
  Accident
  Prevention

          4.2.3, 10

  	
  Additional Inspections and Testing

        9.8.3, 12.2.1, 13.5

  
	
  Acts and
  Omissions

          3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.8,
  4.4.1, 8.3.1,

  	
  Additional Time, Claims for

        4.3.4, 4.3.7, 8.3.2

  
	
   

  	
  ADMINISTRATION OF THE CONTRACT

        3.1.3, 4, 9.4, 9.5

  

 

	
  THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES.  CONSULTATION WITH AN ATTORNEY IS
  ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION.  AUTHENTICATION OF THIS ELECTRONICALLY
  DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401.

  
	
   

  
	
  This document has been approved and endorsed by The Associated
  General Contractors of America.

  
	
   

  
	
  [LOGO]

  
	
   

  
	
  © 1997 AIA®

  AIA DOCUMENT A201 - 1997

  GENERAL CONDITIONS OF THE

  CONTRACT FOR CONSTRUCTION

  
	
   

  
	
  The American
  Institute of Architects

  1735 New York Avenue, N.W.

  Washington, D.C. 20006-5292

  

 

©  Copyright 1911, 1915, 1918, 1925, 1937,
1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 1997 by The American
Institute of Architects.  Fifteenth
Edition.  Reproduction of the material
herein or substantial quotation of its provisions without written permission of
the AIA violates the copyright laws of the United States and will subject the
violate to legal prosecution.  WARNING:
Unlicensed photocopying violates U.S. copyright laws and will subject the
violator to legal prosecution.  This
document was electronically produced with permission of the AIA and can be
reproduced in accordance with your license without violation until the date of
expiration as noted below. expiration as noted below.  User Document:
wheeling-generalconditions-final-06192002-with-font-corrected.aia —
6/19/2002.  AIA License Number 1006422,
which expires on 1/15/2003.

 

35

 

	
  Advertisement
  or Invitation to Bid

  1.1.1

  Aesthetic
  Effect

  4.2.13, 4.5.1

  Allowances

  3.8

  All-risk
  Insurance

  11.4.1.1

  Applications
  for Payment

  4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5,

  9.10, 11.1.3, 14.2.4, 14.4.3

  Approvals

  2.4, 3.1.3, 3.5, 3.10.2, 3.12, 4.2.7, 9.3.2, 13.4.2,

  13.5

  Arbitration

  4.3.3, 4.4, 4.5.1, 4.5.2, 4.6, 8.3.1, 9.7.1, 11.4.9, 11.4.10

  Architect

  4.1

  Architect,
  Definition of

  4.1.1

  Architect,
  Extent of Authority

  2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6,

  7.4, 9.2, 9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1,

  12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4

  Architect,
  Limitations of Authority and

  Responsibility

  2.1.1, 3.3.3, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1,

  4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 

  4.4, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6

  Architect’s
  Additional Services and Expenses

  2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4

  Architect’s
  Administration of the Contract

  3.1.3, 4.2, 4.3.4, 4.4, 9.4, 9.5

  Architect’s
  Approvals

  2.4, 3.1.3, 3.5.1, 3.10.2, 4.2.7

  Architect’s
  Authority to Reject Work

  3.5.1, 4.2.6, 12.1.2, 12.2.1

  Architect’s
  Copyright

  1.6

  Architect’s
  Decisions

  4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1,

  4.4.5, 4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2,

  9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4

  Architect’s
  Inspections

  4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5

  Architect’s
  Instructions

  3.2.3, 3.3.1, 4.2.6, 4.2.7, 4.2.8, 7.4.1, 12.1, 13.5.2

  Architect’s
  Interpretations

  4.2.11, 4.2.12, 4.3.6

  Architect’s
  Project Representative

  4.2.10

  Architect’s
  Relationship with Contractor

  1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.3, 3.4.2,

  3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 

  4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2,

  	
  9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3,

  11.4.7, 12, 13.4.2, 13.5

  Architect’s
  Relationship with Subcontractors

  1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.4.7

  Architect’s
  Representations

  9.4.2, 9.5.1, 9.10.1

  Architect’s
  Site Visits

  4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2,

  9.10.1, 13.5

  Asbestos

  10.3.1

  Attorneys’
  Fees

  3.18.1, 9.10.2, 10.3.3

  Award of
  Separate Contracts

  6.1.1, 6.1.2

  Award of
  Subcontracts and Other Contracts for

  Portions of
  the Work

  5.2

  Basic
  Definitions

  1.1

  Bidding
  Requirements

  1.1.1, 1.1.7, 5.2.1, 11.5.1

  Boiler and
  Machinery Insurance

  11.4.2

  Bonds, Lien

  9.10.2

  Bonds,
  Performance, and Payment

  7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

  Building
  Permit

  3.7.1

  Capitalization

  1.3

  Certificate
  of Substantial Completion

  9.8.3, 9.8.4, 9.8.5

  Certificates
  for Payment

  4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1,

  9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4

  Certificates
  of Inspection, Testing or Approval

  13.5.4

  Certificates
  of Insurance

  9.10.2, 11.1.3

  Change
  Orders

  1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8,

  4.3.4, 4.3.9, 5.2.3, 7.1, 7.2, 7.3, 8.3.1, 9.3.1.1,

  9.10.3, 11.4.1.2, 11.4.4, 11.4.9, 12.1.2

  Change
  Orders, Definition of

  7.2.1

  CHANGES IN
  THE WORK

  3.11, 4.2.8, 7, 8.3.1, 9.3.1.1, 11.4.9

  Claim,
  Definition of

  4.3.1

  Claims and
  Disputes

  3.2.3, 4.3, 4.4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3,

  9.10.4, 10.3.3

  Claims and
  Timely Assertion of Claims

  

 

36

 

	
  4.6.5

  Claims for
  Additional Cost

  3.2.3, 4.3.4, 4.3.5, 4.3.6, 6.1.1, 7.3.8, 10.3.2

  Claims for
  Additional Time

  3.2.3, 4.3.4, 4.3.7, 6.1.1, 8.3.2, 10.3.2

  Claims for
  Concealed or Unknown Conditions

  4.3.4

  Claims for
  Damages

  3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3,

  11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4

  Claims
  Subject to Arbitration

  4.4.1, 4.5.1, 4.6.1

  Cleaning Up

  3.15, 6.3

  Commencement
  of Statutory Limitation Period

  13.7

  Commencement
  of the Work, Conditions

  Relating to

  2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1, 5.2.3,
  6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.4.1, 11.4.6, 11.5.1

  Commencement
  of the Work, Definition of

  8.1.2

  Communications
  Facilitating Contract

  Administration

  3.9.1, 4.2.4

  Completion,
  Conditions Relating to

  1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 

  9.9.1, 9.10, 12.2, 13.7, 14.1.2

  COMPLETION,
  PAYMENTS AND

  9

  Completion,
  Substantial

  4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 

  9.9.1, 9.10.3, 9.10.4.2, 12.2, 13.7

  Compliance
  with Laws

  1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8,

  4.6.4, 4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4,

  13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3

  Concealed or
  Unknown Conditions

  4.3.4,
  8.3.1, 10.3

  Conditions
  of the Contract

  1.1.1,
  1.1.7, 6.1.1, 6.1.4

  Consent,
  Written

  1.6, 3.4.2,
  3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2,

  9.8.5,
  9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2

  CONSTRUCTION
  BY OWNER OR BY

  SEPARATE
  CONTRACTORS

  1.1.4, 6

  Construction
  Change Directive, Definition of

  7.3.1

  Construction
  Change Directives

  1.1.1, 3.12.8, 4.2.8, 4.3.9, 7.1, 7.3, 9.3.1.1

  Construction
  Schedules, Contractor’s

  1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3

  	
  Contingent
  Assignment of Subcontracts

  5.4, 14.2.2.2

  Continuing
  Contract Performance

  4.3.3

  Contract,
  Definition of

  1.1.2

  CONTRACT,
  TERMINATION OR

  SUSPENSION
  OF THE

  5.4.1.11, 11.4.9, 14

  Contract
  Administration

  3.1.3, 4, 9.4, 9.5

  Contract
  Award and Execution, Conditions

  Relating to

  3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.4.6, 11.5.1

  Contract
  Documents, The

  1.1, 1.2

  Contract
  Documents, Copies Furnished and Use

  of

  1.6, 2.2.5, 5.3

  Contract
  Documents, Definition of

  1.1.1

  Contract Sum

  3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.4, 9.1,

  9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4,

  14.3.2

  Contract
  Sum, Definition of

  9.1

  Contract
  Time

  4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7.4, 8.1.1,

  8.2, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2

  Contract
  Time, Definition of

  8.1.1

  CONTRACTOR

  3

  Contractor,
  Definition of

  3.1, 6.1.2

  Contractor’s
  Construction Schedules

  1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3

  Contractor’s
  Employees

  3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2,

  10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1

  Contractor’s
  Liability Insurance

  11.1

  Contractor’s
  Relationship with Separate

  Contractors
  and Owner’s Forces

  3.12.5, 3.14.2, 4.2.4, 6.11.4.7, 12.1.2, 12.2.4

  Contractor’s
  Relationship with Subcontractors

  1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 

  11.4.1.2, 11.4.7, 11.4.8

  Contractor’s
  Relationship with the Architect

  1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2,

  3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 

  4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 

  9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3,

   

  

 

37

 

	
  11.4.7, 12, 13.4.2, 13.5

  Contractor’s
  Representations

  1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2

  Contractor’s
  Responsibility for Those

  Performing
  the Work

  3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1,

  10

  Contractor’s
  Review of Contract Documents

  1.5.2, 3.2, 3.7.3

  Contractor’s
  Right to Stop the Work

  9.7

  Contractor’s
  Right to Terminate the Contract

  4.3.10, 14.1

  Contractor’s
  Submittals

  3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3,

  9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.5.2

  Contractor’s
  Superintendent

  3.9, 10.2.6

  Contractor’s
  Supervision and Construction

  Procedures

  1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,

  6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14

  Contractual
  Liability Insurance

  11.1.1.8, 11.2, 11.3

  Coordination
  and Correlation

  1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1

  Copies
  Furnished of Drawings and

  Specifications

  1.6, 2.2.5, 3.11

  Copyrights

  1.6, 3.17

  Correction
  of Work

  2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1,

  12.1.2, 12.2, 13.7.1.3

  Correlation
  and Intent of the Contract

  Documents

  1.2

  Cost,
  Definition of

  7.3.6

  Costs

  2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6.1.1,

  6.2.3, 7.3.3.3, 7.3.6, 7.3.7, 7.3.8, 9.10.2, 10.3.2,

  10.5, 11.3, 11.4, 12.1, 12.2.1, 12.2.4, 13.5.14

  Cutting and
  Patching

  6.2.5, 3.14

  Damage to
  Construction of Owner or Separate

  Contractors

  3.14.2, 6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1,

  11.4, 12.2.4

  Damage to
  the Work

  3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4

  Damage,
  Claims for

  3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3,

  11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4

  Damages for
  Delay

  6.1.1, 8.3.3, 9.5, 1.6, 9.7, 10.3.2

  	
  Date of
  Commencement of the Work,

  Definition
  of

  8.1.2

  Date of
  Substantial Completion, Definition of

  8.1.3

  Day,
  Definition of

  8.1.4

  Decision of
  the Architect

  4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1,

  4.4.5, 4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2,

  9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4

  Decisions to
  Withhold Certification

  9.4.1, 9.5, 9.7, 14.1.1.3

  Defective or
  Nonconforming Work, Acceptance,

  Rejection
  and Correction of

  2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6,

  9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3

  Defective
  Work, Definition of

  3.5.1

  Definitions

  1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1,

  4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3.6, 8.1, 9.1, 9.8.1

  Delays and
  Extensions of Time

  3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1,

  7.4.1, 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

  Disputes

  4.1.4, 4.3, 4.4, 4.5, 4.6, 6.3, 7.3.8

  Documents
  and Samples at the Site

  3.11

  Drawings,
  Definition of

  1.1.5

  Drawings and
  Specifications, Use and

  Ownership of

  1.1.1, 1.3, 2.2.5, 3.11, 5.3

  Effective
  Date of Insurance

  8.2.2, 11.1.2

  Emergencies

  4.3.5, 10.6, 14.1.1.2

  Employees,
  Contractor’s

  3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2,

  10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1

  Equipment,
  Labor, Materials and

  1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1,

  4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3,

  9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2

  Execution
  and Progress of the Work

  1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5, 3.7,

  3.10, 3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2, 7.1.3,

  7.3.4, 8.2, 9.5, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3

  Extensions
  of Time

  3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3,

  7.4.1, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

  Failure of
  Payment

  4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6

  Faulty Work

  

 

38

 

	
  (See Defective or Nonconforming Work)

  Final
  Completion and Final Payment

  4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1

  11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3

  Financial
  Arrangements, Owner’s

  2.2.1, 13.2.2, 14.1.1.5

  Fire and
  Extended Coverage Insurance

  11.4

  GENERAL
  PROVISIONS

  1

  Governing
  Law

  13.1

  Guarantees
  (See Warranty)

  Hazardous
  Materials

  10.2.4, 10.3, 10.5

  Identification
  of Contract Documents

  1.5.1

  Identification
  of Subcontractors and Suppliers

  5.2.1

  Indemnification

  3.17, 3.18, 9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7

  Information
  and Services Required of the Owner

  2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3,

  6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3,

  10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4

  Injury or
  Damage to Person or Property

  4.3.8, 10.2, 10.6

  Inspections

  3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.2,

  9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5

  Instructions
  to Bidders

  1.1.1

  Instructions
  to the Contractor

  3.2.3, 3.3.1, 3.8.1, 4.2.8, 5.2.1, 7, 12, 8.2.2, 13.5.2

  Insurance

  3.18.1, 6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1,

  9.10.2, 9.10.5, 11

  Insurance,
  Boiler and Machinery

  11.4.2

  Insurance,
  Contractor’s Liability

  11.1

  Insurance,
  Effective Date of

  8.2.2, 11.1.2

  Insurance,
  Loss of Use

  11.4.3

  Insurance,
  Owner’s Liability

  11.2

  Insurance,
  Project Management Protective

  Liability

  11.3

  Insurance,
  Property

  10.2.5, 11.4

  Insurance,
  Stored Materials

  9.3.2, 11.4.1.4

  	
  INSURANCE
  AND BONDS

  11

  Insurance
  Companies, Consent to Partial

  Occupancy

  9.9.1, 11.4.1.5

  Insurance
  Companies, Settlement with

  11.4.10

  Intent of
  the Contract Documents

  1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4

  Interest

  13.6

  Interpretation

  1.2.3, 1.4, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4

  Interpretations,
  Written

  4.2.11, 4.2.12, 4.3.6

  Joinder and
  Consolidation of Claims Required

  4.6.4

  Judgment on
  Final Award

  4.6.6

  Labor and
  Materials, Equipment

  1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13,

  3.15.1, 42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3,

  9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2

  Labor
  Disputes

  8.3.1

  Laws and
  Regulations

  1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6,

  9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1,

  13.5.2, 13.6, 14

  Liens

  2.1.2, 4.4.8, 8.2.2, 9.3.3, 9.10

  Limitation
  on Consolidation or Joinder

  4.6.4

  Limitations,
  Statutes of

  4.6.3, 12.2.6, 13.7

  Limitations
  of Liability

  2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17, 3.18, 

  4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 

  9.10.4, 10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 

  13.4.2

  Limitations
  of Time

  2.1.2,
  2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 

  4.2.7, 4.3.4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 

  7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 

  9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 

  13.7, 14

  Loss of Use
  Insurance

  11.4.3

  Material
  Suppliers

  1.6, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6,

  9.10.5

  Materials
  Hazardous

  10.2.4, 10.3, 10.5

  Materials,
  Labor, Equipment and

  1.1.3,
  1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13,

  

 

39

 

	
  3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 

  9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2

  Means,
  Methods, Techniques, Sequences and Procedures of Construction

  3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2

  Mechanic’s
  Lien

  4.4.8

  Mediation

  4.4.1, 4.4.5, 4.4.6, 4.4.8, 4.5, 4.6.1, 4.6.2, 8.3.1, 

  10.5

  Minor
  Changes in the Work

  1.1.1, 3.12.8, 4.2.8, 4.3.6, 7.1, 7.4

  MISCELLANEOUS
  PROVISIONS

  13

  Modifications,
  Definition of

  1.1.1

  Modifications
  to the Contract

  1.1.1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 

  10.3.2, 11.4.1

  Mutual
  Responsibility

  6.2

  Nonconforming
  Work, Acceptance of

  9.6.6, 9.9.3, 12.3

  Nonconforming
  Work, Rejection and

  Correction
  of

  2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3,

  9.10.4, 12.2.1, 13.7.1.3

  Notice

  2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 

  4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 11.1.3, 

  11.4.6, 12.2.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2

  Notice,
  Written

  2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8,

  4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3,

  11.4.6, 12.2.2, 12.2.4, 13.3, 14

  Notice of
  Testing and Inspections

  13.5.1, 13.5.2

  Notice to
  Proceed

  8.2.2

  Notices,
  Permits, Fees and

  2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2

  Observations,
  Contractor’s

  1.5.2, 3.2, 3.7.3, 4.3.4

  Occupancy

  2.2.2, 9.6.6, 9.8, 11.4.1.5

  Orders,
  Written

  1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2,

  13.5.2, 14.3.1

  OWNER

  2

  Owner,
  Definition of

  2.1

  Owner,
  Information and Services Required of

  the

  	
  2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 

  6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 

  11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4

  Owner’s
  Authority

  1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 

  4.1.2, 4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1, 5.2.4, 

  5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 

  9.5.1, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, 

  11.4.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4

  Owner’s
  Financial Capability

  2.2.1, 13.2.2, 14.1.1.5

  Owner’s
  Liability Insurance

  11.2

  Owner’s Loss
  of Use Insurance

  11.4.3

  Owner’s
  Relationship with Subcontractors

  1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2

  Owner’s
  Right to Carry Out the Work

  2.4, 12.2.4, 14.2.2.2

  Owner’s
  Right to Clean Up

  6.3

  Owner’s
  Right to Perform Construction and to

  Award
  Separate Contracts

  6.1

  Owner’s
  Right to Stop the Work

  2.3

  Owner’s
  Right to Suspend the Work

  14.3

  Owner’s
  Right to Terminate the Contract

  14.2

  Ownership
  and Use of Drawings, Specifications and Other Instruments of Service

  1.1.1, 1.6, 2.2.5, 3.2.1, 3.11.1, 3.17.1, 4.2.12, 5.3

  Partial
  Occupancy or Use

  9.6.6, 9.9, 11.4.1.5

  Patching,
  Cutting and

  3.14, 6.2.5

  Patents

  3.17

  Payment,
  Applications for

  4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1,

  9.8.5, 9.10.1, 9.10.3, 9.10.5, 11.1.3, 14.2.4, 14.4.3

  Payment,
  Certificates for

  4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1,

  9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4

  Payment,
  Failure of

  4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6

  Payment,
  Final

  4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 

  11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3

  Payment
  Bond, Performance Bond and

  7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

  Payment,
  Progress

  4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3

   

  

 

40

 

	
  PAYMENTS AND
  COMPLETION

  9

  Payments to
  Subcontractors

  5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8,

  14.2.1.2

  PCB

  10.3.1

  Performance
  Bond and Payment Bond

  7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

  Permits,
  Fees and Notices

  2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2

  PERSONS AND
  PROPERTY, PROTECTION

  OF

  10

  Polychlorinated
  Biphenyl

  10.3.1

  Product
  Data, Definition of

  3.12.2

  Product Data
  and Samples, Shop Drawings

  3.11, 3.12, 4.2.7

  Progress and
  Completion

  4.2.2, 4.3.3, 8.2, 9.8, 9.9.1, 14.1.4

  Progress
  Payments

  4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3

  Project,
  Definition of the

  1.1.4

  Project
  Management Protective Liability

  Insurance

  11.3

  Project
  Manual, Definition of the

  1.1.7

  Project Manuals

  2.2.5

  Project
  Representatives

  4.2.10

  Property
  Insurance

  10.2.5, 11.4

  PROTECTION
  OF PERSONS AND

  PROPERTY

  10

  Regulations
  and Laws

  1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6,

  9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1,

  13.5.2, 13.6, 14

  Rejection of
  Work

  3.5.1, 4.2.6, 12.2.1

  Releases and
  Waivers of Liens

  9.10.2

  Representations

  1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 

  9.8.2, 9.10.1

  Representatives

  2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.1.1, 5.1.2,

  13.2.1

  	
  Resolution
  of Claims and Disputes

  4.4, 4.5, 4.6

  Responsibility
  for Those Performing the Work

  3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 

  10

  Retainage

  9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3

  Review of
  Contract Documents and Field

  Conditions
  by Contractor

  1.5.2, 3.2, 3.7.3, 3.12.7, 6.1.3

  Review of
  Contractor’s Submittals by Owner and Architect

  3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2

  Review of
  Shop Drawings, Product Data and

  Samples by
  Contractor

  3.12

  Rights and
  Remedies

  1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4.6, 

  5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 

  12.2.2, 12.2.4, 13.4, 14

  Royalties,
  Patents and Copyrights

  3.17

  Rules and
  Notices for Arbitration

  4.6.2

  Safety of
  Persons and Property

  10.2, 10.6

  Safety
  Precautions and Programs

  3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.6

  Samples,
  Definition of

  3.12.3

  Samples,
  Shop Drawings, Product Data and

  3.11, 3.12, 4.2.7

  Samples at
  the Site, Documents and

  3.11

  Schedule of
  Values

  9.2, 9.3.1

  Schedules,
  Construction

  1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3

  Separate
  Contracts and Contractors

  1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8.3.1,

  11.4.7, 12.1.2, 12.2.5

  Shop
  Drawings, Definition of

  3.12.1

  Shop
  Drawings, Product Data and Samples

  3.11, 3.12, 4.2.7

  Site, Use of

  3.13, 6.1.1, 6.2.1

  Site
  Inspections

  1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1, 

  13.5

  Site Visits,
  Architect’s

  4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5

  Special
  Inspections and Testing

  4.2.6, 12.2.1, 13.5

  Specifications,
  Definition of the

  

 

41

 

	
  1.1.6

  Specifications,
  The

  1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17

  Statute of
  Limitations

  4.6.3, 12.2.6, 13.7

  Stopping the
  Work

  2.3, 4.3.6, 9.7, 10.3, 14.1

  Stored
  Materials

  6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4

  Subcontractor,
  Definition of

  5.1.1

  SUBCONTRACTORS

  5

  Subcontractors,
  Work by

  1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2,

  9.6.7

  Subcontractual
  Relations

  5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 11.4.7, 11.4.8,

  14.1, 14.2.1, 14.3.2

  Submittals

  1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2,

  9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3

  Subrogation,
  Waivers of

  6.1.1, 11.4.5, 11.4.7

  Substantial
  Completion

  4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3,

  9.10.4.2, 12.2, 13.7

  Substantial
  Completion, Definition of

  9.8.1

  Substitution
  of Subcontractors

  5.2.3, 5.2.4

  Substitution
  of Architect

  4.1.3

  Substitutions
  of Materials

  3.4.2, 3.5.1, 7.3.7

  Sub-subcontractor,
  Definition of

  5.1.2

  Subsurface
  Conditions

  4.3.4

  Successors
  and Assigns

  13.2

  Superintendent

  3.9, 10.2.6

  Supervision
  and Construction Procedures

  1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,

  6.2.4, 7.1.3, 7.3.6, 8.2, 8.3.1, 9.4.2, 10, 12, 14

  Surety

  4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2

  Surety, Consent
  of

  9.10.2, 9.10.3

  Surveys

  2.2.3

  Suspension
  by the Owner for Convenience

  14.4

  Suspension
  of the Work

  	
  5.4.2, 14.3

  Suspension
  or Termination of the Contract

  4.3.6, 5.4.1.1, 11.4.9, 14

  Taxes

  3.6, 3.8.2.1, 7.3.6.4

  Termination
  by the Contractor

  4.3.10, 14.1

  Termination
  by the Owner for Cause

  4.3.10, 5.4.1.1, 14.2

  Termination
  of the Architect

  4.1.3

  Termination
  of the Contractor

  14.2.2

  TERMINATION
  OR SUSPENSION OF THE CONTRACT

  14

  Tests and
  Inspections

  3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2,

  9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5

  TIME

  8

  Time, Delays
  and Extensions of

  3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1,

  7.4.1, 7.5.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

  Time Limits

  2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1,

  4.2, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3,

  7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8,

  9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5,

  13.7, 14

  Time Limits
  on Claims

  4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6

  Title to
  Work

  9.3.2, 9.3.3

  UNCOVERING
  AND CORRECTION OF

  WORK

  12

  Uncovering
  of Work

  12.1

  Unforeseen
  Conditions

  4.3.4, 8.3.1, 10.3

  Unit Prices

  4.3.9, 7.3.3.2

  Use of
  Documents

  1.1.1, 1.6, 2.2.5, 3.12.6, 5.3

  Use of Site

  3.13, 6.1.1, 6.2.1

  Values,
  Schedule of

  9.2, 9.3.1

  Waiver of Claims
  by the Architect

  13.4.2

  Waiver of
  Claims by the Contractor

  4.3.10, 9.10.5, 11.4.7, 13.4.2

  

 

42

 

	
  Waiver of
  Claims by the Owner

  4.3.10, 9.9.3, 9.10.3, 9.10.4, 11.4.3, 11.4.5, 11.4.7,

  12.2.2.1, 13.4.2, 14.2.4

  Waiver of
  Consequential Damages

  4.3.10, 14.2.4

  Waiver of
  Liens

  9.10.2, 9.10.4

  Waivers of
  Subrogation

  6.1.1, 11.4.5, 11.4.7

  Warranty

  3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10.4,

  12.2.2, 13.7.1.3

  Weather
  Delays

  4.3.7.2

  Work,
  Definition of

  1.1.3

  	
  Written
  Consent

  1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2,

  9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2

  Written
  Interpretations

  4.2.11, 4.2.12, 4.3.6

  Written
  Notice

  2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8,

  4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3,

  11.4.6, 12.2.2, 12.2.4, 13.3, 14

  Written
  Orders

  1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2,

  13.5.2, 14.3.1

  

 

	
  ARTICLE 1

  	
   

  	
  GENERAL
  PROVISIONS

  
	 
	
  1.1

  	
   

  	
  BASIC
  DEFINITIONS

  
	 
	
  1.1.1

  	
   

  	
  THE CONTRACT
  DOCUMENTS

  
					

The Contract
Documents consist of the Agreement between Owner and Contractor (hereinafter
the Agreement), Conditions of the Contract (General, Supplementary and other
Conditions), Drawings, Specifications, Addenda issued prior to execution of the
Contract, other documents listed in the Agreement and Modifications issued
after execution of the Contract. A Modification is (1) a written amendment to
the Contract signed by both parties, (2) a Change Order, (3) a Construction
Change Directive or (4) a written order for a minor change in the Work issued
by the Architect. Unless specifically enumerated in the Agreement, the Contract
Documents do not include other documents such as bidding requirements
(advertisement or invitation to bid, Instructions to Ridders, sample forms, the
Contractor's bid or portions of Addenda relating to bidding requirements.) In the event of any conflict among the Contract
Document, the Documents shall be constructed according to the following
priorities:

Highest Priority                  Modifications

Second Priority                   Owner/Contractor Agreement

Third Priority                      Addenda [later date to take

                                                Precedence]

Fourth Priority                    General Requirement

Fifth Priority                        Supplementary General Conditions of

                                                the Contract for Construction

Sixth Priority                       General Conditions of the Contract for

                                                Construction Drawings

Seventh Priority                  Drawings

Eighth Priority                    Specifications

 

1.1.2        THE CONTRACT

The Contract
Documents form the Contract for Construction. The Contract represents the
entire and integrated agreement between the parties hereto and supersedes prior
negotiations, representations or agreements, either written or oral. The
Contract may be amended or

 

43

 

modified only
by a Modification.  The Contract
Documents shall not be construed to create a contractual relationship of any
kind (1) between the Architect and Contractor, (2) between the Owner and a
Subcontractor or Sub-subcontractor, (3) between the Owner and Architect or (4)
between any persons or entities other than the Owner and Contractor. The
Architect shall, however, be entitled to performance and enforcement of
obligations under the Contract intended to facilitate performance of the
Architect’s duties.

 

1.1.3        THE WORK

The term
“Work” means the construction and services required by the Contract Documents,
whether completed or partially completed, and includes all other labor,
materials, equipment and services provided or to be provided by the Contractor
to fulfill the Contractor’s obligations. The Work may constitute the whole or a
part of the Project.

 

1.1.4        THE PROJECT

The Project is
the total construction of which the Work performed under the Contract Documents
may be the whole or a part and which may include construction by the Owner or
by separate contractors.

 

1.1.5        THE DRAWINGS

The Drawings
are the graphic and pictorial portions of the Contract Documents showing the
design, location and dimensions of the Work, generally including plans,
elevations, sections, details, schedules and diagrams.

 

1.1.6        THE SPECIFICATIONS

The Specifications
are that portion of the Contract Documents consisting of the written
requirements for materials, equipment, systems, standards and workmanship for
the Work, and performance of related services.

 

1.1.7        THE PROJECT MANUAL

The Project
Manual is a volume assembled for the Work which may include the bidding
requirements, sample forms, Conditions of the Contract and Specifications.

 

1.2           CORRELATION AND INTENT OF THE CONTRACT
DOCUMENTS

1.2.1        The intent of the Contract Documents is
to include all items necessary for the proper execution and completion of the
Work by the Contractor. The Contract Documents are complementary, and what is
required by one shall be as binding as if required by all; performance by the
Contractor shall be required only to the extent consistent with the Contract
Documents and reasonably inferable from them as being necessary to produce the
indicated results.

 

1.2.2        Organization of the Specifications into
divisions, sections and articles, and arrangement of Drawings shall not control
the Contractor in dividing the Work among Subcontractors or in establishing the
extent of Work to be performed by any trade. The Contractor and all Subcontractors shall refer to all the Drawings
including those showing primarily the Work of the mechanical, electrical and
other specialized trades and to all of the Sections of the Specifications, and
shall perform all Work reasonably inferable therefrom as being necessary to
produce the indicated results.

 

1.2.3        Unless otherwise stated in the Contract
Documents, words which have well-known technical or construction industry
meanings are used in the Contract Documents in accordance with such recognized
meanings.

 

44

 

1.3           CAPITALIZATION

1.3.1        Terms capitalized in these General
Conditions include those which are (1) specifically defined, (2) the titles of
numbered articles and identified references to Paragraphs, Subparagraphs and
Clauses in the document or (3) the titles of other documents published by the
American Institute of Architects.

 

1.4           INTERPRETATION

1.4.1        In the interest of brevity the Contract
Documents frequently omit modifying words such as “all” and “any” and articles
such as “the” and “an,” but the fact that a modifier or an article is absent
from one statement and appears in another is not intended to affect the
interpretation of either statement.

 

1.5           EXECUTION OF CONTRACT DOCUMENTS

1.5.1        The Contract Documents shall be signed
by the Owner and Contractor. If either the Owner or Contractor or both do not
sign all the Contract Documents, the Architect shall identify such unsigned
Documents upon request.

 

1.5.2        Execution of the Contract by the
Contractor is a representation that the Contractor has visited the site, become
generally familiar with local conditions under which the Work is to be
performed and correlated personal observations with requirements of the
Contract Documents.

 

1.6           OWNERSHIP AND USE OF DRAWINGS,
SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE

1.6.1        The Drawings, Specifications and other
documents, including those in electronic form, prepared by the Architect  and the Architect’s consultants are
Instruments of Service through which the Work to be executed by the Contractor
is described. The Contractor may retain one record set from the commencement of construction to the
completion of the Project, and for such period of time thereafter, to and
including the date of the expiration of any and all warranty periods for any
warranties pertaining to the Work. Neither the Contractor nor
any Subcontractor, Sub-subcontractor or material or equipment supplier shall
own or claim a copyright in the Drawings, Specifications and other documents
prepared by the Architect or the Architect’s consultants, and unless otherwise
indicated the Architect and the Architect’s consultants shall be deemed the
authors of them and will retain all common law, statutory and other reserved
rights, in addition to the copyrights. All copies of Instruments of Service,
except the Contractor’s record set, shall be returned or suitably accounted for
to the Architect, on request, upon completion of the Work. The Drawings,
Specifications and other documents prepared by the Architect and the
Architect’s consultants, and copies thereof furnished to the Contractor, are
for use solely with respect to this Project. They are not to be used by the
Contractor or any Subcontractor, Sub-subcontractor or material or equipment
supplier on other projects or for additions to this Project outside the scope
of the Work without the specific written consent of the Owner, Architect and
the Architect’s consultants. The Contractor, Subcontractors, Sub-subcontractors
and material or equipment suppliers are authorized to use and reproduce
applicable portions of the Drawings. Specifications and other documents
prepared by the Architect and the Architect’s consultants appropriate to and
for use in the execution of their Work under the Contract Documents. All copies
made under this authorization shall bear the statutory copyright notice, if
any, shown on the Drawings, Specifications and other documents prepared by the
Architect and the Architect’s consultants. Submittal or distribution to meet
official regulatory requirements or for other purposes in connection with this
Project is not to be construed as publication in derogation of the Architect’s
or Architect’s consultants' copyrights or other reserved rights.

 

45

 

ARTICLE 2 OWNER

2.1           GENERAL

2.1.1        The Owner is the person or entity
identified as such in the Agreement and is referred to throughout the Contract
Documents as if singular in number. The Owner shall designate in writing a
representative who shall have express authority to bind the Owner with respect
to all matters requiring the Owner’s approval or authorization. Except as
otherwise provided in Subparagraph 4.2.1, the Architect does not have such
authority. The term “Owner” means the Owner or the Owner’s authorized
representative.

 

2.1.2        The Owner shall furnish to the Contractor
within fifteen days after receipt of a written request, information necessary
and relevant for the Contractor to evaluate, give notice of or enforce
mechanic’s lien rights. Such information shall include a correct statement of
the record legal title to the property on which the Project is located, usually
referred to as the site, and the Owner’s interest therein.

 

2.2           INFORMATION AND SERVICES REQUIRED OF
THE OWNER

2.2.1        The Owner shall, at the written
request of the Contractor, prior to commencement of the Work and thereafter, furnish
to the Contractor reasonable evidence that financial arrangements have been
made to fulfill the Owner’s obligations under the Contract. Furnishing of such
evidence shall be a condition precedent to commencement or continuation of the
Work. After such evidence has been furnished, the Owner shall not materially
vary such financial arrangements without prior notice to the Contractor.

 

2.2.2        Except for permits and fees, including
those required under Subparagraph 3.7.1, which are the responsibility of the
Contractor under the Contract Documents, the Owner shall secure and pay for
necessary approvals, easements, assessments and charges required for
construction, use or occupancy of permanent structures or for permanent changes
in existing facilities.

 

2.2.3        The Owner shall furnish surveys
describing physical characteristics, legal limitations and utility locations
for the site of the Project, and a legal description of the site. The
Contractor shall be entitled to rely on the accuracy of information furnished
by the Owner but shall exercise proper precautions relating to the safe
performance of the Work.

 

2.2.4        Information or services required of the
Owner by the Contract Documents shall be furnished by the Owner with reasonable
promptness. Any other information or services relevant to the Contractor’s
performance of the Work under the Owner’s control shall be furnished by the
Owner after receipt from the Contractor of a written request for such
information or services.

 

2.2.5        Unless otherwise provided in the Contract
Documents, the Contractor will be furnished, free of charge, such copies of
Drawings and Project Manuals as are reasonably necessary for execution of the
Work.

 

2.3           OWNER’S RIGHT TO STOP THE WORK

2.3.1        If the Contractor fails to correct Work
which is not in accordance with the requirements of the Contract Documents as
required by Paragraph 12.2 or persistently fails to carry out Work in
accordance with the Contract Documents, the Owner may issue a written order to
the Contractor to stop the Work, or any portion thereof, until the cause for
such order has been eliminated; however, the right of the Owner to stop the
Work shall not give rise to a duty on the part of the Owner to exercise this
right for the benefit of the Contractor or any other person or entity, except
to the extent required by Subparagraph 6.1.3.

 

2.4           OWNER’S RIGHT TO CARRY OUT THE WORK

 

46

 

2.4.1        If the Contractor defaults or
neglects to carry out the Work in accordance with the Contract Documents and
fails within a seven day period after receipt of written notice from the Owner
to commence and continue correction of such default or neglect with diligence
and promptness, the Owner may after such seven day period give the Contractor a
second written notice to correct such deficiencies within a three day period.
If the Contractor within such three day period after receipt of such second
notice fails to commence and continue to correct any deficiencies, the Owner
may without prejudice to other remedies the Owner may have, correct such
deficiencies. If the Contractor defaults or neglects to carry out
the Work in accordance with the Contract Documents and fails within a seven-day
period after receipt of written notice from the Owner to begin and prosecute
correction of such default or neglect with diligence and promptness the Owner
may without prejudice to other remedies the Owner may have, correct such
deficiencies. In such case an appropriate Change Order shall be
issued deducting from payments then or thereafter due the Contractor the
reasonable cost of correcting such deficiencies, including Owner’s expenses and
compensation for the Architect’s additional services made necessary by such
default, neglect or failure. Such action by the Owner and amounts charged to
the Contractor are both subject to prior approval of the Architect. If
payments then or thereafter due the Contractor are not sufficient to cover such
amounts, the Contractor shall pay the difference to the Owner.

 

	
  ARTICLE 3

  	
   

  	
  CONTRACTOR

  
	 
	
  3.1

  	
   

  	
  GENERAL

  
	 
	
  3.1.1

  	
   

  	
  The
  Contractor is the person or entity identified as such in the Agreement and is
  referred to throughout the Contract 

  
				

Documents as
if singular in number. The term “Contractor” means the Contractor or the
Contractor’s authorized representative.

 

3.1.2        The Contractor shall perform the Work in
accordance with the Contract Documents.

 

3.1.3        The Contractor shall not be relieved of
obligations to perform the Work in accordance with the Contract Documents
either by activities or duties of the Architect in the Architect’s
administration of the Contract, or by tests, inspections or approvals required
or performed by persons other than the Contractor.

 

3.2           REVIEW OF CONTRACT DOCUMENTS AND
FIELD CONDITIONS BY CONTRACTOR

 

3.2.1        Since the Contract Documents are
complementary, before starting each portion of the Work.  Before starting the Work, and at frequent Intervals
during the progress thereof the Contractor shall carefully study and compare the various
Drawings and other Contract Documents relative to that portion of the Work, as well as the
information  with each
other and with the information furnished by the Owner pursuant
to Subparagraph 2.2.3, and
shall at once report to the Architect and
Owner any error, inconsistency or omission the Contractor may discover. Any
necessary change shall be ordered as provided in Article 7 subject to the
requirement of Paragraph 1.2 and other provisions of the Contract Documents. If
the Contractor proceeds with the Work without such notice to the Architect having
discovered and having thereby obtained actual knowledge of such errors,
inconsistencies or omissions, the Contractor shall bear all the costs arising
therefrom, take 

 

47

 

field measurement of any existing conditions related to that portion of
the Work and shall observe any conditions at the site affecting it. These
obligations are for the purpose of facilitating construction by the Contractor
and are not for the purpose of discovering errors, omissions, or
inconsistencies in the Contract Documents; however, any errors, inconsistencies
or omissions discovered by the Contractor shall be reported promptly to the
Architect as a request for information in such form as the Architect may
require.

 

3.2.2        Any design errors or omissions noted by
the Contractor during this review shall be reported promptly to the Architect,
but it is recognized that the Contractor’s review is made in the Contractor’s
capacity as a contractor and not as a licensed design professional unless
otherwise specifically provided in the Contract Documents. The Contractor is
not required to ascertain that the Contract Documents are in accordance with
applicable laws, statutes, ordinances, building codes, and rules and
regulations, but any nonconformity discovered by or made known to the
Contractor shall be reported promptly to the Architect.

 

3.2.3        If the Contractor believes that
additional cost or time is involved because of clarifications or instructions
issued by the Architect in response to the Contractor’s notices or requests for
information pursuant to Subparagraphs 3.2.1 and 3.2.2, the Contractor shall
make Claims as provided in Subparagraphs 4.3.6 and 4.3.7. If the Contractor
fails to perform the obligations of Subparagraphs 3.2.1 and 3.2.2, the
Contractor shall pay such costs and damages to the Owner as would have been
avoided if the Contractor had performed such obligations. The Contractor shall
not be liable to the Owner or Architect for damages resulting from errors,
inconsistencies or omissions in the Contract Documents or for differences
between field measurements or conditions and the Contract Documents unless the
Contractor recognized such error, inconsistency, omission or difference and
knowingly failed to report it to the Architect.

 

3.2.4       The
Contractor shall not proceed with any Work that Contractor knows is not clearly
and consistently defined in detail in the Contract Documents, but shall request
additional drawings or instructions from the Architect as provided in
Subparagraph 3.2.3. If the Contractor proceeds with Work that Contractor knows
is not clearly and consistently defined in detail in the Contract Documents
without obtaining further Drawings, Specifications or instructions, the
Contractor shall correct Work incorrectly done at the Contractor’s own expense.

 

3.3           SUPERVISION AND CONSTRUCTION
PROCEDURES

3.3.1        The Contractor shall supervise and
direct the Work, using the Contractor’s best skill and attention. The
Contractor shall be solely responsible for and have control over construction
means, methods, techniques, sequences and procedures and for coordinating all
portions of the Work under the Contract, unless the Contract Documents give
other specific instructions concerning these matters. If the Contract Documents
give specific instructions concerning construction means, methods, techniques,
sequences or procedures, the Contractor shall evaluate the jobsite safety
thereof and, except as stated below, shall be fully and solely responsible for
the jobsite safety of such means, methods, techniques, sequences or procedures.
If the Contractor determines that such means, methods, techniques, sequences or
procedures may not be safe, the Contractor shall give timely written notice to
the Owner and Architect and shall not proceed with that portion of the Work
without further written instructions from the Architect. If the Contractor is
then instructed to proceed with required means, methods, techniques, sequences
or procedures without acceptance of changes proposed by the Contractor, the
Owner shall be solely responsible for any resulting loss or damage.

 

48

 

3.3.2        The Contractor shall be responsible to
the Owner for acts and omissions of the Contractor’s employees, Subcontractors
and their agents and employees, and other persons or entities performing
portions of the Work for or on behalf of the Contractor or any of its
Subcontractors.

 

3.3.3        The Contractor shall be responsible for
inspection of portions of Work already performed to determine that such
portions are in proper condition to receive subsequent Work.

 

3.4           LABOR AND MATERIALS

3.4.1        Unless otherwise provided in the
Contract Documents, the Contractor shall provide and pay for labor, materials,
equipment, tools, construction equipment and machinery, water, heat, utilities,
transportation, and other facilities and services necessary for proper
execution and completion of the Work, whether temporary or permanent and
whether or not incorporated or to be incorporated in the Work.

 

3.4.2        The Contractor may make substitutions
only with the consent of the Owner, after evaluation by the Architect and in
accordance with a Change Order.

 

3.4.3        The Contractor shall enforce strict
discipline and good order among the Contractor’s employees and other persons
carrying out the Contract. The Contractor shall not permit employment of unfit
persons or persons not skilled in tasks assigned to them.

 

3.5           WARRANTY

3.5.1        The Contractor warrants to  that the Owner and Architect that materials
and equipment furnished under the Contract will be of good quality and  new and of recent manufacture unless
otherwise specified  required or permitted by the
Contract Documents, that the Work will be free from defects not inherent in the
quality required or permitted, and that the  all Work will conform to the requirements of the Contract Documents,
be of good quality, free from faults and
defects and in conformance with Contract documents. Work not
conforming to these requirements, including substitutions not properly approved
and authorized, may be considered defective. The Contractor’s warranty excludes
remedy for damage or defect caused by abuse, modifications not executed by the
Contractor, improper or insufficient maintenance, improper operation, or normal
wear and tear and normal usage. If required by the Architect the Contractor shall furnish satisfactory
evidence as to the kind and quality of materials and equipment.

 

3.5.2 
The Contractor shall be responsible for determining that all materials
furnished for the Work meet all requirements of the Contract Documents. The
Architect may require the Contractor to produce reasonable evidence that a
material meets such requirements such as certified reports of past tests by
qualified testing laboratories reports of studies by qualified experts, or
other evidence which, in the opinion of the Architect, would lead to a
reasonable certainty that all material used or proposed to be used in the Work
meets the requirements of the Contract Documents. All such data shall be furnished
at the Contractor’s expense.  This
provision shall not require the contractor to pay for periodic testing

 

49

 

of different batches of the same material
unless such testing is specifically required by the Contract Documents to be
performed at the Contractor’s expenses.

 

3.5.3 
In all cases in which a manufacturer’s name, trade name, or other
proprietary designation is used in connection with materials or articles to be
furnished under this Contract, whether or not the phrase “or equal” is used
after such name, the Contractor shall furnish the product of the named
manufacturer(s) without substitution unless a written request for a substitute
has been submitted by the Contractor and approved in writing by the Architect
as provided in Subparagraph 3.5.4.

 

3.5.4 
If the Contractor proposes to use a material which while suitable for
the intended use deviates in any way from the detailed requirements of the
Contract Documents the Contractor shall inform the Architect in writing of the
nature of such deviations at the time the material is submitted for approval
and shall request written approval of the deviation from the requirements of
the Contract Documents.

 

3.5.5. 
In requesting approval of deviations or substitutions the Contractor
shall provide upon request evidence leading to a reasonable certainty that the
proposed substitution or deviation will provide a quality of result at least
equal to that otherwise attainable.  If
in the opinion of the Architect, the evidence presented by the Contractor does
not provide a sufficient basis for such reasonable certainty the Architect may
reject such substitutions or deviations without further investigation.

 

3.5.6 
The Architect shall judge the design and the Owner shall judge the
appearance of proposed substitutes on the basis of their suitability in
relation to the overall Project, as well as for their intrinsic merits,  in order to permit coordinated design of
color and finish texture or pattern which would have been available from the
manufacturer originally specified, at no additional cost to the Owner.  Neither the Architect nor the Owner will
approve as equal to materials specified, proposed substitutes which in the
Owner’s opinion, would be out of character, obtrusive or otherwise inconsistent
with the character or quality of the Project, or in which, in the Architect’s
opinion, would not be appropriate to the design of the Project.

 

50

 

3.5.7       Any
additional cost, or any loss or damage arising form the substitution of any
material or any method for those originally specified shall be borne by the
Contractor notwithstanding approval or acceptance of such substitution by the
Owner or the Architect, unless such substitution was made at the written
request or direction of the Owner or the Architect. 

 

3.5.8       The
warranty provided in this Paragraph 3.5 shall be in addition to and not in
limitation of any other warranty required by the Contract Documents or
otherwise prescribed or permitted by law.

 

3.5.9       The
Contractor shall procure and deliver to the Architect, no later than the date
claimed by the Contractor as the date of Substantial Completion, all special
warranties required by the Contract Documents. Delivery by the Contractor shall
constitute the Contractor’s guarantee to the Owner that the warranty will be
performed in accordance with its terms and conditions.

 

3.6           TAXES

3.6.1        The Contractor shall pay sales,
consumer, use and similar taxes for the Work provided by the Contractor which
are legally enacted when bids are received or negotiations concluded, whether
or not yet effective or merely scheduled to go into effect.

 

3.7           PERMITS, FEES AND NOTICES

3.7.1        Unless otherwise provided in the
Contract Documents, the Contractor shall secure and pay for the building permit
and other permits and governmental fees, licenses and inspections necessary for
proper execution and completion of the Work which are customarily secured after
execution of the Contract and which are legally required when bids are received
or negotiations concluded.

 

3.7.2  The Contractor shall comply with and give
notices required by laws, ordinance, rules, regulations and lawful orders of
public authorities applicable to performance of the Work.

 

3.7.3  It is not the Contractor’s responsibility to
ascertain that the Contract Documents are in accordance with applicable laws,
statutes, ordinances, building codes, and rules and regulations.  However, if the Contractor observes that
portions of the Contract Documents are at variance therewith, the Contractor
shall promptly notify the Architect and Owner in writing, and necessary changes
shall be accomplished by appropriate Modification.

 

3.7.4  If the Contractor performs Work knowing it
to be contrary to laws, statutes, ordinances, building codes, and rules and
regulations without such notice to the Architect and Owner, the Contractor
shall assume appropriate responsibility for such Work and shall bear the costs
attributable to correction

 

3.7.5 
The Contractor agrees that, unless otherwise agreed by the Owner all
governmental permits, licenses, and notification with respect to the Work shall
be coordinated through the Owner and, where appropriate, the Architect in
accordance with any legal 

 

51

 

requirements attached to the
Specifications.  No application for
permits, licenses of any kind and no notifications to governmental authorities
may be made by Contractor without the prior written approval of the Owner and
the Architect.  All dealings with
governmental officials with respect to the Work shall be coordinated with the
Owner or its designated representative. 
The Owner and the Contractor shall agree upon a reasonable procedure to
handle normal and customary inspections of the Work by governmental officials
during the progress thereof.

 

3.8           ALLOWANCES

3.8.1        The Contractor shall include in the
Contract Sum all allowances stated in the Contract Documents.  Items covered by allowances shall be
supplied for such amounts and by such persons or entities as the Owner may
direct, but the Contractor shall not be required to employ persons or entities
to whom the Contractor has reasonable objection.

 

3.8.2        Unless otherwise provided in the
Contract Documents:

 

	
  .1

  	
   

  	
  allowances
  shall cover the cost to the Contractor of materials and equipment delivered
  at the site and all required taxes, less applicable trade discounts;

  
	
  .2

  	
   

  	
  Contractor’s
  costs for unloading and handling at the site, labor, installation costs,
  overhead, profit and other expenses contemplated for stated allowance amounts
  shall be included in the Contract Sum but not in the allowances;

  
	
  .3

  	
   

  	
  whenever
  costs are more than or less than allowances, the Contract Sum shall be
  adjusted accordingly by Change Order. 
  The amount of the Change Order shall reflect (1) the difference
  between actual costs and the allowances under Clause 3.8.2.1 and (2) changes
  in Contractor’s costs under Clause 3.8.2.2.

  

 

3.8.3        Materials and equipment under an
allowance shall be selected by the Owner in sufficient time to avoid delay in
the Work.

 

3.9           SUPERINTENDENT

3.9.1        The Contractor shall employ a competent
superintendent and necessary assistants who shall be in attendance at the
Project site during performance of the Work. 
The superintendent shall represent the Contractor, and communications
given to the superintendent shall be as binding as if given to the
Contractor.  Important communications
shall be confirmed in writing.  Other
communications shall be similarly confirmed on written request in each case.

 

3.9.2       The
Contractor shall be totally responsible for and shall coordinate and supervise
the Work performed by Subcontractors to the end that the Work is carried out
without conflict between trades and so that no trade at any time causes delay to
the general progress of the Work.  The
Contractor and all Subcontractors shall at all times afford each trade, any
separate contractor or the Owner every reasonable opportunity for the
installation of Work and the storage of materials.

 

52

 

3.9.3       The
Contractor shall arrange for and attend job meetings with the Architect and
such other persons as the Architect may from time-to-time wish to have
present.  The Contractor shall be
represented by a principal the project manager, general superintendent of other
authorized main office representative, as well as by the Contractor’s own
superintendent.  An authorized
representative of any Subcontractor or Sub-subcontractor shall attend such
meetings if the representative’s presence is requested by the Owner, Architect
or Contractor.  Such representatives
shall be empowered to make binding commitments on all matters to be discussed
at such meetings including costs, payment, change orders, time schedules and
manpower.  Any notices required under
the Contract may be served on such representatives.

 

3.10         CONTRACTOR’S CONSTRUCTION SCHEDULES

3.10.1      The Contractor, promptly after being
awarded the Contract, shall prepare and submit for the Owner’s and Architect’s
information a Contractor’s construction schedule for the Work.  The schedule shall not exceed time limits
current under the Contract Documents, shall be revised at appropriate intervals
as required by the conditions of the Work and Project, shall be related to the
entire Project to the extent required by the Contract Documents, and shall
provide for expeditious and practicable execution of the Work.

 

3.10.2      The Contractor shall prepare and keep
current, for the Architect’s approval, a schedule of submittals which is
coordinated with the Contractor’s construction schedule and allows the
Architect reasonable time to review submittals.

 

3.10.3      The Contractor shall perform the Work in
general accordance with the most recent schedules submitted to the Owner and
Architect.

 

3.11         DOCUMENTS AND SAMPLES AT THE SITE

3.11.1      The Contractor shall maintain at the site
for the Owner one record copy of the Drawings, Specifications, Addenda, Change
Orders and other Modifications, in good order and marked currently to record
field changes and selections made during construction, and one record copy of
approved Shop Drawings, Product Data, Samples and similar required
submittals.  These shall be available to
the Architect and shall be delivered to the Architect for submittal to the Owner
upon completion of the Work.

 

3.12         SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

3.12.1      Shop Drawings are drawings, diagrams,
schedules and other data specially prepared for the Work by the Contractor or a
Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor or
illustrate some portion of the Work.

 

3.12.2      Product Data are illustrations, standard
schedules, performance charts, instructions, brochures, diagrams and other
information furnished by the Contractor to illustrate materials or equipment
for some portion of the Work.

 

3.12.3      Samples are physical examples which
illustrate materials, equipment or workmanship and establish standards by which
the Work will be judged.

 

53

 

3.12.4      Shop Drawings, Product Data, Samples and
similar submittals are not Contract Documents. 
The purpose of their submittal is to demonstrate for those portions of
the Work for which submittals are required by the Contract Documents the way by
which the Contractor proposes to conform to the information given and the
design concept expressed in the Contract Documents.  Review by the Architect is subject to the limitations of
Subparagraph 4.2.7.  Informational
submittals upon which the Architect is not expected to take responsive action
may be so identified in the Contract Documents.  Submittals which are not required by the Contract Documents may
be returned by the Architect without action.

 

3.12.5      The Contractor shall review for compliance
with the Contract Documents, approve and submit to the Architect Shop Drawings,
Product Data, Samples and similar submittals required by the Contract Documents
with reasonable promptness and in such sequence as to cause no delay in the
Work or in the activities of the Owner or of separate contractors.  Submittals which are not marked as reviewed
for compliance with the Contract Documents and approved by the Contractor may
be returned by the Architect without action.

 

3.12.6      By approving and submitting Shop Drawings,
Product Data, Samples and similar submittals, the Contractor thereby represents that the Contractor
has determined and verified all
dimensions, quantities, field dimensions, relations to existing work to be
installed later, coordination with information on previously accepted Shop
Drawing, Product Date, Samples, or similar submittals and verification of
compliance with all the requirements of the Contract Documents, materials,
field measurements and field construction criteria related thereto, or will do
so, and has checked and coordinated the information contained within such
submittals with the requirements of the Work and of the Contractor Documents.

 

3.12.7      The Contractor shall perform no portion of
the Work for which the Contract Documents require submittal and review of Shop Drawings,
Product Data, Samples or similar submittals until the respective submittal has
been approved by the Architect.

 

3.12.8      The Work shall be in accordance with
approved submittals except that the Contractor shall not be relieved of
responsibility for deviations from requirements of the Contract Documents by
the Architect’s approval of Shop Drawings, Product Data, Samples or similar
submittals unless the Contractor has specifically informed the Architect in
writing of such deviation at the time of submittal and (1) the Architect, has
given written approval to the specific deviation as a minor change in the Work,
or (2) a Change Order or Construction Change Directive has been issued
authorizing the deviation.  The
Contractor shall not be relieved of responsibility for errors or omissions in
Shop Drawings, Product Data, Samples or similar submittals by the Architect’s
approval thereof.

 

3.12.9      The Contractor shall direct specific
attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or
similar submittals, to revisions other than those requested by the Architect on
previous submittals.  In the absence of
such written notice the Architect’s approval of a resubmission shall not apply
to such revisions.

 

3.12.10    The Contractor shall not be required to
provide professional services which constitute the practice of architecture or
engineering unless such services are specifically required by the Contract
Documents for a portion of the Work or unless the Contractor needs to provide
such services in order to carry out the Contractor’s responsibilities for
construction means, methods, techniques, sequences and procedures. The
Contractor shall not be required to provide professional services in violation
of applicable law.  If professional
design services or certifications by a design professional related to systems,
materials or equipment are specifically

 

54

 

required of
the Contractor by the Contract Documents, the Owner and the Architect will specify
all performance and design criteria that such services must satisfy.  The Contractor shall cause such services or
certifications to be provided by a properly licensed design professional, whose
signature and seal shall appear on all drawings, calculations, specifications,
certifications, Shop Drawings and other submittals prepared by such
professional.  Shop Drawings and other
submittals related to the Work designed or certified by such professional, if
prepared by others, shall bear such professional’s written approval when
submitted to the Architect.  The Owner
and the Architect shall be entitled to rely upon the adequacy, accuracy and
completeness of the services, certifications or approvals performed by such
design professionals, provided the Owner and Architect have specified to the
Contractor all performance and design criteria that such services must
satisfy.  Pursuant to this Subparagraph
3.12.10, the Architect will review, approve or take other appropriate action on
submittals only for the limited purpose of checking for conformance with
information given and the design concept expressed in the Contract
Documents.  The Contractor shall not be
responsible for the adequacy of the performance or design criteria required by
the Contract Documents.

 

3.13         USE OF SITE

3.13.1      The Contractor shall confine operations
at the site to areas permitted by law, ordinances, permits and the Contract
Documents and shall not unreasonably encumber the site with materials or
equipment.   The right of possession of the premises and the improvements made
thereon by the Contractor shall remain at all times in the Owner.  The Contractor’s right to entry and use
thereof arises solely from the permission granted by the Owner under the Contract
Documents.  The Contractor shall
confined the Contractor’s apparatus the storage of materials and the operations
of the Contractor’s workmen to limits indicated by law, ordinances the Contract
Documents and permits and/or directions of the Architect and shall not
unreasonably encumber the premises with the Contractor’s materials.  The Owner shall not be liable to the
Contractor, the Subcontractors, their employees or anyone else with respect to
the conditions of the premises, except only for a condition caused directly and
solely by the negligence of the Owner.

 

3.14         CUTTING AND PATCHING

3.14.1      The Contractor shall be responsible for
cutting, fitting or patching required to complete the Work or to make its parts
fit together properly.

 

3.14.2      The Contractor shall not damage or
endanger a portion of the Work or fully or partially completed construction of
the Owner or separate contractors by cutting, patching or otherwise altering
such construction, or by excavation. 
The Contractor shall not cut or otherwise alter such construction by the
Owner or a separate contractor except with written consent of the Owner and of
such separate contractor; such consent shall not be unreasonably withheld.  The Contractor shall not unreasonably
withhold from the Owner or a separate contractor the Contractor’s consent to
cutting or otherwise altering the Work.

 

3.15         CLEANING UP

3.15.1      The Contractor shall keep the premises and
surrounding area free from accumulation of waste materials or rubbish caused by
operations under the Contract.  At
completion of the Work, the Contractor shall remove from and about the Project
waste materials, rubbish, the Contractor’s tools, construction equipment,
machinery and surplus materials.

 

55

 

3.15.2      If
the Contractor fails to clean up as provided in the Contact Documents, the
Owner may do so and the cost thereof shall be charged to the Contractor.

 

3.16         ACCESS
TO WORK

3.16.1      The Contractor shall provide the Owner and
Architect access to the Work in preparation and progress wherever located.

 

3.17         ROYALTIES, PATENTS AND COPYRIGHTS

3.17.1      The Contractor shall pay all royalties and
license fees. The Contractor shall defend suits of claims for infringement of
copyrights and patent rights and shall hold the Owner and Architect harmless
from loss on account thereof, but shall not be responsible for such defense or
loss when a particular design, process or product of a particular manufacturer
or manufacturers is required by the Contract Documents or where the copyright
violations are contained in Drawings, Specifications or other documents
prepared by the Owner or Architect. However, if the Contractor has reason to
believe that the required design, process or product is an infringement of a
copyright or a patent, the Contractor shall be responsible for such loss unless
such information is promptly furnished to the Architect.

 

3.18         INDEMNIFICATION

3.18.1      To the fullest extent permitted by law and
to the extent claims, damages, losses or expenses are not covered by Project
Management Protective Liability insurance purchased by the Contractor in
accordance with Paragraph 11.3, the Contractor shall indemnify and hold
harmless the Owner, Architect, Architect’s consultants, and agents and
employees of any of them from and against claims, damages, losses and expenses,
including their respective parent, affiliate
and subsidiary companies and their respective directors, officers, partners,
employees and agents from and against claims, damages, losses and expenses
(direct or indirect including but not limited to consequential and special
damages), including but not limited to attorneys’ fees, arising
out of or resulting from performance of the Work, provided that such claim,
damage, loss or expense is attributable to bodily injury, sickness, disease or death,
or to injury to or destruction of tangible property (other than the Work
itself),  including loss of use resulting
therefrom to the extent covered by insurance, but only to the
extent caused by the negligent acts or omissions of the Contractor, a Subcontractor,
anyone directly or indirectly employed by them or anyone for whose acts they
may be liable, regardless of whether or not such claim, damage, loss or expense
is caused in part by a party indemnified hereunder. Such obligation shall not
be construed to negate, abridge, or reduce other rights or obligations of
indemnity which would otherwise exist as to a party or person described in this
Paragraph 3.18.

 

3.18.2      In claims against any person or entity
indemnified under this Paragraph 3.18 by an employee of the Contractor, a
Subcontractor, anyone directly or indirectly employed by them or anyone for
whose acts they may be liable, the indemnification obligation under
Subparagraph 3.18.1 shall not be limited by a limitation on amount or type of
damages, compensation or benefits payable by or for the Contractor or a
Subcontractor under workers’ compensation acts, disability benefit acts or
other employee benefit acts.

 

ARTICLE 4            ADMINISTRATION OF THE CONTRACT

4.1           ARCHITECT

4.1.1        The Architect is the person lawfully
licensed to practice architecture or an entity lawfully practicing architecture
identified as such in the Agreement and is referred to throughout the Contract
Documents as if singular in number. The term “Architect” means the Architect or
the Architect’s authorized representative.

 

56

 

4.1.2        Duties, responsibilities and limitations
of authority of the Architect as set forth in the Contract Documents shall not
be restricted, modified or extended without written consent of the Owner,
Contractor and Architect, Consent shall not be unreasonably withheld.

 

4.1.3        If the employment of the architect is
terminated, the Owner shall employ a new Architect against whom the
Contractor has no reasonable objection and whose status under the Contract
Documents shall be that of the former Architect.

 

4.2           ARCHITECT’S ADMINISTRATION OF THE
CONTRACT

4.2.1        The Architect will provide
administration of the Contract as described in the Contract Documents, and will
be an Owner’s representative (1) during construction, (2) until final payment
is due and (3) with the Owner’s concurrence, from time to time during the
one-year period for correction of Work described in Paragraph 12.2. The
Architect will have authority to act on behalf of the Owner only to the extent
provided in the Contract Documents, unless otherwise modified in writing in
accordance with other provisions of the Contract.

 

4.2.2        The Architect, as a representative of
the Owner, will visit the site at intervals appropriate to the stage of the
Contactor’s operations (1) to become generally familiar with and to keep the
Owner informed about the progress and quality of the portion of the Work
completed, (2) to endeavor to guard the Owner against defects and deficiencies
in the Work, and (3) to determine in general if the Work is being performed in
a manner indicating that the Work, when fully completed, will be in accordance
with the Contract Documents. However, the Architect will not be required to
make exhaustive or continuous on-site inspections to check the quality or
quantity of the Work. The Architect will neither have control over or charge
of, nor be responsible for, the construction means, methods, techniques,
sequences or procedures, or for the safety precautions and programs in
connection with the Work, since these are solely the Contractor’s rights and
responsibilities under the Contract Documents, except as provided in
Subparagraph 3.3.1.

 

4.2.3        The Architect will not be responsible
for the Contractor’s failure to perform the Work in accordance with the
requirements of the Contract Documents. The Architect will not have control
over or charge of and will not be responsible for acts or omissions of the
Contractor, Subcontractors, or their agents or employees, or any other persons
or entities performing portions of the Work.

 

4.2.4        Communications Facilitating Contract
Administration. Except as otherwise provided in the Contract Documents or when
direct communications have been specially authorized, the Owner and Contractor
shall endeavor to communicate with each other through the Architect about
matters arising out of or relating to the Contract.  Communications by and with the Architect’s consultants shall be
through the Architect.  Communications
by and with Subcontractors and material suppliers shall be through the
Contractor.  Communications by and with
separate contractors shall be through the Owner.

 

4.2.5        Based on the Architect’s evaluations of
the Contractor’s Applications for Payment, the Architect will review and
certify the amounts due the Contractor and will issue Certificates for Payment
in such amounts.

 

4.2.6        The Architect will have authority to
reject Work that does not conform to the Contract Documents. Whenever the
Architect considers it necessary or advisable, the Architect will have
authority to require inspection or testing of the Work in accordance with
Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated,
installed or completed. However, neither this authority of the Architect nor a
decision made in good faith either to exercise or not to exercise such
authority shall give rise to a duty or responsibility of the

 

57

 

Architect to
the Contractor, Subcontractors, material and equipment suppliers, their agents
or employees, or other persons or entities performing portions of the Work.

 

4.2.7        The Architect will review and approve or
take other appropriate action upon the Contractor’s submittals such as Shop
Drawings, Product Data and Samples, but only for the limited purpose of
checking for conformance with information given and the design concept
expressed in the Contract Documents. 
The Architect’s action will be taken with such reasonable promptness as
to cause no delay in the Work or in the activities of the Owner, Contractor or
separate contractors, while allowing sufficient time in the Architect’s
professional judgment to permit adequate review. Review of such submittals is
not conducted for the purpose of determining the accuracy and completeness of
other details such as dimensions and quantities, or for substantiating
instructions for installation or performance of equipment of systems, all of
which remain the responsibility of the Contractor as required by the Contract
Documents.  The Architect’s review of
the Contractor’s submittals shall not relieve the Contractor of the obligations
under Paragraphs 3.3, 3.5 and 3.12.  The
Architect’s review shall not constitute approval of safety precautions or,
unless otherwise specifically stated by the Architect, of any construction
means, methods, techniques, sequences or procedures.  The Architect’s approval of a specific item shall not
indicate approval of an assembly of which the item is a component.

 

4.2.8        The Architect will prepare Change Orders
and Construction Change Directives, and may authorize minor changes in the Work
as provided in Paragraph 7.4.

 

4.2.9        The Architect will conduct inspections
to determine the date or dates of Substantial Completion and the date of final
completion, will receive and forward to the Owner, for the Owner’s review and
records, written warranties and related documents required by the Contract and
assembled by the Contractor, and will issue a final Certificate for Payment
upon compliance with the requirements of the Contract Documents.

 

4.2.10      If the Owner and Architect agree, the
Architect will provide one or more project representatives to assist in
carrying out the Architect’s responsibilities at the site.  The duties, responsibilities and limitations
of authority of such project representatives shall be as set forth in an
exhibit to be incorporated in the Contract Documents.

 

4.2.11      The Architect will interpret and decide
matters concerning performance under and requirements of, the Contract
Documents on written request of either the Owner or Contractor.  The Architect’s response to such requests
will be made in writing within any time limits agreed upon or otherwise with
reasonable promptness.  If no agreement
is made concerning the time within which interpretations required of the
Architect shall be furnished in compliance with this Paragraph 4.2, then delay
shall not be recognized on account of failure by the Architect to furnish such
interpretations until 15 days after written request is made for them.

 

4.2.12      Interpretations and decisions of the
Architect will be consistent with the intent of and reasonably inferable from
the Contract Documents and will be in writing or in the form of drawings. When
making such interpretations and initial decisions, the Architect will endeavor
to secure faithful performance by both Owner and Contractor, will not show
partiality to either and will not be liable for results of interpretations or
decisions so rendered in good faith.

 

4.2.13      The Architect’s decisions on matters
relating to aesthetic effect will be final if consistent with the intent
expressed in the Contract Documents.

 

4.3           CLAIMS AND DISPUTES

4.3.1        Definition.  A Claim is a demand or assertion by one of the parties seeking,
as a matter of right, adjustment or interpretation of Contract terms, payment
of money, extension of time or other relief with respect to the terms of the
Contract.  The term “Claim” also
includes

 

58

 

other disputes
and matters in question between the Owner and Contractor arising out of or
relating to the Contract.  Claims must
be initiated by written notice.  The
responsibility to substantiate Claims shall rest with the party making the
Claim.

 

4.3.2        Time Limits on Claims.  Claims by either party must be initiated
within 21 days after occurrence of the event giving rise to such Claim or
within 21 days after the claimant first recognizes the condition giving rise to
the Claim, whichever is later.  Claims
must be initiated by written notice to the Architect and the other party.

 

4.3.3        Continuing Contract Performance. Pending
final resolution of a Claim except as otherwise agreed in writing or as
provided in Subparagraph 9.7.1 and Article 14, the Contractor shall proceed
diligently with performance of the Contract and the Owner shall continue to
make payments in accordance with the Contract Documents.

 

4.3.4        Claims for Concealed or Unknown
Conditions. If conditions are encountered at the site which are (1) substance
or otherwise concealed physical conditions which differ materially from those
indicated in the Contract Documents or (2) unknown physical conditions of an
unusual nature, which differ materially from those ordinarily found to exist
and generally recognized as inherent in construction activities of the
character provided for in the Contract Documents, then notice by the observing
party shall be given to the other party promptly before conditions are
disturbed and in no event later than 21 days after first observance of the
conditions. The Architect will promptly investigate such conditions and, if
they differ materially and cause an increase or decrease in the Contractor’s
cost of, or time required for, performance of any part of the Work, will
recommend an equitable adjustment in the Contract Sum or Contract Time, or
both. If the Architect determines that the conditions at the site are not
materially different from those indicated in the Contract Documents and that no
change in the terms of the Contract is justified, the Architect shall so notify
the Owner and Contractor in writing, stating the reasons. Claims by either
party in opposition to such determination must be made within 21 days after the
Architect has given notice of the decision. If the conditions encountered are
materially different, the Contract Sum and Contract Time shall be equitably
adjusted, but if the Owner and Contractor cannot agree on an adjustment in the
Contract Sum or Contract Time, the adjustment shall be referred to the
Architect for initial determination, subject to further proceedings pursuant to
Paragraph 4.4.

 

4.3.5        Claims for Additional Cost. If the
Contractor wishes to make Claim for an increase in the Contract Sum, written
notice as provided herein shall be given before proceeding to execute the Work.
Prior notice is not required for Claims relating to an emergency endangering
life or property arising under Paragraph 10.6.

 

4.3.6        If the Contractor believes additional
cost is involved for reasons including but not limited to (1) a written
interpretation from the Architect, (2) an order by the Owner to stop the Work
where the Contractor was not at fault, (3) a written order for a minor change
in the Work issued by the Architect, (4) failure of payment by the Owner, (5)
termination of the Contract by the Owner, (6) Owner’s suspension or (7) other
reasonable grounds, Claim shall be filed in accordance with this Paragraph 4.3.

 

4.3.7        Claims for Additional Time

4.3.7.1     If the Contractor wishes to make Claim for
an increase in the Contract Time, written notice as provided herein shall be
given. The Contractor’s Claim shall include an estimate of cost and of probable
effect of delay on progress of the Work. In the case of a continuing delay only
one Claim is necessary.

 

4.3.7.2     If adverse weather conditions are the basis
for a Claim for additional time, such Claim shall be documented by data
substantiating that weather conditions were abnormal for the

 

59

 

period of
time, could not have been reasonably anticipated and had an adverse effect on
the scheduled construction.

 

4.3.8        Injury or Damage to Person or
Property.  If either party to the
Contract suffers injury or damage to person or property because of an act or
omission of the other party, or of others for whose acts such party is legally
responsible, written notice of such injury or damage, whether or not insured,
shall be given to the other party within a reasonable time not exceeding 21
days after discovery.   The notice shall
provide sufficient detail to enable the other party to investigate the matter.

 

4.3.9        If unit prices are stated in the
Contract Documents or subsequently agreed upon, and if quantities originally
contemplated are materially changed in a proposed Change Order or Construction
Change Directive so that application of such unit prices to quantities of Work
proposed will cause substantial inequity to the Owner or Contractor, the
applicable unit prices shall be equitably adjusted.

 

4.3.10      Claims for Consequential Damages.  The
making of final payment by the Owner after its acceptance of the Work shall
constitute waiver of all Claims by the Contractor and Owner except those
arising from liens, claims, security interests or encumbrances arising out of
the Contract and unsettled; failure of the Work to comply with the requirement
of the Contract Documents; or the terms of special warranties required by the
Contract Documents.  The
Contractor and Owner waive Claims against each other for consequential damages
arising out of or relating to this Contract. 
This mutual waiver includes:

.1             damage incurred
by the Owner for rental expenses, for losses of use, income, profit, financing,
business and reputation, and for loss of management or employee productivity or
of the services of such persons; and

.2             damages incurred
by the Contractor for principal office expenses including the compensation of
personnel stationed there, for losses of financing, business and reputation and
for loss of profit except anticipated profit arising directly from the Work.

 

This mutual waiver is applicable, without limitation, to all
consequential damages due to either party’s termination in accordance with
Article 14.  Nothing contained in this
Subparagraph 4.3.10 shall be deemed to preclude an award of liquidated direct
damages, when applicable, in accordance with the requirements of the Contract
Documents.

 

4.4           RESOLUTION OF CLAIMS AND DISPUTES

4.4.1        Decision of Architect.  Claims, including those alleging an error or
omission by the Architect but excluding those arising under Paragraphs 10.3
through 10.5, shall be referred initially to the Architect for decision.  An initial decision by the Architect shall
be required as a condition precedent to mediation, arbitration or litigation of
all Claims between the Contractor and Owner arising prior to the date final
payment is due, unless 30 days have passed after the Claim has been referred to
the Architect with no decision having been rendered by the Architect.  The Architect will not decide disputes between
the Contractor and persons or entities other than the Owner.

 

4.4.2        The Architect will review Claims and
within ten days of the receipt of the Claim take one or more of the following
actions:  (1) request additional
supporting data from the claimant or a response with supporting data from the
other party, (2) reject the Claim in whole or in part, (3) approve the Claim,
(4) suggest a compromise, or (5) advise the parties that the Architect is
unable to resolve the Claim if the Architect lacks sufficient information to
evaluate

 

60

 

the merits of
the Claim or if the Architect concludes that, in the Architect’s sole
discretion, it would be inappropriate for the Architect to resolve the Claim.

 

4.4.3        In evaluating Claims, the Architect may,
but shall not be obligated to, consult with or seek information from either
party or from persons with special knowledge or expertise who may assist the
Architect in rendering a decision.  The
Architect may request the Owner to authorize retention of such persons at the
Owner’s expense.

 

4.4.4        If the Architect requests a party to
provide a response to a Claim or to furnish additional supporting data, such
party shall respond, within ten days after receipt of such request, and shall
either provide a response on the requested supporting data, advise the
Architect when the response or supporting data will be furnished or advise the
Architect that no supporting data will be furnished.  Upon receipt of the response or supporting data, if any, the
Architect will either reject or approve the Claim in whole or in part.

 

4.4.5        The Architect will approve or reject
Claims by written decision, which shall state the reasons therefor and which
shall notify the parties of any change in the Contract Sum or Contract Time or
both.  The approval or rejection of a
Claim by the Architect shall be final and binding on the parties but subject to
mediation and arbitration.

 

4.4.6        When a written decision of the Architect
states that (1) the decision is final but subject to mediation and arbitration
and (2) a demand for arbitration of a Claim covered by such decision must be
made within 30 days after the date on which the party making the demand
receives the final written decision, then failure to demand arbitration within
said 30 days’ period shall result in the Architect’s decision becoming final
and binding upon the Owner and Contractor. 
If the Architect renders a decision after arbitration proceedings have
been initiated, such decision may be entered as evidence, but shall not
supersede arbitration proceedings unless the decision is acceptable to all
parties concerned.

 

4.4.7        Upon receipt of a Claim against the
Contactor or at any time thereafter, the Architect or the Owner may, but is not
obligated to, notify the surety, if any, of the nature and amount of the
Claim.  If the Claim relates to a
possibility of a Contractor’s default, the Architect or the Owner may, but is
not obligated to, notify the surety and request the surety’s assistance in
resolving the controversy.

 

4.4.8        If a Claim relates to or is the subject
of a mechanic’s lien, the party asserting such Claim may proceed in accordance
with applicable law to comply with the lien notice or filing deadlines prior to
resolution of the Claim by the Architect, by mediation or by arbitration.

 

4.5           MEDIATION

4.5.1        Any Claim arising out of or related to
the Contract, except Claims relating to aesthetic effect and except those
waived as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5 shall, after
initial decision by the Architect or 30 days after submission of the Claim to
the Architect, be subject to mediation as a condition precedent to arbitration
or the institution of legal or equitable proceedings by either party.

 

4.5.2        The parties shall endeavor to resolve
their Claims by mediation which, unless the parties mutually agree otherwise,
shall be in accordance with the Construction Industry Mediation Rules of the
American Arbitration Association currently in effect.  Request for mediation shall be filed in writing with the other
party to the Contract and with the American Arbitration Association.  The request may be made concurrently with
the filing of a demand for arbitration but, in such event, mediation shall
proceed in advance of arbitration or legal or equitable proceedings, which
shall be stayed pending mediation for a period of 60 days from the date of
filing, unless stayed for a longer period by agreement of the parties or court
order.

 

61

 

4.5.3        The parties shall share the mediator’s
fee and any filing fees equally.  The
mediation shall be held in the place where the Project is located, unless
another location is mutually agreed upon.  
Agreements reached in mediation shall be enforceable as settlement
agreements in any court having jurisdiction thereof.

 

4.6           ARBITRATION

4.6.1        Any Claim arising out of or related to
the Contract, except Claims relating to aesthetic effect and except those
waived as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5, shall, after
decision by the Architect or 30 days after submission of the Claim to the
Architect, be subject to arbitration. 
Prior to arbitration, the parties shall endeavor to resolve disputes by
mediation in accordance with the provisions of Paragraph 4.5.

 

4.6.2        Claims not resolved by mediation shall
be decided by arbitration which, unless the parties mutually agree otherwise,
shall be in accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association currently in effect.  The demand for arbitration shall be filed in writing with the
other party to the Contract and with the American Arbitration Association, and
a copy shall be filed with the Architect.

 

4.6.3        A demand for arbitration shall be made
within the time limits specified in Subparagraphs 4.4.6 and 4.6.1 as
applicable, and in other cases within a reasonable time after the Claim has
arisen, and in no event shall it be made after the date when institution of
legal or equitable proceedings based on such Claim would be barred by the
applicable statute of limitations as determined pursuant to Paragraph 13.7.

 

4.6.4        Limitation on Consolidation or
Joinder.  No arbitration arising out of
or relating to the Contract shall include, by consolidation or joinder or in
any other manner, the Architect, the Architect’s employees or consultants,
except by written consent containing specific reference in the Agreement and
signed by the Architect, Owner, Contractor and any other person or entity
sought to be joined.  No arbitration
shall include, by consolidation or joinder or in any other manner, parties
other than the Owner, Contractor, a separate contractor as described in Article
6 and other persons substantially involved in a common question of fact or law
whose presence is required if complete relief is to be accorded in
arbitration.  No person or entity other
than the Owner, Contractor or a separate contractor as described in Article 6
shall be included as an original third party or additional third party to an
arbitration whose interest or responsibility is insubstantial.  Consent to arbitration involving an
additional person or entity shall not constitute consent to arbitration of a
Claim not described therein or with a person or entity not named or described
therein.  The foregoing agreement to
arbitrate and other agreements to arbitrate with an additional person or entity
duly consented to by parties to the Agreement shall be specifically enforceable
under applicable law in any court having jurisdiction thereof.

 

4.6.5        Claims and Timely Assertion of Claims.  The party filing a notice of demand for
arbitration must assert in the demand all Claims then known to that party on
which arbitration is permitted to be demanded.

 

4.6.6        Judgment on Final Award.  The award rendered by the arbitrator or
arbitrators shall be final, and judgment may be entered upon it in accordance
with applicable law in any court having jurisdiction thereof.

 

ARTICLE 5 SUBCONTRACTORS

5.1           DEFINITIONS

5.1.1        A Subcontractor is a person or entity
who has a direct contract with the Contractor to perform a portion of the Work
at the site.  The term “Subcontractor”
is referred to throughout the Contract Documents as if singular in number and
means a Subcontractor or an authorized

 

62

 

representative
of the Subcontractor.  The term
“Subcontractor” does not include a separate contractor or subcontractors of a
separate contractor.

 

5.1.2        A Sub-subcontractor is a person or
entity who has a direct or indirect contract with a Subcontractor to perform a
portion of the Work at the site. The term “Sub-subcontractor” is referred to
throughout the Contract Documents as if singular in number and means a
Sub-subcontractor or an authorized representative of the Sub-subcontractor.

 

5.2           AWARD OF
SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK

5.2.1        Unless otherwise stated in the Contract
Documents or the bidding requirements, the Contractor, as soon as practicable
after award of the Contract, shall furnish in writing to the Owner through the
Architect the names of persons or entities (including those who are to furnish
materials or equipment fabricated to a special design) proposed for each
principal portion of the Work.  The
Architect will promptly reply to the Contractor in writing stating whether or
not the Owner or the Architect, after due investigation, has reasonable
objection to any such proposed person or entity.  Failure of the Owner or Architect to reply promptly shall
constitute notice of no reasonable objection.

 

5.2.2        The Contractor shall not contract with a
proposed person or entity to whom the Owner or Architect has made reasonable
and timely objection.  The Contractor
shall not be required to contract with anyone to whom the Contractor has made
reasonable objection.

 

5.2.3        If the Owner or Architect has reasonable
objection to a person or entity proposed by the Contractor, the Contractor
shall propose another to whom the Owner or Architect has no reasonable
objection.  If the proposed but rejected
Subcontractor was reasonably capable of performing the Work, the Contract Sum
and Contract Time shall be increased or decreased by the difference, if any,
occasioned by such change, and an appropriate Change Order shall be issued
before commencement of the substitute Subcontractor’s Work.  However, no increase in the Contract Sum or
Contract Time shall be allowed for such change unless the Contractor has acted
promptly and responsively in submitting names as required.

 

5.2.4        The Contractor shall not change a
Subcontractor, person or entity previously selected if the Owner or Architect
makes reasonable objection to such substitute.

 

5.2.5       If
requested by the Owner the form of each subcontract shall be submitted to the
Owner for its approval, which shall not be unreasonably withheld or
delayed.  Each subcontract shall
expressly provide for the contingent assignment referred to in Subparagraph
5.4.1.

 

5.3           SUBCONTRACTUAL RELATIONS

5.3.1        By appropriate agreement, written where
legally required for validity, the Contractor shall require each Subcontractor,
to the extent of the Work to be performed by the Subcontractor, to be bound to
the Contractor by terms of the Contract Documents, and to assume toward the
Contractor all the obligations and responsibilities, including the
responsibility for safety of the Subcontractor’s Work, which the Contractor, by
these Documents, assumes toward the Owner and Architect.  Each subcontract agreement shall preserve
and protect the rights of the Owner and Architect under the Contract Documents
with respect to the Work to be performed by the Subcontractor so that
subcontracting thereof will not prejudice such rights, and shall allow to the
Subcontractor, unless specifically provided otherwise in the subcontract
agreement, the benefit of all rights, remedies and redress against the
Contractor that the Contractor, by the Contract Documents, has against the
Owner.  Where

 

63

 

appropriate,
the Contractor shall require each Subcontractor to enter into similar
agreements with Sub-subcontractors. The Contractor shall make available to each
proposed Subcontractor, prior to the execution of the subcontract agreement,
copies of the Contract Documents to which the Subcontractor will be bound, and,
upon written request of the Subcontractor, identify to the Subcontractor terms
and conditions of the proposed subcontract agreement which may be at variance
with the Contract Documents. Subcontractors will similarly make copies of
applicable portions of such documents available to their respective proposed
Sub-subcontractors.

 

5.4           CONTINGENT ASSIGNMENT OF SUBCONTRACTS

5.4.1        Each subcontract agreement for a portion
of the Work is assigned by the Contractor to the Owner provided that:

	
  .1

  	
   

  	
  assignment
  is effective only after termination of the Contract by the Owner for cause
  pursuant to Paragraph 14.2 and only for those subcontract agreements which
  the Owner accepts by notifying the Subcontractor and Contractor in writing;
  and

  
	
  .2

  	
   

  	
  assignment
  is subject to the prior rights of the surety, if any, obligated under bond
  relating to the Contract.

  

 

5.4.2        Upon such assignment, if the Work has
been suspended for more than 30 days, the Subcontractor’s compensation shall be
equitably adjusted for increases in cost resulting from the suspension.

 

	
  ARTICLE 6

  	
   

  	
  CONSTRUCTION
  BY OWNER OR BY SEPARATE CONTRACTORS

  
	 
	
  6.1

  	
   

  	
  OWNER’S
  RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS

  
	 
	
  6.1.1

  	
   

  	
  The Owner
  reserves the right to perform construction or operations related to the
  Project with the Owner’s own 

  
				

forces, and to
award separate contracts in connection with other portions of the Project or
other construction or operations on the site under Conditions of the Contract
identical or substantially similar to these including those portions related to
insurance and waiver of subrogation. If the Contractor claims that delay or
additional cost is involved because of such action by the Owner, the Contractor
shall make such Claim as provided in Paragraph 4.3.

 

6.1.2        When separate contracts are awarded for
different portions of the Project or other construction or operations on the
site, the term “Contractor” in the Contract Documents in each case shall mean
the Contractor who executes each separate Owner-Contractor Agreement.

 

6.1.3        The Owner shall provide for coordination
of the activities of the Owner’s own forces and of each separate contractor
with the Work of the Contractor, who shall cooperate with them. The Contractor
shall participate with other separate contractors and the Owner in reviewing
their construction schedules when directed to do so.  The Contractor shall make any revisions to the construction
schedule deemed necessary after a joint review and mutual agreement. The
construction schedules shall then constitute the schedules to be used by the
Contractor, separate contractors and the Other until subsequently revised.

 

6.1.4        Unless otherwise provided in the
Contract Documents, when the Owner performs construction or operations related
to the Project with the Owner’s own forces, the Owner shall be deemed to be
subject to the same obligations and to have the same rights which apply to the
Contractor under the Conditions of the Contract, including, without excluding
others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12.

 

6.2           MUTUAL RESPONSIBILITY

 

64

 

6.2.1        The Contractor shall afford the Owner
and separate contractors reasonable opportunity for introduction and storage of
their materials and equipment and performance of their activities, and shall
connect and coordinate the Contractor’s construction and operations with theirs
as required by the Contract Documents.

 

6.2.2        If part of the Contractor’s Work depends
for proper execution or results upon construction or operations by the Owner or
a separate contractor, the Contractor shall, prior to proceeding with that
portion of the Work, promptly report to the Architect apparent discrepancies or
defects in such other construction that would render it unsuitable for such
proper execution and results. Failure of the Contractor so to report shall
constitute an acknowledgment that the Owner’s or separate contractor’s
completed or partially completed construction is fit and proper to receive the
Contractor’s Work, except as to defects not then reasonably discoverable.

 

6.2.3        The Owner shall be reimbursed by the
Contractor for costs incurred by the Owner which are payable to a separate
contractor because of delays, improperly timed activities or defective
construction of the Contractor. The Owner shall be responsible to the
Contractor for costs incurred by the Contractor because of delays, improperly
timed activities, damage to the Work or defective construction of a separate
contractor.

 

6.2.4        The Contractor shall promptly remedy
damage wrongfully caused by the Contractor to completed or partially completed
construction or to property of the Owner or separate contractors as provided in
Subparagraph 10.2.5.  If such separate contractor sues or initiates
mediation or an arbitration proceeding against the Owner on account of any
damage alleged to have been caused by the Contractor, the Owner shall notify
the Contractor who shall defend such proceedings at the Owner’s expense and if
any judgement or award against the Owner arises as a result of, but only to the
extent of, Contractor’s fault, the Contractor shall pay or satisfy it and shall
reimburse the Owner for all attorney’s fees, mediation fees and costs, court
fees and costs, and arbitration fees and costs which the Owner has incurred.

 

6.2.5        The Owner and each separate contractor
shall have the same responsibilities for cutting and patching as are described
for the Contractor in Subparagraph 3.14.

 

6.3           OWNER’S RIGHT TO CLEAN UP

6.3.1        If a dispute arises among the
Contractor, separate contractors and the Owner as to the responsibility under
their respective contracts for maintaining the premises and surrounding area
free from waste materials and rubbish, the Owner may clean up and the Architect
will allocate the cost among those responsible.

 

ARTICLE 7 CHANGES IN THE WORK

7.1           GENERAL

7.1.1        Changes in the Work may be accomplished
after execution of the Contract, and without invalidating the Contract, by
Change Order, Construction Change Directive or order for a minor change in the
Work, subject to the limitations stated in this Article 7 and elsewhere in the
Contract Documents.

 

7.1.2        A Change Order shall be based upon
agreement among the Owner, Contractor and Architect; a Construction Change
Directive requires agreement by the Owner and Architect

 

65

 

and may or may
not be agreed to by the Contractor, an order for a minor change in the Work may
be issued by the Architect alone.

 

7.1.3        Changes in the Work shall be performed
under applicable provisions of the Contract Documents, and the Contractor shall
proceed promptly, unless otherwise provided in the Change Order, Construction
Change Directive or order for a minor change in the Work.

 

7.2           CHANGE ORDERS

7.2.1        A Change Order is a written instrument
prepared by the Architect and signed by the Owner, Contractor and Architect,
stating their agreement upon all of the following:

.1             change in the Work;

.2             the amount of the
adjustment, if any, in the Contract Sum; and

.3             the extent of the
adjustment, if any, in the Contract Time.

 

7.2.2        Methods used in determining adjustments
to the Contract Sum may include those listed in Subparagraph 7.3.3.

 

7.3           CONSTRUCTION CHANGE DIRECTIVES

7.3.1        A Construction Change Directive is a
written order prepared by the Architect and signed by the Owner and Architect,
directing a change in the Work prior to agreement on adjustment, if any, in the
Contract Sum or Contract Time, or both. The Owner may by Construction Change
Directive, without invalidating the Contract, order changes in the Work within
the general scope of the Contract consisting of additions, deletions or other
revisions, the Contract Sum and Contract Time being adjusted accordingly.

 

7.3.2        A Construction Change Directive shall be
used in the absence of total agreement on the terms of a Change Order.

 

7.3.3        If the Construction Change Directive
provides for an adjustment to the Contract Sum, the adjustment shall be based
on one of the following methods:

	
  .1

  	
   

  	
  mutual
  acceptance of a lump sum properly itemized and supported by sufficient
  substantiating data to permit evaluation;

  
	
  .2

  	
   

  	
  unit prices
  stated in the Contract Documents or subsequently agreed upon;

  
	
  .3

  	
   

  	
  cost to be
  determined in a manner agreed upon by the parties and a mutually acceptable
  fixed or percentage fee; or

  
	
  .4

  	
   

  	
  as provided
  in Subparagraph 7.3.6.

  

 

7.3.4        Upon receipt of a Construction Change
Directive, the Contractor shall promptly proceed with the change in the Work
involved and advise the Architect of the Contractor’s agreement or disagreement
with the method, if any, provided in the Construction Change Directive for
determining the proposed adjustment in the Contract Sum or Contract Time.

 

7.3.5        A Construction Change Directive signed
by the Contractor indicates agreement of the Contractor therewith, including
adjustment in Contract Sum and Contract Time or the method for determining
them. Such agreement shall be effective immediately and shall be recorded as a
Change Order.

 

7.3.6        If the Contractor does not respond
promptly or disagrees with the method for adjustment in the Contract Sum, the
method and the adjustment shall be determined by the Architect on the basis of
reasonable expenditures and savings of those performing the Work attributable
to the change, including, in case of an increase in the Contract Sum, a
reasonable allowance for overhead and profit. In such case, and also under
Clause 7.3.3.3, the Contractor

 

66

 

shall keep and
present, in such form as the Architect may prescribe, an itemized accounting
together with appropriate supporting data. Unless otherwise provided in the
Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be
limited to the following:

	
  .1

  	
   

  	
  costs of
  labor, including social security, old age and unemployment insurance, fringe
  benefits required by agreement or custom, and workers’ compensation
  insurance;

  
	
  .2

  	
   

  	
  costs of
  materials, supplies and equipment, including cost of transportation, whether
  incorporated or consumed;

  
	
  .3

  	
   

  	
  rental costs
  of machinery and equipment, exclusive of hand tools, whether rented from the
  Contractor or others;

  
	
  .4

  	
   

  	
  costs of
  premiums for all bonds and insurance, permit fees, and sales, use or similar
  taxes related to the Work; and

  
	
  .5

  	
   

  	
  additional
  costs of supervision and field office personnel directly attributable to the
  change.

  

 

7.3.7        The amount of credit to be allowed by
Contractor to the Owner for a deletion or change which results in a net
decrease in Contract Sum shall be actual net cost as confirmed by the
Architect. When both additions and credits covering related Work or
substitutions are involved in a change, the allowance for overhead and profit
shall be figured on the basis of net increase, if any, with respect to that
change.

 

7.3.8        Pending final determination of the total
cost of a Construction Change Directive to the Owner, amounts not in dispute
for such changes in the Work shall be included in Applications for Payment
accompanied by a Change Order indicating the parties’ agreement with part or
all of such costs. For any portion of such cost that remains in dispute, the
Architect will make an interim determination for purposes of monthly
certification for payment for those costs. That determination of cost shall
adjust the Contract Sum on the same basis as a Change Order, subject to the
right of either party to disagree and assert a claim in accordance with Article
4.

 

7.3.9        When the Owner and Contractor agree with
the determination made by the Architect concerning the adjustments in the
Contract Sum and Contract Time, or otherwise reach agreement upon the
adjustments, such agreement shall be effective immediately and shall be
recorded by preparation and execution of an appropriate Change Order.

 

7.4           MINOR CHANGES IN THE WORK

7.4.1        The Architect will have authority to
order minor changes in the Work not involving adjustment in the Contract Sum or
extension of the Contract Time and not inconsistent with the intent of the
Contract Documents.  Such changes shall
be effected by written order and shall be binding on the Owner and Contractor.
The Contractor shall carry out such written orders promptly.

 

ARTICLE 8 TIME

8.1           DEFINITIONS

8.1.1        Unless otherwise provided, Contract Time
is the period of time, including authorized adjustments, allotted in the
Contract Documents for Substantial Completion of the Work.

 

8.1.2        The date of commencement of the Work is
the date established in the Agreement. 
The date shall not be postponed by the
failure to act by the Contractor or by persons or entities for whom the
Contractor is responsible.

 

67

 

8.1.3        The date of Substantial Completion is
the date certified by the Architect in accordance with Paragraph 9.8.

 

8.1.4        The term “day” as used in the Contract
Documents shall mean calendar day unless otherwise specifically defined.

 

8.2           PROGRESS AND COMPLETION

8.2.1        Time limits stated in the Contract
Documents are of the essence of the Contract. 
By executing the Agreement the Contractor confirms that the Contract
Time is a reasonable period for performing the Work.

 

8.2.2        The Contractor shall not knowingly,
except by agreement or instruction of the Owner in writing, prematurely
commence operations on the site or elsewhere prior to the effective date of
insurance required by Article II to be furnished by the Contractor and Owner.  The date of commencement of the Work shall
not be changed by the effective date of such insurance.  Unless the date of commencement is
established by the Contract Documents or a notice to proceed given by the
Owner, the Contractor shall notify the Owner in writing not less than five days
or other agreed period before commencing the Work to permit the timely filing
of mortgages, mechanic’s liens and other security interests.

 

8.2.3        The Contractor shall proceed
expeditiously with adequate forces and shall achieve Substantial Completion
within the Contract Time.

 

8.3           DELAYS AND EXTENSIONS OF TIME

8.3.1        If the Contractor is delayed at any time
in the commencement or progress of the Work by an act or neglect of the Owner
or Architect, or of an employee of either, or of a separate contractor employed
by the Owner, or by changes ordered in the Work, or by labor disputes, fire,
unusual delay in deliveries, unavoidable casualties or other causes beyond the
Contractor’s control, or by delay authorized by the Owner pending mediation and
arbitration, or by other causes which the Architect determines may justify
delay, then the Contract Time shall be extended by Change Order for such
reasonable time as the Architect may determine.

 

8.3.2        Claims relating to time shall be made in
accordance with applicable provisions of Paragraph 4.3.

 

8.3.3        This Paragraph 8.3 does not preclude
recovery of damages for delay by either party under other provisions of the
Contract Documents.  No claim for delay shall be allowed on account of
failure of the Architect to furnish Drawings, Specifications or instructions or
to return Shop Drawings or Samples until five (5) days after receipt by the
Architect by registered or certified mail of written demand for such
instructions, Drawings, or Samples, and not then unless such claim be
reasonable.

 

ARTICLE 9 PAYMENTS AND
COMPLETION

9.1           CONTRACT SUM

9.1.1        The Contract Sum is stated in the
Agreement and, including authorized adjustments, is the total amount payable by
the Owner to the Contractor for performance of the Work under the Contract
Documents.

 

9.2           SCHEDULE OF VALUES

9.2.1        Before the first Application for
Payment, the Contractor shall submit to the Architect a schedule of values
allocated to various portions of the Work, prepared in such form and

 

68

 

supported by
such data to substantiate its accuracy as the Architect may require.  This schedule, unless objected to by the
Architect, shall be used as a basis for reviewing the Contractor’s Applications
for Payment.

 

9.3           APPLICATIONS FOR PAYMENT

9.3.1        At least ten days before the date
established for each progress payment. 
At the time or times established in
the Contract, the Contractor shall submit to the Architect an
itemized Application for Payment for operations completed in accordance with
the schedule of values.  The format and number of copies of such Applications
for Payment shall be as directed by the Owner.  Such application shall be notarized, if
required, and supported by such data substantiating the Contractor’s right to
payment as the Owner or Architect may require, such as copies of requisitions
from Subcontractors and material suppliers, and reflecting retainage if
provided for in the Contract Documents.

 

9.3.1.1     As
provided in Subparagraph 7.3.8, such applications may include requests for
payment on account of changes in the Work which have been properly authorized
by Construction Change Directives, or by interim determinations of the
Architect, but not yet included in Change Orders.

 

9.3.1.2     Such applications may not include requests
for payment for portions of the Work for which the Contractor does not intend
to pay to a Subcontractor or material supplier, unless such Work has been
performed by others whom the Contractor intends to pay.

 

9.3.2        Unless otherwise provided in the
Contract Documents, payments shall be made on account of materials and
equipment delivered and suitably stored at the site for subsequent
incorporation in the Work.  If approved
in advance by the Owner (including such
evidence of insurance and title as Owner shall request of Contractor and/or
Subcontractor), payment may similarly be made for materials and
equipment suitably stored off the site at a location agreed upon in
writing.  Payment for materials and
equipment stored on or off the site shall be conditioned upon compliance by the
Contractor with procedures satisfactory to the Owner to establish the Owner’s
title to such materials and equipment or otherwise protect the Owner’s
interest, and shall include the costs of applicable insurance, storage and
transportation to the site for such materials and equipment stored off the
site.

 

9.3.3        The Contractor warrants that title to
all Work covered by an Application for Payment will pass to the Owner either by incorporation in the construction or upon
the receipt of payment by the Contractor, whichever occurs first, free and
clear from all liens, claims, security interests and encumbrances, hereinafter
referred to in this Article 9 as “liens”  no later than the
time of payment.  The Contractor further
warrants that upon submittal of an Application for Payment all Work for which
Certificates for Payment have been previously issued and payments received from
the Owner shall, to the best of the Contractor’s knowledge, information and belief,
be free and clear of liens, claims, security interests or encumbrances in favor
of the Contractor, Subcontractors, material suppliers, or other persons or
entities making a claim by reason of having provided labor materials and
equipment relating to the Work.

 

9.3.4       Each
Application for Payment or periodic estimate requesting payment shall be
accompanied at the Owner’s option by: 
(i) a waiver of liens from each subcontractor or (ii) a certificate from
each

 

69

 

Subcontractor stating that the Subcontractor
has been paid all amounts due the Subcontractor on the basis of the previous
periodic payment to the Contractor, or else stating the amount not so paid and
the reason for the discrepancy.  In the
event of such discrepancy, the Contractor shall furnish the Contractor’s own
written explanation to the Owner through the Architect.  Such waiver or certificate shall be in form
acceptable to the Owner.

 

In the event that any lien security interest
chattel mortgage or conditional bill of sale shall be filed by any party
claiming by, through or under the Contractor, the Contractor shall promptly
remove or discharge such lien, security interest chattel mortgage or
conditional bill of sale by bonding payment, or otherwise provided that the
Owner has discharged its payment obligations to the Contractor relating to any
such lien and shall indemnify the Owner against the loss, damage or expenses
(including reasonable attorneys’ fees and expenses) caused by any such lien,
security interest, chattel mortgage or conditional bill of sale.  If the Contractor shall fail to so remove or
discharge the same within five (5) days after notice from the Owner (but in no
event later than the date on which the next payment on an Application for
Payment becomes due) the Owner shall have the right to remove or discharge the
same by bonding payment or otherwise for the account of the Contractor and the
amount of any payment, cost and expenses made or incurred by the Owner in
connection with the removal or discharge thereof may be withheld from any
payment thereafter becoming due or shall be reimbursed promptly to the Owner by
the Contractor.

 

9.4           CERTIFICATES FOR PAYMENT

9.4.1        The Architect will, within seven days
after receipt of the Contractor’s Application for Payment, either issue to the
Owner a Certificate for Payment, with a copy to the Contractor, for such amount
as the Architect determines is properly due, or notify the Contractor and Owner
in writing of the Architect’s reasons for withholding certification in whole or
in part as provided in Subparagraph 9.5.1.

 

9.4.2        The issuance of a Certificate for
Payment will constitute a representation by the Architect to the Owner, based
on the Architect’s evaluation of the Work and the data comprising the
Application for Payment, that the Work has progressed to the point indicated
and that, to the best of the Architect’s knowledge, information and belief, the
quality of the Work is in accordance with the Contract Documents.  The foregoing representations are subject to
an evaluation of the Work for conformance with the Contract Documents upon
Substantial Completion, to results of subsequent tests and inspections, to
correction of minor deviations from the Contract Documents prior to completion
and to specific qualifications expressed by the Architect.  The issuance of a Certificate for Payment
will further constitute a representation that the Contractor is entitled to
payment in the amount certified. 
However, the issuance of a

 

70

 

Certificate
for Payment will not be a representation that the Architect has (1) made
exhaustive or continuous on-site inspections to check the quality or quantity
of the Work, (2) reviewed construction means, methods, techniques, sequences or
procedures, (3) reviewed copies of requisitions received from Subcontractors
and material suppliers and other data requested by the Owner to substantiate
the Contractor’s right to payment, or (4) made examination to ascertain how or
for what purpose the Contractor has used money previously paid on account of
the Contract Sum.

 

9.5           DECISIONS TO WITHHOLD CERTIFICATION

9.5.1        The Architect may withhold a Certificate
for Payment in whole or in part, to the extent reasonably necessary to protect
the Owner, if in the Architect’s opinion the representations to the Owner
required by Subparagraph 9.4.2 cannot be made. 
If the Architect is unable to certify payment in the amount of the
Application, the Architect will notify the Contractor and Owner as provided in
Subparagraph 9.4.1.  If the Contractor
and Architect cannot agree on a revised amount, the Architect will promptly
issue a Certificate for Payment for the amount for which the Architect is able
to make such representations to the Owner. 
The Architect may also withhold a Certificate for Payment or, because of
subsequently discovered evidence, may nullify the whole or a part of a
Certificate for Payment previously issued, to such extent as may be necessary
in the Architect’s opinion to protect the Owner from loss for which the
Contractor is responsible, including loss resulting from acts and omissions
described in Subparagraph 3.3.2, because of:

	
  .1

  	
   

  	
  defective
  Work not remedied;

  
	
  .2

  	
   

  	
  third party
  claims filed or reasonable evidence indicating probable filing of such claims
  unless security acceptable to the Owner is provided by the Contractor;

  
	
  .3

  	
   

  	
  failure of
  the Contractor to make payments properly to Subcontractors or for labor,
  materials or equipment;

  
	
  .4

  	
   

  	
  reasonable
  evidence that the Work cannot be completed for the unpaid balance of the
  Contract Sum;

  
	
  .5

  	
   

  	
  damage to
  the Owner or another contractor;

  
	
  .6

  	
   

  	
  reasonable
  evidence that the Work will not be completed within the Contract Time, and
  that the unpaid balance would not be adequate to cover actual or liquidated
  damages for the anticipated delay; or

  
	
  .7

  	
   

  	
  persistent
  failure to carry out the Work in accordance with the Contract Documents.

  

 

.8             A
lien or attachment is filed in violation of this Agreement.

 

9.5.2        When the above reasons for withholding
certification are removed, certification will be made for amounts previously
withheld.

 

9.6           PROGRESS PAYMENTS

9.6.1        After the Architect has issued a
Certificate for Payment, the Owner shall make payment in the manner and within
the time provided in the Contract Documents, and shall so notify the Architect.

 

9.6.2        The Contractor shall promptly pay each
Subcontractor, upon receipt of payment from the Owner, out of the amount paid
to the Contractor on account of such Subcontractor’s portion of the Work, the
amount to which said Subcontractor is entitled, reflecting percentages actually
retained from payments to the Contractor on account of such Subcontractor’s
portion of the Work.  The Contractor
shall, by appropriate agreement with each Subcontractor, require each
Subcontractor to make payments to Sub-subcontractors in a similar manner.

 

9.6.3        The Architect will, on request,
furnish to a Subcontractor, if practicable, information regarding percentages
of completion of amounts applied for by the Contractor and action

 

71

 

taken thereon by the Architect and Owner on account of portions of the
Work done by such Subcontractor.

 

9.6.4        Neither the Owner nor Architect shall
have an obligation to pay or to see to the payment of money to a Subcontractor Sub-subcontractor of material supplier,
except as may otherwise be required by law.

 

9.6.5        Payment to material suppliers shall be
treated in a manner similar to that provided in Subparagraphs 9.6.2, 9.6.3 and
9.6.4.

 

9.6.6        A Certificate for Payment, a progress
payment, or partial or entire use or occupancy of the Project by the Owner
shall not constitute acceptance of Work not in accordance with the Contract
Documents.

 

9.6.7        Unless the Contractor provides the Owner
with a payment bond in the full penal sum of the Contract Sum, payments
received by the Contractor for Work properly performed by Subcontractors and
suppliers shall be held by the Contractor for those Subcontractors or suppliers
who performed Work or furnished materials, or both, under contract with the
Contractor for which payment was made by the Owner.  Nothing contained herein shall require money to be placed in a
separate account and not commingled with money of the Contractor, shall create
any fiduciary liability or tort liability on the part of the Contractor for
breach of trust or shall entitle any person or entity to an award of punitive
damages against the Contractor for breach of the requirements of this
provision.

 

9.7           FAILURE OF PAYMENT

9.7.1        If the Architect does not issue a
Certificate for Payment, through no fault of the Contractor, within seven days
after receipt of the Contractor’s Application for Payment, or if the Owner does
not pay the Contractor within seven days after the date established in the
Contract Documents the amount certified by the Architect or awarded by
arbitration, then the Contractor may, upon seven additional days’ written
notice to the Owner and Architect, stop the Work until payment of the amount
owing has been received.  The Contract
Time shall be extended appropriately and the Contract Sum shall be increased by
the amount of the Contractor’s reasonable costs of shut-down, delay and
start-up, plus interest as provided for in the Contract Documents.

 

9.8           SUBSTANTIAL COMPLETION

9.8.1        Substantial Completion is the stage in
the progress of the Work when the Work or designated portion thereof is
sufficiently complete in accordance with the Contract Documents so that the
Owner can occupy or utilize the Work for its intended use and only minor items which can be corrected or
completed without any material interference with the Owner’s use of the Work
remain to be corrected or completed.

 

9.8.2        When the Contractor considers that the
Work, or a portion thereof which the Owner agrees to accept separately, is
substantially complete, the Contractor shall prepare and submit to the
Architect a comprehensive list of items to be completed or corrected prior to
final payment.  Failure to include an
item on such list does not alter the responsibility of the Contractor to
complete all Work in accordance with the Contract Documents.

 

9.8.3        Upon receipt of the Contractor’s list,
the Architect will make an inspection to determine whether the Work or
designated portion thereof is substantially complete.  If the Architect’s inspection discloses any item, whether or not
included on the Contractor’s list, which is not sufficiently complete in
accordance with the Contract Documents so that the

 

72

 

Owner can
occupy or utilize the Work or designated portion thereof for its intended use,
the Contractor shall, before issuance of the Certificate of Substantial
Completion, complete or correct such item upon notification by the Architect.  In such case, the Contractor shall then
submit a request for another inspection by the Architect to determine
Substantial Completion.

 

9.8.4        When the Work or designated portion
thereof is substantially complete, the Architect will prepare a Certificate of
Substantial Completion which shall establish the date of Substantial
Completion, shall establish responsibilities of the Owner and Contractor for
security, maintenance, heat, utilities, damage to the Work and insurance, and
shall fix the time within which the Contractor shall finish all items on the
list accompanying the Certificate. 
Warranties required by the Contract Documents shall commence on the date
of Substantial Completion of the Work or designated portion thereof unless
otherwise provided in the Certificate of Substantial Completion.

 

9.8.5        The Certificate of Substantial
Completion shall be submitted to the Owner and Contractor for their written
acceptance of responsibilities assigned to them in such Certificate.  Upon such acceptance and consent of surety,
if any, the Owner shall make payment of retainage applying to such Work or
designated portion thereof.  Such
payment shall be adjusted for Work that is incomplete or not in accordance with
the requirements of the Contract Documents.

 

9.9           PARTIAL OCCUPANCY OR USE

9.9.1        The Owner may occupy or use any
completed or partially completed portion of the Work at any stage when such
portion is designated by separate agreement with the Contractor, provided such
occupancy or use is consented to by the insurer as required under Clause
11.4.1.5 and authorized by public authorities having jurisdiction over the
Work.  Such partial occupancy or use
may commence  begin whether
or not the portion is substantially complete, provided that the respective responsibilities of the Owner and Contractor with respect to have accepted in
writing the responsibilities assigned to each of them for payments,
retainage, if any, security, maintenance, heat, utilities, damage to the Work, and insurance, correction of the Work and warranties shall be
established by agreement of the Owner and Contractor or, absent such agreement
shall be determined by the Architect subject to the right of either party to
contest such determination as provided in Paragraph 4.5. and
have agreed in writing concerning the period for correction of the Work and
commencement of warranties required by the Contract Documents.  When the Contractor considers a portion
substantially complete, the Contractor shall prepare and submit a list to the
Architect as provided under Subparagraph 9.8.2.  Consent of the Contractor to partial occupancy or use shall not
be unreasonably withheld.  The stage of
the progress of the Work shall be determined by written agreement between the
Owner and Contractor or, if no agreement is reached, by decision of the
Architect.

 

9.9.2        Immediately prior to such partial
occupancy or use, the Owner, Contractor and Architect shall jointly inspect the
area to be occupied or portion of the Work to be used in order to determine and
record the condition of the Work.

 

9.9.3        Unless otherwise agreed upon, partial
occupancy or use of a portion or portions of the Work shall not constitute
acceptance of Work not complying with the requirements of the Contract
Documents.

 

9.10         FINAL COMPLETION AND FINAL PAYMENT

 

73

 

9.10.1      Upon receipt of written notice that the
Work is ready for final inspection and acceptance and upon receipt of a final
Application for Payment, the Architect will promptly make such inspection and,
when the Architect finds the Work acceptable under the Contract Documents and
the Contract fully performed, the Architect will promptly issue a final
Certificate for Payment stating that to the best of the Architect’s knowledge,
information and belief, and on the basis of the Architect’s on-site visits and
inspections, the Work has been completed in accordance with terms and
conditions of the Contract Documents and that the entire balance found to be
due the Contractor and noted in the final Certificate is due and payable.  The Architect’s final Certificate for
Payment will constitute a further representation that conditions listed in
Subparagraph 9.10.2 as precedent to the Contractor’s being entitled to final
payment have been fulfilled.

 

9.10.2      Neither final payment nor any remaining
retained percentage shall become due until the Contractor submits to the
Architect (1) an affidavit that payrolls, bills for materials and equipment,
and other indebtedness connected with the Work for which the Owner or the
Owner’s property might be responsible or encumbered (less amounts withheld by
Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that
insurance required by the Contract Documents to remain in force after final
payment is currently in effect and will not be canceled or allowed to expire
until at least 30 days’ prior written notice has been given to the Owner, (3) a
written statement that the Contractor knows of no substantial reason that the
insurance will not be renewable to cover the period required by the Contract
Documents, (4) consent of surety, if any, to final payment and (5), if required
by the Owner, other data establishing payment or satisfaction of obligations,
such as receipts, releases and waivers of liens, claims, security interests or
encumbrances arising out of the Contract, to the extent and in such form as may
be designated by the Owner.  If a
Subcontractor refuses to furnish a release or waiver required by the Owner, the
Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner
against such lien.  Provided Owner is not in breach of its payment
obligations under the Contract, if the Contractor fails to furnish such
releases or waivers as the Owner reasonably requires to satisfy the Owner that
there are no outstanding liens, the Owner may require the Contractor as a
condition of final payment and at the Contractor’s expense to furnish a bond
satisfactory to the Owner to indemnify the Owner against any such liens.  If such lien remains
unsatisfied after payments are made, the Contractor shall refund to the Owner
all money that the Owner may be compelled to pay in discharging such lien,
including all costs and reasonable attorneys’ fees.

 

9.10.3      If, after Substantial Completion of the
Work, final completion thereof is materially delayed through no fault of the
Contractor or by issuance of Change Orders affecting final completion, and the
Architect so confirms, the Owner shall, upon application by the Contractor and
certification by the Architect, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and
accepted.  If the remaining balance for
Work not fully completed or corrected is less than retainage stipulated in the
Contract Documents, and if bonds have been furnished, the written consent of
surety to payment of the balance due for that portion of the Work fully
completed and accepted shall be submitted by the Contractor to the Architect
prior to certification of such payment. 
Such payment shall be made under terms and conditions governing final
payment, except that it shall not constitute a waiver of claims.

 

9.10.4      The making of final payment shall
constitute a waiver of Claims by the Owner except those arising from:

.1             liens, Claims,
security interests or encumbrances arising out of the Contract and unsettled;

 

74

 

.2             failure of the Work
to comply with the requirements of the Contract Documents; or

.3             terms of special
warranties required by the Contract Documents.

 

9.10.5      Acceptance of final payment by the
Contractor, a Subcontractor or material supplier shall constitute a waiver of
claims by that payee except those previously made in writing and identified by
that payee as unsettled at the time of final Application for Payment.

 

	
  ARTICLE 10

  	
   

  	
  PROTECTION
  OF PERSONS AND PROPERTY

  
	 
	
  10.1

  	
   

  	
  SAFETY
  PRECAUTIONS AND PROGRAMS

  
	 
	
  10.1.1

  	
   

  	
  The
  Contractor shall be responsible for initiating, maintaining and supervising
  all safety precautions and programs 

  
				

in connection
with the performance of the Contract.

 

10.2         SAFETY OF PERSONS AND PROPERTY

10.2.1      The Contractor shall take reasonable
precautions for safety of, and shall provide reasonable protection to prevent
damage, injury or loss to:

	
  .1

  	
   

  	
  employees on
  the Work and other persons who may be affected thereby;

  
	
  .2

  	
   

  	
  the Work and
  materials and equipment to be incorporated therein, whether in storage on or
  off the site, under care, custody or control of the Contractor or the
  Contractor’s Subcontractors or Sub-subcontractors; and

  
	
  .3

  	
   

  	
  other
  property at the site or adjacent thereto, such as trees, shrubs, lawns,
  walks, pavements, roadways, structures and utilities not designated for
  removal, relocation or replacement in the course of construction.

  

 

10.2.2      The Contractor shall give notices and
comply with applicable laws, ordinances, rules, regulations and lawful orders
of public authorities bearing on safety of persons or property or their
protection from damage, injury or loss.

 

10.2.3      The Contractor shall erect and maintain,
as required by existing conditions and performance of the Contract, reasonable
safeguards for safety and protection, including posting danger signs and other
warnings against hazards, promulgating safety regulations and notifying owners
and users of adjacent sites and utilities.

 

10.2.4      When use or storage of explosives or other
hazardous materials or equipment or unusual methods are necessary for execution
of the Work, the Contractor shall exercise utmost care and carry on such
activities under supervision of properly qualified personnel.

 

10.2.5      The Contractor shall promptly remedy
damage and loss (other than damage or loss insured under property insurance
required by the Contract Documents) to property referred to in Clauses 10.2.1.2
and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a
Sub-subcontractor, or anyone directly or indirectly employed by any of them, or
by anyone for whose acts they may be liable and for which the Contractor is
responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss
attributable to acts or omissions of the Owner or Architect or anyone directly
or indirectly employed by either of them, or by anyone for whose acts either of
them may be liable, and not attributable to the fault or negligence of the
Contractor.  The foregoing obligations
of the Contractor are in addition to the Contractor’s obligations under
Paragraph 3.18.

 

10.2.6      The Contractor shall designate a
responsible member of the Contractor’s organization at the site whose duty
shall be the prevention of accidents. 
This person shall be the Contractor’s superintendent unless otherwise
designated by the Contractor in writing to the Owner and Architect.

 

75

 

10.2.7      The Contractor shall not load or permit
any part of the construction or site to be loaded so as to endanger its safety.

 

10.3         HAZARDOUS MATERIALS

10.3.1      If reasonable precautions will be
inadequate to prevent foreseeable bodily injury or death to persons resulting
from a material or substance, including but not limited to asbestos or
polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the
Contractor shall, upon recognizing the condition, immediately stop work in the
affected areas and report the condition to the Owner and Architect in writing.

 

10.3.2      The Owner shall obtain the services of a
licensed laboratory to verify the presence or absence of the material or
substance reported by the Contractor and, in the event such material or
substance is found to be present, to verify that it has been rendered
harmless.  Unless otherwise required by
the Contract Documents, the Owner shall furnish in writing to the Contractor
and Architect the names and qualifications of persons or entities who are to
perform tests verifying the presence or absence of such material or substance
or who are to perform the task of removal of safe containment of such material
or substance.  The Contractor and the
Architect will promptly reply to the Owner in writing stating whether or not
either has reasonable objection to the persons or entities proposed by the
Owner.  If either the Contractor or
Architect has an objection to a person or entity proposed by the Owner, the
Owner shall propose another to whom the Contractor and the Architect have no
reasonable objection.  When the material
or substance has been rendered harmless, Work in the affected area shall resume
upon written agreement of the Owner and Contractor.  The Contract time shall be extended appropriately and the
Contract Sum shall be increased in the amount of the Contractor’s reasonable
additional costs of shut-down, delay and start-up, which adjustments shall be
accomplished as provided in Article 7.

 

10.3.3      To the fullest extent permitted by law,
the Owner shall indemnify and hold harmless the Contractor, Subcontractors,
Architect, Architect’s consultants and agents and employees of any of them from
and against claims, damages, losses and expenses, including but not limited to
attorney’s fees, arising out of or resulting from performance of the Work in
the affected area if in fact the material or substance presents the risk of
bodily injury or death as described in Subparagraph 10.3.1 and has not been
rendered harmless, provided that such claim, damage, loss or expense is
attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property (other than the Work itself) and provided that
such damage, loss or expense is not due to the sole negligence of a party
seeking indemnity.

 

10.4         The Owner shall not be responsible
under Paragraph 10.3 for materials and substances brought to the site by the
Contractor unless such materials or substances were required by the Contract
Documents.

 

10.5         If, without negligence on the part of
the Contractor, the Contractor is held liable for the cost of remediation of a
hazardous material or substance solely by reason of performing Work as required
by the Contract Documents, the Owner shall indemnify the Contractor for all
cost and expense thereby incurred.

 

10.6         EMERGENCIES

10.6.1      In an emergency affecting safety of
persons or property, the Contractor shall act, at the Contractor’s discretion,
to prevent threatened damage, injury or loss. 
Additional compensation or extension of time claimed by the Contractor
or account of an emergency shall be determined as provided in Paragraph 4.3 and
Article 7.

 

ARTICLE 11 INSURANCE AND BONDS

11.1         CONTRACTOR’S LIABILITY INSURANCE

 

76

 

11.1.1      The Contractor shall purchase from and
maintain in a company or companies lawfully authorized to do business in the
jurisdiction in which the Project is located such insurance as will protect the
Contractor from claims set forth below which may arise out of or result from
the Contractor’s operations under the Contract and for which the Contractor may
be legally liable, whether such operations be by the Contractor or by a
Subcontractor or by anyone directly or indirectly employed by any of them, or
by anyone for whose acts any of them may be liable:

	
  .1

  	
   

  	
  claims under workers’ compensation,
  disability benefit and other similar employee benefit acts which are
  applicable to the Work to be performed;

  
	
  .2

  	
   

  	
  claims for damages because of bodily
  injury, occupational sickness or disease, or death of the Contractor’s employees;

  
	
  .3

  	
   

  	
  claims for damages because of bodily
  injury, sickness or disease, or death of any person other than the
  Contractor’s employees;

  
	
  .4

  	
   

  	
  claims for damages insured by usual
  personal injury liability coverage;

  
	
  .5

  	
   

  	
  claims for damages, other than to the Work
  itself, because of injury to or destruction of tangible property, including
  loss of use resulting therefrom;

  
	
  .6

  	
   

  	
  claims for damages because of bodily
  injury, death of a person or property damage arising out of ownership,
  maintenance or use of a motor vehicle;

  
	
  .7

  	
   

  	
  claims for bodily injury or property damage
  arising out of completed operations; and

  
	
  .8

  	
   

  	
  claims involving contractual liability
  insurance applicable to the Contractor’s obligations under Paragraph 3.18

  

 

11.1.2      The insurance required by Subparagraph
11.1.1 shall be written for not less than limits of liability specified in
the Contract Documents or required by law, whichever coverage is greater.  Coverages, whether written on an occurrence
or claims made basis, shall be maintained without interruption from date of
commencement of the Work until date of final payment and termination of any
coverage required to be maintained after final payment- include all major divisions of coverage, and shall be
on a comprehensive general basis including Premises and Operations (including
X-C-U), Owner’s and Contractor’s Protective, Products and Completed Operations,
and Owner non-owned, and Hired Motor Vehicles. Such insurance shall be written
for not less than any limits of liability required by law or those set forth in
Contract Documents, whichever is greater.

 

All insurance shall be written on an
occurrence basis, unless the Owner approves in writing coverage on a
claims-made basis. Coverages, whether written on an occurrence or claims-made
basis, shall be maintained maintained without interruption from date of
commencement of the Work until date of final payment and termination of any
coverage required to be maintained after final payment. The Owner, Architect,
Architect’s consultants and their respective officers, employees, partners,
directors, shareholders, agents, successors and assigns shall be added as an
Additional Insureds on all policies.

 

77

 

The insurance afforded by this policy is
primary insurance except when stated to apply in excess of or contingent upon
the absence of other insurance.  When
this insurance is primary, and the insured has other insurance which is stated
to be applicable to the loss on an excess or contingent basis the amount of the
company’s liability under this policy shall not be reduced by the existence of
such other insurance.

 

11.1.3      Certificates of insurance acceptable to
the Owner shall be filed with the Owner prior to commencement of the Work.  These certificates and the insurance
policies required by this Paragraph 11.1 shall contain a provision that
coverges afforded under the policies will not be canceled or allowed to expire
until at least 30 days’ prior written notice has been given to the Owner.  These
certificates shall set forth evidence of all coverage required by 11.1.1. and
11.1.2.  The form of certificate shall
be substantially - similar to AIA Document G715.  Certificates to be delivered shall name the Owner, Architect,
Architect’s consultants and their respective officers, employees, partners,
directors, shareholders, agents, successors and assigns as Additional Insureds
on all policies, and the following additional insured:

 

Delaware North Companies Incorporated, Its
employees, officers, partners, directors, shareholders, agents, successors, and
assigns 

40 Fountain Plaza, Buffalo, New York 
14202.

The Contractor shall furnish to the Owner
copies of any endorsements that are subsequently issued amending limits of
coverage. 
If any of the foregoing insurance coverages are required to remain in
force after final payment and are reasonably available, an additional
certificate evidencing continuation of such coverage shall be submitted with
the final Application for Payment as required by Subparagraph 9.10.2.  Information concerning reduction of coverage
on account of revised limits or claims paid under the General Aggregate, or
both, shall be furnished by the Contractor with reasonable promptness in
accordance with the Contractor’s information and belief.

 

11.2         OWNER’S LIABILITY INSURANCE

11.2.1      The Owner shall be responsible for
purchasing and maintaining the Owner’s usual liability insurance.

 

11.3         PROJECT MANAGEMENT PROTECTIVE LIABILITY
INSURANCE

11.3.1      Optionally, the Owner may require the
Contractor to purchase and maintain Project Management Protective Liability
insurance from the Contractor’s usual sources as primary coverage for the
Owner’s, Contractor’s and Architect’s vicarious liability for construction
operations under the Contract.  Unless
otherwise required by the Contract Documents, the Owner shall reimburse the
Contractor by increasing the Contract Sum to pay the cost of purchasing and
maintaining such optional insurance coverage, and the Contractor shall not be
responsible for purchasing any other liability insurance on behalf of the
Owner.  The minimum limits of liability
purchased with such coverage shall be equal to the aggregate of the limits
required for Contractor’s Liability Insurance under Clauses 11.1.1.2 through
11.1.1.5.

 

78

 

11.3.2      To the extent damages are covered by
Project Management Protective Liability insurance, the Owner, Contractor and
Architect waive all rights against each other for damages, except such rights
as they may have to the proceeds of such insurance.  The policy shall provide for such waivers of subrogation by
endorsement or otherwise.

 

11.3.3      The Owner shall not require the Contractor
to include the Owner, Architect or other persons or entities as additional
insureds on the Contractor’s Liability Insurance coverage under Paragraph 11.1.

 

11.4         PROPERTY INSURANCE

11.4.1      Unless otherwise provided, the Owner shall
purchase and maintain, in a company or companies lawfully authorized to do
business in the jurisdiction in which the Project is located, property
insurance written on a builder’s risk “all-risk” or equivalent policy form in
the amount of the initial Contract Sum, plus value of subsequent Contract
modifications and cost of materials supplied or installed by others, comprising
total value for the entire Project at the site on a replacement cost basis
without optional deductibles. Such property insurance shall be maintained,
unless otherwise provided in the Contract Documents or otherwise agreed in
writing by all persons and entities who are beneficiaries of such insurance,
until final payment has been made as provided in Paragraph 9.10 or until no
person or entity other than the Owner has an insurable interest in the property
required by this Paragraph 11.4 to be covered, whichever is later.  This insurance shall include interests of
the Owner, the Contractor, Subcontractors and Sub-subcontractors in the
Project.

 

11.4.1.1  Property insurance shall be on an “all-risk”
or equivalent policy form and shall include, without limitation, insurance
against the perils of fire (with extended coverage) and physical loss or damage
including, without duplication of coverage, theft, vandalism, malicious
mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup,
temporary buildings and debris removal including demolition occasioned by
enforcement of any applicable legal requirements, and shall cover reasonable
compensation for Architect’s and Contractor’s services and expenses required as
a result of such insured loss.

 

11.4.1.2  If the Owner does not intend to purchase
such property insurance required by the Contract and with all of the coverages
in the amount described above, the Owner shall so inform the Contractor in
writing prior to commencement of the Work. 
The Contractor may then effect insurance which will protect the
interests of the Contractor, Subcontractors and Sub-subcontractors in the Work,
and by appropriate Change Order the cost thereof shall be charged to the
Owner.  If the Contractor is damaged by
the failure or neglect of the Owner to purchase or maintain insurance as
described above, without so notifying the Contractor in writing, then the Owner
shall bear all reasonable costs properly attributable there.  If the
property insurance requires minimum deductibles and such deductibles are
identified in the Contract Documents, the Contractor shall pay insurance
required minimum deductibles and such deductibles are identified in the
Contract Documents, the Contractor shall pay costs not covered because of such
deductibles.  If the Owner or insurer
increases the required minimum deductibles above the amount so identified or if
the Owner elects to purchase this insurance with voluntary deductible amounts,
the Owner shall be responsible for payment of the additional costs not covered
because of such increased or voluntary deductibles.

 

79

 

11.4.1.3  If the property insurance requires
deductibles, the Owner shall pay costs not covered because of such deductibles.

 

11.4.1.4  This property insurance shall cover portions
of the Work stored off the site, and also portions of the Work in transit.

 

11.4.1.5  Partial occupancy or use in accordance with
Paragraph 9.9 shall not commence until the insurance company or companies
providing property insurance have consented to such partial occupancy or use by
endorsement or otherwise.  The Owner and
the Contractor shall take reasonable steps to obtain consent of the insurance
company or companies and shall, without mutual written consent, take no action
with respect to partial occupancy or use that would cause cancellation, lapse
or reduction of insurance.

 

11.4.2      Boiler and Machinery Insurance.  The Owner shall purchase and maintain boiler
and machinery insurance required by the Contract Document or by law, which
shall specifically cover such insured objects during installation and until
final acceptance by the Owner; this insurance shall include interests of the
Owner, Contractor, Subcontractors and Sub-subcontractors in the Work, and the
Owner and Contractor shall be named insureds.

 

11.4.3      Loss of Use Insurance.  The Owner, at the Owner’s option, may
purchase and maintain such insurance as will insure the Owner against loss of
use of the Owner’s property due to fire or other hazards, however caused.  The Owner waives all rights of action
against the Contractor for loss of use of the Owner’s property, including
consequential losses due to fire or other hazards however caused.

 

11.4.4      If the Contractor requests in writing that
insurance for risks other than those described herein or other special causes
of loss be included in the property insurance policy, the Owner shall, if
possible, include such insurance, and the cost thereof shall be charged to the
Contractor by appropriate Change Order.

 

11.4.5      If during the Project construction period
the Owner insures properties, real or personal or both, at or adjacent to the
site by property insurance under policies separate from those insuring the
Project, or if after final payment property insurance is to be provided on the
completed Project through a policy or policies other than those insuring the
Project during the construction period, the Owner shall waive all rights in
accordance with the terms of Subparagraph 11.4.7 for damages caused by fire or
other causes of loss covered by this separate property insurance.  All separate policies shall provide this
waiver of subrogation by endorsement or otherwise.

 

11.4.6      Before an exposure to loss may occur, the
Owner shall file with the Contractor a copy of each policy that includes
insurance coverages required by this Paragraph 11.4.  Each policy shall contain all generally applicable conditions,
definitions, exclusions and endorsements related to this Project.  Each policy shall contain a provision that
the policy will not be cancelled or allowed to expire, and that its limits will
not be reduced, until at least 30 days’ prior written notice has been given to
the Contractor.

 

11.4.7      Waivers of Subrogation.  The Owner and Contractor waive all rights
against (1) each other and any of their subcontractors, sub-subcontractors,
agents and employees, each of the other, and (2) the Architect, Architect’s
consultants, separate contractors described in Article 6, if any, and any of
their subcontractors, sub-subcontractors, agents and employees, for damages
caused by fire or other causes of loss to the extent covered by property
insurance obtained pursuant to this Paragraph 11.4 or other property insurance
applicable to the Work, except such rights as they have to proceeds of such
insurance held by the Owner as fiduciary. 
The Owner or Contractor, as appropriate, shall require of the Architect,
Architect’s consultants, separate contractors described in Article 6, if any,
and the subcontractors, sub-subcontractors,

 

80

 

agents and
employees of any of them, by appropriate agreements, written where legally
required for validity, similar waivers each in favor of other parties
enumerated herein.  The policies shall
provide such waivers of subrogation by endorsement or otherwise.  A waiver of subrogation shall be effective
as to a person or entity even though that person or entity would otherwise have
a duty of indemnification, contractual or otherwise, and whether or not  did not pay
the insurance premium has
directly or indirectly been paid,
and whether or not the person or entity had on insurable interest in the
property damaged.

 

11.4.8      A loss insured under Owner’s property
insurance shall be adjusted by the Owner as fiduciary and made payable to the
Owner as fiduciary for the insureds, as their interests may appear, subject to
requirements of any applicable mortgage clause and of Subparagraph
11.4.10.  The Contractor shall pay
Subcontractors their just shares of insurance proceeds received by the
Contractor, and by appropriate agreements, written where legally required for
validity, shall require Subcontractors to make payments to their
sub-contractors in similar manner.

 

11.4.9      If required in writing by a party in
interest, the Owner as fiduciary shall, upon occurrence of an insured loss,
give bond for proper performance of the Owner’s duties.  The cost of required bonds shall be charged
against proceeds received as fiduciary. 
The Owner shall deposit in a separate account proceeds so received,
which the Owner shall distribute in accordance with such agreement as the
parties in interest may reach, or in accordance with an arbitration award in
which case the procedure shall be as provided in Paragraph 4.6.  If after such loss no other special
agreement is made and unless the Owner terminates the Contract for convenience,
replacement of damaged property shall be performed by the Contractor after
notification of a Change in the Work in accordance with Article 7.

 

11.4.10    The Owner as fiduciary shall have power to
adjust and settle a loss with insurers unless one of the parties in interest
shall object in writing within five days after occurrence of loss to the
Owner’s exercise of this power, if such objection is made, the dispute shall be
resolved as provided in Paragraphs 4.5 and 4.6.  The Owner as fiduciary shall, in the case of arbitration, make
settlement with insurers in accordance with directions of the arbitrators.  If distribution of insurance proceeds by
arbitration is required, the arbitrators will direct such distribution.

 

11.5         PERFORMANCE BOND AND PAYMENT BOND

11.5.1      The Owner shall have the right to require
the Contractor to furnish bonds covering faithful performance of the Contract
and payment of obligations arising hereunder as stipulated in bidding
requirements or specifically required in the Contract Documents on the date of
execution of the Contract.

 

11.5.2      Upon the request of any person or entity
appearing to be a potential beneficiary of bonds covering payment of
obligations arising under the Contract, the Contractor shall promptly furnish a
copy of the bonds or shall permit a copy to be made.

 

ARTICLE 12          UNCOVERING AND CORRECTION OF WORK

12.1         UNCOVERING OF WORK

12.1.1      If a portion of the Work is covered
contrary to the Architect’s request or to requirements specifically expressed
in the Contract Documents, it must, if required in writing by the Architect, be
uncovered for the Architect’s examination and be replaced at the Contractor’s
expense without change in the Contract Time.

 

12.1.2      If a portion of the Work has been covered
which the Architect has not specifically requested to examine prior to its
being covered, the Architect may request to see such Work and it shall be
uncovered by the Contractor.  If such
Work is in accordance with the Contract Documents, costs of uncovering and
replacement shall, by appropriate Change Order, be at the Owner’s expense.  If such Work is not in accordance with the
Contract Documents, correction

 

81

 

shall be at
the Contractor’s expense unless the condition was caused by the Owner or a
separate contractor in which event the Owner shall be responsible for payment
of such costs.

 

12.2         CORRECTION OF WORK

12.2.1      BEFORE OR AFTER SUBSTANTIAL COMPLETION

12.2.1.1   The Contractor shall promptly correct Work
rejected by the Architect or failing to conform to the requirements of the
Contract Documents, whether discovered before or after Substantial Completion
and whether or not fabricated, installed or completed. Costs of correction such
rejected Work, including additional testing and inspections and compensation
for the Architect’s services and expenses made necessary thereby, shall be at
the Contractor’s expense.

 

12.2.2      AFTER SUBSTANTIAL COMPLETION

12.2.2.1   In addition to the Contractor’s obligations
under Paragraph 3.5, if, within one year after the date of Substantial
Completion of the Work or designated portion thereof or after the date for
commencement of warranties established under Subparagraph 9.9.1, or by terms of
an applicable special warranty required by the Contract Documents, any of the
Work is found to be not in accordance with the requirements of the Contract
Documents, the Contractor shall correct it promptly after receipt of written
notice from the Owner to do so unless the Owner has previously given the
Contractor a written acceptance of such condition. The Owner shall give such
notice promptly after discovery of the condition. During the one-year period
for correction of Work, if the Owner fails to notify the Contractor and give
the Contractor an opportunity to make the correction, the Owner waives the
rights to require correction by the Contractor and to make a claim for breach
of warranty. If the Contractor fails to correct nonconforming Work within a
reasonable time during that period after receipt of notice from the Owner or
Architect, the Owner may correct it in accordance with Paragraph 2.4.

 

12.2.2.2  The one-year period for correction of Work
shall be extended with respect to portions of Work first performed after
Substantial Completion by the period of time between Substantial Completion and
the actual performance of the Work.

 

12.2.2.3  The one-year period for correction of Work
shall not be extended by corrective Work performed by the Contractor pursuant
to this Paragraph 12.2.

 

12.2.3      The Contractor shall remove from the site
portions of the Work which are not in accordance with the requirements of the
Contract Documents and are neither corrected by the Contractor nor accepted by
the Owner.

 

12.2.4      The Contractor shall bear the cost of
correcting destroyed or damaged construction, whether completed or partially
completed, of the Owner or separate contractors caused by the Contractor’s
correction or removal of Work which is not in accordance with the requirements
of the Contract Documents.

 

12.2.5      Nothing contained in this Paragraph 12.2
shall be construed to establish a period of limitation with respect to other
obligations which the Contractor might have under the Contract Documents.
Establishment of the one-year period for correction of Work as described in
Subparagraph 12.2.2 relates only to the specific obligation of the Contractor
to correct the Work, and has no relationship to the time within which the
obligation to comply with the Contract Documents may be sought to be enforced,
nor to the time within which proceedings may be commenced to establish the
Contractor’s liability with respect to the Contractor’s obligations other than
specially to correct the Work.

 

12.3         ACCEPTANCE OF NONCONFORMING WORK

 

82

 

12.3.1      If the Owner prefers to accept Work which
is not in accordance with the requirements of the Contract Documents, the Owner
may do so instead of requiring its removal and correction, in which case the
Contract Sum will be reduced as appropriate and equitable. Such adjustments
shall be effected whether or not final payment has been made.

 

ARTICLE 13          MISCELLANEOUS PROVISIONS

13.1         GOVERNING LAW

13.1.1      The Contract shall be governed by the law
of the place where the Project is located.

 

13.2         SUCCESSORS AND ASSIGNS

13.2.1      The Owner and Contractor respectively bind
themselves, their partners, successors, assigns and legal representatives to
the other party hereto and to partners, successors, assigns and legal
representatives of such other party in respect to covenants, agreements and
obligations contained in the Contract Documents. Except as provided in
Subparagraph 13.2.2, neither party to the Contract shall assign the Contract as
a whole without written consent of the other.  Except as hereinafter provided, neither party to the Contract shall
assign the Contract or sublet it as a whole without the written consent of the
other nor shall be Contractor assign any moneys due or to become due to him
hereunder, without the previous written consent of the Owner excepts as may be
required by Contractor’s Surety. Upon reasonable written notice to Contractor,
the Owner may assign the Contract to any institutional lender providing
construction or permanent financing for the Project or to any person acquiring
the Owner’s interest in the Project and the contractor agrees to execute all
consents certificates and other documents required by such lender or other
person in connection with such assignment. If either party
attempts to make such an assignment without such consent, that party shall
nevertheless remain legally responsible for all obligations under the Contract.

 

13.2.2      The Owner may, without consent of the
Contractor, assign the Contract to an institutional lender providing
construction financing for the Project. In such event, the lender shall assume
the Owner’s rights and obligations under the Contract Documents. The Contractor
shall execute all consents reasonably required to facilitate such assignment.
If the Owner conveys its interest in the
Project to a third party, any rights which the Owner may have against the
Contractor arising from this Agreement including without limitation Claims
under Article 12, or Claims which, under the terms of subparagraph 4.3.10, are
reserved to the Owner after the making and acceptance of final payment, shall
automatically transfer to such third party.

 

13.3         WRITTEN NOTICE

13.3.1      Written notice shall be deemed to have
been duly served if delivered in person to the individual or a member of the
firm or entity or to an officer of the corporation for which it was intended,
or if delivered at or sent by registered or certified mail to the last business
address known to the party giving notice.

 

13.4         RIGHTS AND REMEDIES

 

83

 

13.4.1      Duties and obligations imposed by the
Contract Documents and rights and remedies available thereunder shall be in
addition to and not a limitation of duties, obligations, rights and remedies
otherwise imposed or available by law.

 

13.4.2      No action or failure to act by the Owner,
Architect or Contractor shall constitute a waiver of a right or duty afforded
them under the Contract, nor shall such action or failure to act constitute
approval of or acquiescence in a breach thereunder, except as may be
specifically agreed in writing.

 

13.5         TESTS AND INSPECTIONS

13.5.1      Tests, inspections and approvals of
portions of the Work required by the Contract Documents or by laws, ordinances,
rules, regulations or orders of public authorities having jurisdiction shall be
made at an appropriate time. Unless otherwise provided, the Contractor shall
make arrangements for such tests, inspections and approvals with an independent
testing laboratory or entity acceptable to the Owner, or with the appropriate
public authority, and shall bear all related costs of tests, inspections and
approvals. The Contractor shall give the Architect timely notice of when and
where tests and inspections are to be made so that the Architect may be present
for such procedures. The Owner shall bear costs of tests, inspections or
approvals which do not become requirements until after bids are received or
negotiations concluded.

 

13.5.2      If the Architect, Owner or public
authorities having jurisdiction determine that portions of the Work require
additional testing, inspection or approval not included under Subparagraph
13.5.1, the Architect will, upon written authorization from the Owner, instruct
the Contractor to make arrangements for such additional testing, inspection or
approval by an entity acceptable to the Owner, and the Contractor shall give
timely notice to the Architect of when and where tests and inspections are to
be made so that the Architect may be present for such procedures. Such costs,
except as provided in Subparagraph 13.5.3, shall be at the Owners’ expense.

 

13.5.3      If such procedures for testing, inspection
or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the
portions of the Work to comply with requirements established by the Contact
Documents, all costs made necessary by such failure including those of repeated
procedures and compensation for the Architect’s services and expenses shall be
at the Contractor’s expense.

 

13.5.4      Required certificates of testing,
inspection or approval shall, unless otherwise required by the Contract
Documents, be secured by the Contractor and promptly delivered to the
Architect.

 

13.5.5      If the Architect is to observe tests,
inspections or approvals required by the Contract Documents, the Architect will
do so promptly and, where practicable, at the normal place of testing.

 

13.5.6      Tests or inspections conducted pursuant to
the Contract Document shall be made promptly to avoid unreasonable delay in the
Work.

 

13.6         INTEREST

13.6.1      Payments due and unpaid under the Contract
Documents shall bear interest from the date payment is due at such rate as
the parties may agree upon in writing or, in the absence thereof, at the legal
rate prevailing from time to time at the place where the Project is located
beginning on the tenth (10th) day after
the date payment is due at the so-called Prime Rate of interest published by
the Wall Street Journal (and if there is more than one such rate the lowest
thereof).

 

84

 

13.7         COMMENCEMENT OF
STATUTORY LIMITATION PERIOD

13.7.1      As between the Owner and Contractor:

.1            Before Substantial Completion. As to
acts or failures to act occurring prior to the relevant date of Substantial Completion,
any applicable statute of limitations shall commence to run and any alleged
cause of action shall be deemed to have accrued in any and all events not later
than such date of Substantial Completion.

.2            Between Substantial Completion and
Final Certificate for Payment. As to acts or failures to act occurring
subsequent to the relevant date of Substantial Completion and prior to issuance
of the final Certificate for Payment, any applicable statute of limitations
shall commence to run and any alleged cause of action shall be deemed to have
accrued in any and all events not later than the date of issuance of the final
Certificate for Payment; and

.3            After Final Certificate for Payment.
As to acts or failures to act occurring after the relevant date of issuance of
the final Certificate for Payment, any applicable statute of limitations shall
commence to run and any alleged cause of action shall be deemed to have accrued
in any and all events not later than the date of any act or failure to act by
the Contractor pursuant to any Warranty provided under Paragraph 3.5, the date
of any correction of the Work or failure to correct of the Work by the
Contractor under Paragraph 12.2, or the date of actual commission of any other
act or failure to perform any duly or obligation by the Contractor or Owner,
whichever occurs last.

 

13.8 LIMITATION OF LIABILITY

 

13.8.1 No officer, shareholder,
director, partner, partner agent or employee of the Owner (or any partner of a
partner or any agent or employee of a partner) shall ever be personally or
individually liable under this Contract. 
Each subcontract shall include the foregoing limitation, which shall be
effective if the Owner ever succeeds to the Contractor’s rights and obligations
under a Subcontract.

 

ARTICLE 14          TERMINATION OR SUSPENSION OF THE
CONTRACT

14.1         TERMINATION BY THE
CONTRACTOR

14.1.1      The Contractor may
terminate the Contract if the Work is stopped for a period of 30 consecutive
days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor
or their agents or employees or any other persons entities performing portions
of the Work under direct or indirect contract with the Contractor, for any of
the following reasons:

.1             issuance of an
order of a court or other public authority having jurisdiction which requires
all Work to be stopped;

.2             an act of
government, such as a declaration of national emergency which requires all Work
to be stopped;

.3            because the
Architect has not issued a Certificate for Payment and has not notified the
Contractor of the reason for withholding certification as provided in
Subparagraph 9.4.1, or because the Owner has not made payment on a Certificate
for Payment within the time stated in the Contract Documents; or

.4            the Owner has failed to furnish to
the Contractor promptly, upon the Contractor’s request, reasonable evidence as
required by Subparagraph 2.2.1.

 

85

 

14.1.2      The Contractor may terminate the Contract if, through no act or
fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents
or employees or any other persons or entities performing portions of the Work
under direct or indirect contract with the Contractor, repeated suspensions,
delays or interruptions of the entire Work by the Owner as described in
Paragraph 14.3 constitute in the aggregate more than 100 percent of the total
number of days scheduled for completion, or 120 days in any 365-day period,
whichever is less.

 

14.1.3      If one of the reasons described in Subparagraph 14.1.1 or
14.1.2 exists, the Contractor may, upon seven days’ written notice to the Owner
and Architect, terminate the Contract and recover from the Owner payment for
Work executed and for proven loss with respect to materials, equipment, tools,
and construction equipment and machinery, including reasonable overhead, profit
and damages.

 

14.1.4      If the Work is stopped for a period of 60 consecutive days
through no act or fault of the Contractor or a Subcontractor or their agents or
employees or any other persons performing portions of the Work under contract
with the Contractor because the Owner has persistently failed to fulfill the
Owner’s obligations under the Contract Documents with respect to matters
important to the progress of the Work, the Contractor may, upon seven
additional days’ written notice to the Owner and the Architect, terminate the
Contract and recover from the Owner as provided in Subparagraph 14.1.3.

 

14.2         TERMINATION BY THE OWNER FOR CAUSE

14.2.1      If the Contractor is
adjudged a bankrupt or if the Contractor makes a general assignment for the
benefit of the Contractor;’s creditors or if a receiver is appointed on account
of the Contractor’s Insolvency or if the Contractor persistently or repeatedly
refuses or fails except in the case for which extension of time is provided, to
supply enough properly skilled workmen or proper materials for the Project or
if the Contractor fails to make prompt payment to Subcontractors for materials
or labor, or if the Contractor persistently disregards the laws ordinances,
rules, regulations or orders of any public authority having jurisdiction or
disregards an instruction, order or decision of the Architect or if the
Contractor otherwise is guilty of a substantial violation of any provision of
the Contract then the Contractor shall be in default and the Owner may without
prejudice to any other right or remedy and upon written notice to the
Contractor take possession of all materials, appliances equipment and machinery
on the Project site, intended as a part of or for Work, but only to the extent
paid for by Owner wherever stored and seven (7) days after such notice amy
terminate the employment of the Contractor, accept assignment of any or all
subcontracts pursuant to Paragraph 5.4, and finish the Work by whatever method
the Owner may deem expedient. The Owner shall be entitled to collect form the
Contractor all direct indirect and consequential damages suffered by the Owner.
The Owner shall be entitled to hold

 

86

sufficient
amounts due the Contractor at the date of termination to 

offset all of the Owner’s damages.

	
   

  	
  The Owner may
  terminate the Contract if the Contractor:

  	 

	 
	
  .1

  	
  persistently or
  repeatedly refuses or fails to supply enough properly skilled workers or
  proper materials

  
	 
	
  .2

  	
  fails to make
  payment to Subcontractors for materials or labor in accordance with the
  respective agreements between the Contractor and the Subcontractors;

  
	 
	
  .3

  	
  persistently
  disregards laws, ordinance, or rules, regulations or orders of a public
  authority having jurisdiction; or

  
	 
	
  .4

  	
  otherwise is
  guilty of substantial breach of a provision of the Contract Documents.

  
				

 

14.2.2      When any of the above reasons exist, the Owner, upon
certification by the Architect that sufficient cause exists to justify such
action, may without prejudice to any other rights or remedies of the Owner and
after giving the Contractor and the Contractor’s surety, if any, seven days’
written notice, terminate employment of the Contractor and may, subject to any
prior rights of the surety:

	
  .1

  	
  take
  possession of the site and of all materials, equipment, tools, and
  construction equipment and machinery thereon owned by the Contractor;

  
	
  .2

  	
  accept
  assignment of subcontracts pursuant to Paragraph 5.4; and

  
	
  .3

  	
  finish the
  Work by whatever reasonable method the Owner may deem expedient. Upon request
  of the Contractor, the Owner shall furnish to the Contractor a detailed
  accounting of the costs incurred by the Owner finishing the Work.

  

 

14.2.3      When the Owner terminates the Contract for one of the reasons
stated in Subparagraph 14.2.1, the Contractor shall not be entitled to receive
further payment until the Work is finished.

 

14.2.4      If the unpaid balance of the Contract Sum exceeds costs of
finishing the Work, including compensation for the Architect’s services and
expenses made necessary thereby, and other damages incurred by the Owner and
not expressly waived, such excess shall be paid to the Contractor. If such
costs and damage exceed the unpaid balance, the Contractor shall pay the difference
to the Owner. The amount to be paid to the Contractor or Owner, as the case may
be, shall be certified by the Architect, upon application, and this obligation
for payment shall survive termination of the Contract.

 

14.3         SUSPENSION BY THE OWNER FOR CONVENIENCE

14.3.1      The Owner may, without cause, order the Contractor in writing
to suspend, delay or interrupt the Work in whole or in part for such period of
time as the Owner may determine.

 

14.3.2      The Contract Sum and Contract Time shall be adjusted for increases
in the cost and time caused by suspension, delay or interruption as described
in Subparagraph 14.3.1. Adjustment of the Contract Sum shall include profit. No
adjustment shall be made to the extent:

	
  .1

  	
  that
  performance is, was or would have been so suspended, delayed or interrupted
  by another cause for which the Contractor is responsible; or

  
	
  .2

  	
  that an
  equitable adjustment is made or denied under another provision of the
  Contract.

  

 

14.4         TERMINATION BY THE OWNER FOR CONVENIENCE

14.4.1      The Owner may, at any time, terminate the Contract for the
Owner’s convenience and without cause.

 

87

 

14.4.2      Upon receipt of written notice from the
Owner of such termination for the Owner’s convenience, the Contractor shall:

	
  .1

  	
   

  	
  cease
  operations as directed by the Owner in the notice;

  
	
  .2

  	
   

  	
  take actions
  necessary, or that the Owner may direct, for the protection and preservation
  of the Work; and

  
	
  .3

  	
   

  	
  except for
  Work directed to be performed prior to the effective date of termination
  stated in the notice, terminate all existing subcontracts and purchase orders
  and enter into no further subcontracts and purchase orders.

  

 

14.4.3      In case of such termination for the
Owner’s convenience, the Contractor shall be entitled to receive payment for
Work executed, and costs incurred by reason of such termination, along with
reasonable overhead and profit on the Work not executed.

14.4.4     Upon
any termination of the Contract by Owner for convenience under 14.4 hereof,
Owner shall give Contractor fifteen (15) days written notice prior to such
termination becoming effective.

 

88

 

	
  ATTACHMENT II

  	
   

  	
  Wheeling Downs Racetrack & Gaming
  Center

  
	
  June 19,2002

  	
   

  	
  Reimbursable Expenses Budget Worksheet

  

 

 

Design
Phase (based on 6 month duration)

 

	
  Travel Expenses

  	
   

  	
  Costs per Person

  	
   

  	
   

  	
   

  	
  Costs per Trip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Firm

  	
   

  	
  Destination

  	
   

  	
  Travel (Airfare)

  	
   

  	
  Lodging

  	
   

  	
  Meals

  	
   

  	
  Misc. *

  Costs

  	
   

  	
  Number of Persons

  	
   

  	
  Travel (Mileage)

  	
   

  	
  Car Rental

  	
   

  	
  Subtotal

  Costs / Trip

  	
   

  	
  Number of

  Trips

  	
   

  	
  Sub - Total

  	
   

  
	
  JCJ

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  400

  	
   

  	
   

  	
   

  	
  $

  	
  20

  	
   

  	
  $

  	
  30

  	
   

  	
  3

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,350

  	
   

  	
  8

  	
   

  	
  $

  	
  10,800

  	
   

  
	
  JCJ

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  30

  	
   

  	
  3

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,845

  	
   

  	
  4

  	
   

  	
  $

  	
  7,380

  	
   

  
	
  JCJ

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  985

  	
   

  	
  $

  	
  95

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  30

  	
   

  	
  3

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  3,550

  	
   

  	
  4

  	
   

  	
  $

  	
  14,200

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  McKinley

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  600

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,650

  	
   

  	
  2

  	
   

  	
  $

  	
  3,300

  	
   

  
	
  McKinley

  	
   

  	
  Buffalo

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
  $

  	
  180

  	
   

  	
   

  	
   

  	
  $

  	
  630

  	
   

  	
  1

  	
   

  	
  $

  	
  5,040

  	
   

  
	
  McKinley

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  985

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  2,520

  	
   

  	
  2

  	
   

  	
  $

  	
  5,040

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  M/E

  	
   

  	
  Wheeling

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  3

  	
   

  	
  $

  	
  180

  	
   

  	
   

  	
   

  	
  $

  	
  420

  	
   

  	
  4

  	
   

  	
  $

  	
  1,680

  	
   

  
	
  M/E

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  3

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,875

  	
   

  	
  2

  	
   

  	
  $

  	
  3,750

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  JEM

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  2

  	
   

  	
  $

  	
  1,060

  	
   

  
	
  JEM

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  660

  	
   

  	
  4

  	
   

  	
  $

  	
  2,640

  	
   

  
	
  JEM

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  450

  	
   

  	
  $

  	
  145

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  50

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  685

  	
   

  	
  2

  	
   

  	
  $

  	
  1,370

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Acoustic

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  2

  	
   

  	
  $

  	
  1,060

  	
   

  
	
  Acoustic

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  95

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  655

  	
   

  	
  2

  	
   

  	
  $

  	
  1,130

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Lighting

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  2

  	
   

  	
  $

  	
  1,060

  	
   

  
	
  Lighting

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  95

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  655

  	
   

  	
  2

  	
   

  	
  $

  	
  1,310

  	
   

  
	
  Lighting

  	
   

  	
  Hartford

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
  $

  	
  100

  	
   

  	
   

  	
   

  	
  $

  	
  160

  	
   

  	
  2

  	
   

  	
  $

  	
  320

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Other Expenses

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Printing Costs

  	
   

  	
   

  	
   

  	
  $

  	
  1,250

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  8

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  
	
  Mileage Charges

  	
   

  	
   

  	
   

  	
  $

  	
  200

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  8

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,600

  	
   

  
	
  Delivery Charges

  	
   

  	
   

  	
   

  	
  $

  	
  200

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  8

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,600

  	
   

  
	
  Fax Cost

  	
   

  	
   

  	
   

  	
  $

  	
  200

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  8

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,600

  	
   

  
	
  Misc. Costs

  	
   

  	
   

  	
   

  	
  $

  	
  200

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  8

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,600

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Design Phase Anticipated Reimbursable Expenses Sub-Total

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  77,700

  	
   

  
																																		

 

*Parking,
Cabfares, Airport Parking, Tolls

 

Construction
Phase (Based on 16 month duration)

 

	
  Travel Expenses

  	
   

  	
  Costs per Person

  	
   

  	
   

  	
   

  	
  Cost per Trip

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Firm

  	
   

  	
  Destination

  	
   

  	
  Travel (Airfare)

  	
   

  	
  Lodging

  	
   

  	
  Meals

  	
   

  	
  Misc. *

  Costs

  	
   

  	
  Number of Persons

  	
   

  	
  Travel

  (Mileage)

  	
   

  	
  Car

  Rental

  	
   

  	
  Subtotal

  Costs / Trip

  	
   

  	
  Number of

  Trips

  	
   

  	
  Sub-Total

  	
   

  
	
  JCJ

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  400

  	
   

  	
   

  	
   

  	
  $

  	
  20

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  920

  	
   

  	
  4

  	
   

  	
  $

  	
  3,680

  	
   

  
	
  JCJ

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,260

  	
   

  	
  2

  	
   

  	
  $

  	
  2,520

  	
   

  
	
  JCJ

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  985

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  2,390

  	
   

  	
  16

  	
   

  	
  $

  	
  38,240

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  McKinley

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  600

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,660

  	
   

  	
  2

  	
   

  	
  $

  	
  3,320

  	
   

  
	
  McKinley

  	
   

  	
  Buffalo

  	
   

  	
   

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  2

  	
   

  	
  $

  	
  180

  	
   

  	
   

  	
   

  	
  $

  	
  640

  	
   

  	
  2

  	
   

  	
  $

  	
  1,280

  	
   

  
	
  McKinley

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  980

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  2,480

  	
   

  	
  2

  	
   

  	
  $

  	
  4,960

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  M/E

  	
   

  	
  Wheeling

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  3

  	
   

  	
  $

  	
  180

  	
   

  	
   

  	
   

  	
  $

  	
  420

  	
   

  	
  14

  	
   

  	
  $

  	
  5,880

  	
   

  
	
  M/E

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  3

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,890

  	
   

  	
  2

  	
   

  	
  $

  	
  3,780

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  JEM

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
  $

  	
  40

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  2

  	
   

  	
  $

  	
  1,060

  	
   

  
	
  JEM

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  660

  	
   

  	
  8

  	
   

  	
  $

  	
  5,280

  	
   

  
	
  JEM

  	
   

  	
  Hartford

  	
   

  	
  $

  	
  500

  	
   

  	
  $

  	
  150

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  50

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  740

  	
   

  	
  1

  	
   

  	
  $

  	
  740

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Acoustic

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
  $

  	
  40

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  1

  	
   

  	
  $

  	
  530

  	
   

  
	
  Acoustic

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  660

  	
   

  	
  2

  	
   

  	
  $

  	
  1,320

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Lighting

  	
   

  	
  Buffalo

  	
   

  	
  $

  	
  450

  	
   

  	
   

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  40

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  530

  	
   

  	
  1

  	
   

  	
  $

  	
  530

  	
   

  
	
  Lighting

  	
   

  	
  Wheeling

  	
   

  	
  $

  	
  400

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  40

  	
   

  	
  $

  	
  20

  	
   

  	
  1

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  $

  	
  660

  	
   

  	
  3

  	
   

  	
  $

  	
  1,980

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Other Expenses

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Printing Costs

  	
   

  	
   

  	
   

  	
  $

  	
  600

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  16

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  9,600

  	
   

  
	
  Mileage Charges

  	
   

  	
   

  	
   

  	
  $

  	
  100

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  16

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  1,600

  	
   

  
	
  Delivery Charges

  	
   

  	
   

  	
   

  	
  $

  	
  400

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  16

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  6,400

  	
   

  
	
  Fax Cost

  	
   

  	
   

  	
   

  	
  $

  	
  400

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  16

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  6,400

  	
   

  
	
  Misc. Costs

  	
   

  	
   

  	
   

  	
  $

  	
  200

  	
   

  	
  per
  month

  	
   

  	
   

  	
  @

  	
  16

  	
   

  	
  Months

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,200

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Construction Phase Anticipated Reimbursable Expenses Sub -Total

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  102,300

  	
   

  
	
  Design Phase Anticipated Reimbursable Expenses Sub - Total (from
  previous page)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  77,700

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total Anticipated Reimbursable Expenses

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  180,000

  	
   

  
	
  Reimbursable Expenses Contingency

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  @

  	
  10

  	
  %

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  18,000

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Design Phase Anticipated Reimbursable Expenses Sub-Total

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
   

  	
   

  
	
   Total Project Reimbursable Expenses Budget

  	
  198,000

  	
   

  
																																		

 

* Parking, Cabfares, Airport Parking, Tolls

 

89

 

	
  [JETER COOK
  & JEPSON ARCHITECTS, INC. LOGO]

  	
   

  	
  Wheeling Downs Racetrack & Gaming
  Center

  
	
   

  	
   

  	
  Wheeling, West Virginia

  
	
   

  	
   

  	
   

  
	
  June 19, 2002

  	
   

  	
  PHASE II A / E DESIGN COSTS SCHEDULE

  

 

ATTACHMENT III

 

Assumptions

 

The following Schedule of
Design Costs for Architect / Engineer Basic Services and Additional Consulting
Services is prepared in accordance with the Standard Form of Agreement Between
Owner and Architect (ALA Document B141) with JCJ Standard Terms and Conditions,
and reflects the scope of services described therein. The construction costs
shown are extracted form the most current Construction Budget prepared by Louis
P. Ciminelli Construction Co., Inc. dated January 9, 2002, and adjusted per DNC
directives. In the event that the scope and/or value of the proposed project is
adjusted upwards in the future, the Schedule of Design Costs shall be revised
accordingly. JCJ proposes to adjust (if required) and confirm the budget / fee
schedule at the conclusion of the Design Development phase and at the time of
GMP Submission by the Construction Manager.

 

	
  Total Project Construction Budget 

  Deductions

  	
   

  	
  $

  $

  $

  	
  40,690,000

  -516,500

  -200,000

  	
   

  	
  Per LPCCC
  Budget: 1/9/02

  Use & Occupancy Tax

  Sales Tax Recovery Staff

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total Project Construction Budget -
  Adjusted

  	
   

  	
  $

  	
  39,973,500

  	
   

  	
  Per LPCCC
  Budget: 1/9/02

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Hotel and Related Spaces Construction
  Budget

  	
   

  	
  $

  	
  7,420,300

  	
   

  	
  Per LPCCC
  Budget: 1/9/02

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Parking Level and Related Spaces
  Construction Budget

  	
   

  	
  $

  	
  5,911,500

  	
   

  	
  Per LPCCC
  Budget: 1/9/02

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Casino & Related Spaces Construction
  Budget

  	
   

  	
  $

  	
  26,641,700

  	
   

  	
  Per LPCCC
  Budget: 1/9/02

  	
   

  

 

90

 

	
  Scope Item

  	
   

  	
  Construction

  Value

  	
   

  	
  Design
  Cost

  Factor

  	
   

  	
  Design
  Cost

  Value

  	
   

  	
  JCJ Team

  Design Costs

  	
   

  	
  Remarks

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Basic Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Casino & Related Spaces

  	
   

  	
  $

  	
  26,641,700

  	
   

  	
  7.50

  	
  %

  	
  $

  	
  1,998,128

  	
   

  	
  $

  	
  1,998,128

  	
   

  	
  Basic
  Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Parking Level and Related Spaces

  	
   

  	
  $

  	
  5,911,500

  	
   

  	
  4.50

  	
  %

  	
  $

  	
  266,018

  	
   

  	
  $

  	
  266,018

  	
   

  	
  Basic
  Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Hotel and Related Spaces

  	
   

  	
  $

  	
  7,620,000

  	
   

  	
  6.50

  	
  %

  	
  $

  	
  495,300

  	
   

  	
  $

  	
  495,300

  	
   

  	
  Basic
  Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total A/E Basic Services Design Costs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,759,445

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Additional Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Masterplanning - Original agreement: 

  	
   

  	
  $

  	
  32,000

  	
   

  	
   

  	
   

  	
  $

  	
  43,182

  	
   

  	
  $

  	
  11,182

  	
   

  	
  For work
  previously completed

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Alternate Schematic Design

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  	
  $

  	
  10,000

  	
   

  	
  Schemes B, C
  & D schematic designs

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Scheme E Redesign - Architectural

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  50,627

  	
   

  	
  $

  	
  50,627

  	
   

  	
  Scheme E -
  SD / DD / CD

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Scheme E Redesign - MEP

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  27,500

  	
   

  	
  $

  	
  27,500

  	
   

  	
  Scheme E -
  SD / DD / CD

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Scheme E Redesign - Structural / Civil

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  39,206

  	
   

  	
  $

  	
  39,206

  	
   

  	
  Scheme E -
  SD / DD / CD

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Programming / Space Schematics / Flow
  Diagrams

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Included as
  part of Basic Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Land Survey Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Geotechnical Services

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  55,180

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Existing Facilities Surveys

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,000

  	
   

  	
  $

  	
  3,000

  	
   

  	
  Allowance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Economic Feasibility Study

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Conducted /
  Provided by DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Environmental Studies and Reports

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  DNC may
  authorize as Change in Service

  	
   

  
	
  Owner Supplied Data Coordination

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  See Below

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Schedule Development and Monitoring

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  Construction Manager

  	
   

  

 

91

 

	
  Scope Item

  	
   

  	
  Construction

  Value

  	
   

  	
  Design
  Cost

  Factor

  	
   

  	
  Design
  Cost

  Value

  	
   

  	
  JCJ Team

  Design Costs

  	
   

  	
  Remarks

  	
   

  
	
  Civil Design

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Included as
  part of Basic Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Landscape Design

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Included as
  part of Basic Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Interior Design

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Included as
  part of Basic Services

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Special Bidding or Negotiation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  5,000

  	
   

  	
  $

  	
  0

  	
   

  	
  DNC may
  authorize as Change in Service

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Value Analysis

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  Construction Manager

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Detailed Cost Estimating

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  Construction Manager

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  On-Site Representation ($15,500/ mo. x 2
  staff x 12 mos.)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  372,000

  	
   

  	
  $

  	
  372,000

  	
   

  	
  To be
  adjusted per w/ CM / Owner req’s

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Field office overhead / equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  	
  $

  	
  10,000

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Construction Management

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  Construction Manager

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Start-up Assistance

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  DNC may
  authorize as Change in Service

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Record Drawings

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  $

  	
  0

  	
   

  	
  Contracter
  supplied As-builts only

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Post-contract Evaluation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  DNC may
  authorize as Change in Service

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Tenant-related Services

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  0

  	
   

  	
  $

  	
  0

  	
   

  	
  Coordination
  with Restaurant #3 tenent

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Acoustics Consultant

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  12,000

  	
   

  	
  $

  	
  12,000

  	
   

  	
  Allowance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Signage

  	
   

  	
  $

  	
  250,000

  	
   

  	
  3

  	
  %

  	
  $

  	
  7,500

  	
   

  	
  $

  	
  7,500

  	
   

  	
  Concepts,
  locations & performance specs

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Professional Renderings(4)

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  $

  	
  0

  	
   

  	
  Presentation
  materials may be authorized as an additional service outside of this project
  scope.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Scale Model

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IT Systems

  	
   

  	
  $

  	
  1,052,122

  	
   

  	
  10

  	
  %

  	
  $

  	
  105,212

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  IT Systems Coordination

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  160

  	
   

  	
  $

  	
  21,600

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  

 

92

 

	
  Scope Item

  	
   

  	
  Construction

  Value

  	
   

  	
  Design
  Cost

  Factor

  	
   

  	
  Design
  Cost

  Value

  	
   

  	
  JCJ Team

  Design Costs

  	
   

  	
  Remarks

  	
   

  
	
  Tele - Comm Systems

  	
   

  	
  $

  	
  97,500

  	
   

  	
  10

  	
  %

  	
  $

  	
  9,750

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Tele - Comm Systems Coord.

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  40

  	
   

  	
  $

  	
  5,400

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PA / Sound Systems

  	
   

  	
  $

  	
  93,376

  	
   

  	
  10

  	
  %

  	
  $

  	
  9,338

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  PA / Sound Systems Coordination

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  40

  	
   

  	
  $

  	
  5,400

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Security Systems

  	
   

  	
  $

  	
  1,100,000

  	
   

  	
  10

  	
  %

  	
  $

  	
  110,000

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Security Systems Coordination

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  120

  	
   

  	
  $

  	
  16,200

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P.O.S. Systems

  	
   

  	
  $

  	
  125,827

  	
   

  	
  10

  	
  %

  	
  $

  	
  12,583

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  P.O.S. Systems Coordination

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  40

  	
   

  	
  $

  	
  5,400

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Food Service

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Food Service Equipment

  	
   

  	
  $

  	
  425,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Bar Equipment

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Laundry Equipment

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  	
  $

  	
  3,600

  	
   

  	
  $

  	
  3,600

  	
   

  	
  Schematics
  only

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Food Service Equipment Total

  	
   

  	
  $

  	
  525,000

  	
   

  	
  10

  	
  %

  	
  $

  	
  39,600

  	
   

  	
  $

  	
  39,600

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Non-Gaming FF&E

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Artwork

  	
   

  	
  $

  	
  25,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Banquet Room Furnishings

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Bar Furnishings

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Conference Rooms Furnishings

  	
   

  	
  $

  	
  0

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Food Service Furnishings

  	
   

  	
  $

  	
  200,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Hotel Furnishings

  	
   

  	
  $

  	
  1,046,800

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Office Furnishings

  	
   

  	
  $

  	
  178,700

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Non-Gaming FF&E Total

  	
   

  	
  $

  	
  1,650,500

  	
   

  	
  4

  	
  %

  	
  $

  	
  66,000

  	
   

  	
  $

  	
  66,000

  	
   

  	
   

  	
   

  

 

93

 

	
  Scope Item

  	
   

  	
  Construction

  Value

  	
   

  	
  Design
  Cost

  Factor

  	
   

  	
  Design
  Cost

  Value

  	
   

  	
  JCJ Design

  Team Costs

  	
   

  	
  Remarks

  	
   

  
	
  Cage Equipment

  	
   

  	
  $

  	
  130,750

  	
   

  	
  10

  	
  %

  	
  $

  	
  13,075

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Cage Equipment Coordination

  	
   

  	
  ($/ hr x hrs)

  	
   

  	
  $

  	
  135

  	
   

  	
  32

  	
   

  	
  $

  	
  4,320

  	
   

  	
  Owner
  Supplied Data Coordination

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Exercise Equipment

  	
   

  	
  $

  	
  25,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Bar Small Wares

  	
   

  	
  $

  	
  10,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Food Service Small Wares

  	
   

  	
  $

  	
  100,000

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  0

  	
   

  	
  Provided by
  DNC

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Specialty Lighting Consultant

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  8,000

  	
   

  	
  $

  	
  8,000

  	
   

  	
  Allowance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Showroom Consultant

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  10,000

  	
   

  	
  $

  	
  10,000

  	
   

  	
  Allowance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Structural Peer Review

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  25,000

  	
   

  	
  $

  	
  0

  	
   

  	
  Change in
  Service if Required

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  MEP Peer Review

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  35,000

  	
   

  	
  $

  	
  0

  	
   

  	
  Change in
  Service if Required

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Code Consultant

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  25,000

  	
   

  	
  $

  	
  0

  	
   

  	
  Change in
  Service if Required

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Governmental Authorities Approvals -
  zoning, planning, appeals

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  12,000

  	
   

  	
  $

  	
  12,000

  	
   

  	
  Provided by
  Mckinley & Assoc.

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total JCJ Team Additional Services Design
  Costs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  740,535

  	
   

  	
  1.85% of Construction Costs

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total A / E Basic Services Design Costs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  2,759,445

  	
   

  	
  6.90% of Construction Costs

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total JCJ Team Design and Services Costs

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  3,499,980

  	
   

  	
  8.76% of
  Construction Costs

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Projected Reimbursable Expenses

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  $

  	
  198,000

  	
   

  	
  See Reimb.
  Expenses Budget Worksheet

  	
   

  

 

NOTE:  Reimbursable expenses shown are projected estimates for budget
purposes only.  Actual expenses shall
invoiced based upon actual requirements, and expendetures incurred plus
administrative costs.

 

94

 

[JETER COOK & JEPSON
ARCHITECTS, INC. LETTERHEAD]

 

ATTACHMENT IV

 

This Attachment IV is attached
to and part of the Agreement dated 14 March 2002 between Wheeling Island
Garning, Inc. and Jeter, Cook & Jepson Architects, Inc.

 

Hourly Rates

 

	
  Principal

  	
   

  	
  $ 150.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Project Director

  	
   

  	
  $ 135.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Department Director

  	
   

  	
  $ 125.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Project Manager

  	
   

  	
  $ 120.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Senior Designer

  	
   

  	
  $ 80.00 to
  $120.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Designer

  	
   

  	
  $ 65.00 to
  $80.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Job Captain

  	
   

  	
  $ 76.00 to
  $120.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Drafters

  	
   

  	
  $ 49.00 to
  $88.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Senior Interior Designer

  	
   

  	
  $ 75.00 to
  $120.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Interior Designer

  	
   

  	
  $ 50.00 to
  $75.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Specifier

  	
   

  	
  $ 100.00 to
  $125.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Construction Administrator

  	
   

  	
  $ 70.00 to
  $100.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Cost Estimator

  	
   

  	
  $ 100.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Other staff positions

  	
   

  	
  (See Note
  #2)

  	
   

  

 

1.                                       Principals,
Project Directors, Department Directors and Project Managers are charged at
fixed hourly rates.

 

2.                                       All
other job classifications that are not at a fixed rate are charged a total
hourly rate, based on the specific employee, computed by a multiple of
two and one-half (2.50) times the Direct Personnel Expense (DPE).  DPE is defined in subparagraph 1.3.9.4 of
the AIA Standard Form of Agreement Between Owner and Architect (Document
#B141-1997).

 

3.                                       All
rates are subject to periodic adjustment during the year based on standard
salary review practices in accordance with paragraph 1.5.6 of the B141-1997
Document.

 

March, 2002

 

95

 

NESPER, FERBER & DIGIACOMO, LLP

 

ATTORNEYS-AT-LAW

 

	
  GABRIEL. J. FERBER

  	
  ONE TOWNE CENTRE, SUITE 300

  
	
  RICHARD F. DIGIACOMO

  	
  501 JOHN JAMES AUDUBON PKWY

  
	
  PAUL T. NESPER

  	
  AMHERST, NEW YORK 14228

  
	
  WILLIAM P. JOHNSON

  	
  FAX (716) 688-3891

  
	
   

  	
  Firm E-Mail:  mail@nesferdig.com

  
	
   

  	
   

  	
   

  
	
   

  	
  JAMES M. NESPER, of Counsel

  
	
  SCOTT A. BYLEWSKI**

  	
   

  
	
   

  	
  JOHN W. DORN, of Counsel

  
	
  Also Member Florida Bar

  	
   

  	
   

  
	
  Also Member District of Columbia Bar

  	
   

  
	
   

  	
  MARY JANE KELM,

  
	
   

  	
  Legal Assistant

  
	
  Writer’s
  Direct E-mail Address:  pnesper@nesfardig.com

  	
   

  
				

 

June 24, 2002

 

Brian Donnell, Esq.

Halloran & Sage, LLP

One Goodwin Square

Hartford, CT 06103-4303

 

RE:          Architect’s
Agreement between Wheeling Island Gaming, Inc.

and Jeter, Cook & Jepson Architects, Inc.
dated March 14, 2002

 

Dear Brian:

 

This will confirm that the references in paragraph
1.5.1 and 3.31 in the above captioned Agreement, whereby the date of attachment
no.3 as set forth as “6 March 2002”, shall mean the date, “June 19, 2002”.

 

Additionally, this will confirm that the
“notwithstanding” provision in paragraph 1.1.2.5(.2) of the above captioned
Agreement, is intended to cover all of the financial parameters set forth in
paragraph 1.1.2.5(.1) and 1.1.2.5(.2).

 

I ask that you have your client sign the
confirmation of these clarifications below, and return at least two (2)
originals of the confirmation to me for my records.

 

	
   

  	
  Very truly yours,

  
	
   

  	
   

  
	
   

  	
  NESPER, FERBER & DIGIACOMO, LLP

  
	
   

  	
   

  
	
   

  	
  By

  	
  /s/ Paul T. Nespar

  	
   

  
	
   

  	
   

  	
  Paul T. Nespar

  	
   

  
	
   

  	
   

  
	
  Agreed to:

  	
  Agreed to:

  
	
   

  	
   

  
	
  WHEELING ISLAND GAMING, INC.

  	
  JETER, COOK & JEPSON
  ARCHITECTS, INC.

  
	
   

  	
   

  
	
  By

  	
  /s/ Roy Olsen

  	
   

  	
  By

  	
  /s/ Peter N. Stevens

  	
   

  
	
   

  	
  Roy Olsen, Project
  Representative

  	
   

  	
   

  	
  Peter N. Stevens, President

  	
   

  
	
   

  	
   

  	
   

  
								

 

96

 

[Illegible] Companies

Committed Cost
Status Report

(With Invoice
Detail)

TIMBERLINE\GOLD
ACCOUNTING\TIMBERLINE\REPORT\JC COMMITTED COST STATUS WITH INVOICE DETA

 

	
  Job

  	
   

  	
  Cost Code

  	
   

  	
  Cat

  	
   

  	
  Amount

  	
   

  	
  Approved Changes

  	
   

  	
  Revised Contract

  	
   

  	
  Amount

  Invoiced

  	
   

  	
  Retained

  	
   

  	
  Amount

  Paid

  	
   

  	
  Balance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-ARCH Jeter Cook - Whel - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100

  	
   

  	
  2

  	
   

  	
  328,731.13

  	
   

  	
  800,328.06

  	
   

  	
  1,129,059.19

  	
   

  	
  1,129,059.19

  	
   

  	
   

  	
   

  	
  592,544.04

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  22702-340231

  	
   

  	
  A&E
  & Reimb

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  328,731.13

  	
   

  	
   

  	
   

  	
  328,731.13

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  32602-263812
  

  	
   

  	
  A&E
  FEES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  263,812.91

  	
   

  	
   

  	
   

  	
  263,812.91

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  42502-0054-0

  	
   

  	
  A&E
  FEES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  337,833.50

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  53102198681

  	
   

  	
  A&E
  FEES

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  198,681.65

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100

  	
   

  	
  2

  	
   

  	
  11,500.00

  	
   

  	
   

  	
   

  	
  11,500.00

  	
   

  	
  11,500.00

  	
   

  	
   

  	
   

  	
  11,500.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  22702-340231

  	
   

  	
  A&E
  & Reimb

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  11,500.00

  	
   

  	
   

  	
   

  	
  11,500.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-CM Ciminelli Const.Mangr.-Wheel 2 - Louis P Ciminelli Const. Co., I

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1710

  	
   

  	
  2

  	
   

  	
  140,421.00

  	
   

  	
   

  	
   

  	
  140,421.00

  	
   

  	
  111,874.88

  	
   

  	
   

  	
   

  	
  111,874.88

  	
   

  	
  28,546.12

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-CONS WHEL-MISC - Louis P Ciminelli Const. Co., I

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400

  	
   

  	
  2

  	
   

  	
  1,391,219.00

  	
   

  	
  1391,219.00

  	
  -

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  0054-00-01

  	
   

  	
  CONSTRUCTION

  	
   

  	
   

  	
   

  	
  528,830.00

  	
   

  	
   

  	
   

  	
  528,830.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  4

  	
   

  	
  Construction

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  225,431.00

  	
   

  	
   

  	
   

  	
  225,431.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  ad0054.00-01

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  528,830.00

  	
  -

  	
   

  	
   

  	
  528,830.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  adj4

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  225,431.00

  	
  -

  	
   

  	
   

  	
  225,431.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1700

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  2205,270.00

  	
   

  	
  2,205,270.00

  	
   

  	
  2,263,656.00

  	
   

  	
   

  	
   

  	
  925,071.00

  	
   

  	
  58,386.00

  	
  -

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  ad0054.00-01
  

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  528,830.00

  	
   

  	
   

  	
   

  	
  528,830.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  adj4

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  225,431.00

  	
   

  	
   

  	
   

  	
  225,431.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  5

  	
   

  	
  Construction

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  170,810.00

  	
   

  	
   

  	
   

  	
  170,810.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  33010001.7

  	
   

  	
  CONSTRUCTION

  	
   

  	
   

  	
   

  	
  814,051.00

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  005100-7

  	
   

  	
  Construction

  	
   

  	
   

  	
   

  	
  524,534.00

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-ENG1 Stegman&Schellhase Phase II - Stegman & Schellhase

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1701

  	
   

  	
  2

  	
   

  	
  10,000.00

  	
   

  	
   

  	
   

  	
  10,000.00

  	
   

  	
  10,000.00

  	
   

  	
   

  	
   

  	
  10,000.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-ENG2 Stegman&Schellhase Phase II - Stegman & Schellhase

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1701

  	
   

  	
  2

  	
   

  	
  1,665.0

  	
   

  	
  900.00

  	
   

  	
  2,565.00

  	
   

  	
  2,565.00

  	
   

  	
   

  	
   

  	
  1,665.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  6-1517115  

  	
   

  	
  Erosion
  Control Permit

  	
   

  	
   

  	
   

  	
  900.00

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-GCON Whel-Cast & Baker - Cast & Baker Corporation

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1700

  	
   

  	
  2

  	
   

  	
  236,000.00

  	
   

  	
   

  	
   

  	
  236,000.00

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  236,000.00

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-METZ METZGER-WIIED - Metzger, Inc.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100

  	
   

  	
  2

  	
   

  	
  529.49

  	
   

  	
   

  	
   

  	
  529.49

  	
   

  	
  529.49

  	
   

  	
   

  	
   

  	
  529.49

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  2670

  	
   

  	
  Reimbursement

  	
   

  	
   

  	
   

  	
  529.49

  	
   

  	
   

  	
   

  	
  529.49

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-PSI Wheeling Downs Casino-PSI - Professional Service Indus. In

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100

  	
   

  	
  2

  	
   

  	
  55,180.00

  	
   

  	
   

  	
   

  	
  55,180.00

  	
   

  	
  50,700.00

  	
   

  	
   

  	
   

  	
  50,700.00

  	
   

  	
  4,480.00

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:
  05121-WHEL CIMINELLI-WHELHOTEL - Louis P Ciminelli Const. Co., I

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400

  	
   

  	
  2

  	
   

  	
  1,615,415.00

  	
   

  	
  1,615,415.00

  	
  -

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  0054.00-02
  

  	
   

  	
  CONSTRUCTION

  	
   

  	
   

  	
   

  	
  862,389.00

  	
   

  	
   

  	
   

  	
  862,389.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  3

  	
   

  	
  Construction

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  620,940.00

  	
   

  	
   

  	
   

  	
  620,940.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  ad0054.00-02

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  862,389.00

  	
  -

  	
   

  	
   

  	
  862,389.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  adj3

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  620,940.00

  	
  -

  	
   

  	
   

  	
  620,940.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-7-1700

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  2234,837.00

  	
   

  	
  2,234,837.00

  	
   

  	
  2,102,751.00

  	
   

  	
   

  	
   

  	
  2,102,751.00

  	
   

  	
  132,086.00

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  ad0054.00-2  

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  862,389.00

  	
   

  	
   

  	
   

  	
  862,389.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  adj3

  	
   

  	
  Adj
  Entry

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  620,940.00

  	
   

  	
   

  	
   

  	
  620,940.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  05121-6

  	
   

  	
  Construction

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  619,422.00

  	
   

  	
   

  	
   

  	
  619,422.00

  	
   

  	
   

  	
   

  

 

97

 

[Illegible] Companies

Committed Cost
Status Report

(With Invoice
Detail)

TIMBERLINE\GOLD
ACCOUNTING\TIMBERLINE\REPORT\JC COMMITTED COST STATUS WITH INVOICE DETA

 

	
  Job

  	
   

  	
  Cost Code

  	
   

  	
  Cat

  	
   

  	
  Amount

  	
   

  	
  Approved Changes

  	
   

  	
  Revised Contract

  	
   

  	
  Amount

  Invoiced

  	
   

  	
  Retained

  	
   

  	
  Amount

  Paid

  	
   

  	
  Balance

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-4082
  Davison Electric-Relocated Fib - Davison Electric Co., Inc.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400 

  	
   

  	
  1

  	
   

  	
  726.48

  	
   

  	
   

  	
   

  	
  726.48

  	
   

  	
  726.48

  	
   

  	
   

  	
   

  	
  726.48

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  8105

  	
   

  	
  Electrical Service

  	
   

  	
   

  	
   

  	
  726.48

  	
   

  	
   

  	
   

  	
  726.48

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-4087 Rite
  Carpet-Edging-Cove Base - Rite Carpet

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400

  	
   

  	
  1

  	
   

  	
  67.96

  	
   

  	
   

  	
   

  	
  67.96

  	
   

  	
  67.69

  	
   

  	
   

  	
   

  	
  67.69

  	
   

  	
  .27

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  15799

  	
   

  	
  Cover Base Adhesive

  	
   

  	
   

  	
   

  	
  40.69

  	
   

  	
   

  	
   

  	
  40.69

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  16321

  	
   

  	
  Black Edging

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  27.00

  	
   

  	
   

  	
   

  	
  27.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-4087
  Staples-Office Supplies - Staples Credit Plan

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400 

  	
   

  	
  2

  	
   

  	
  561.28

  	
   

  	
   

  	
   

  	
  561.28

  	
   

  	
  561.28

  	
   

  	
   

  	
   

  	
  561.28

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  33202-961

  	
   

  	
  Office Supplies

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  561.28

  	
   

  	
   

  	
   

  	
  561.28

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-4093
  Davidson Electric-Relocation C - Davidson Electric Co., Inc.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400 

  	
   

  	
  1

  	
   

  	
  1,548.76

  	
   

  	
   

  	
   

  	
  1,548.76

  	
   

  	
  1,548.76

  	
   

  	
   

  	
   

  	
  1,548.76

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  8171

  	
   

  	
  Electrical Service -
  Relocation

  	
   

  	
   

  	
   

  	
  1,548.76

  	
   

  	
   

  	
   

  	
  1,548.76

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-4093 GE
  Capital-Skirt Complex - GE Capital Modular Space

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-4-1400 

  	
   

  	
  1

  	
   

  	
  7,571.64

  	
   

  	
   

  	
   

  	
  7,571.64

  	
   

  	
  7,571.64

  	
   

  	
   

  	
   

  	
  7,571.64

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  102287224

  	
   

  	
  Skirt Complex

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  6,781.64

  	
   

  	
   

  	
   

  	
  6,781.64

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  102303514

  	
   

  	
  Skirt Complex

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  790.00

  	
   

  	
   

  	
   

  	
  790.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-7098
  WheelingDwns_CPSINV - Convenient Phone Service, Inc.

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  2-3-2300 

  	
   

  	
  1

  	
   

  	
  76,705.40

  	
   

  	
   

  	
   

  	
  76,705.40

  	
   

  	
  76,705.40

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  4783

  	
   

  	
  TELECOMM LABOR/ MATERIALS

  	
   

  	
  76,705.40

  	
   

  	
   

  	
   

  	
  .00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH Jeter
  Cook & Jepson - Wheeling - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  175,839.02

  	
   

  	
   

  	
   

  	
  175,839.02

  	
   

  	
  175,839.02

  	
   

  	
   

  	
   

  	
  175,839.02

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  0054-00-1125

  	
   

  	
  A&E Fees

  	
   

  	
   

  	
   

  	
   

  	
   

  	
  175,839.02

  	
   

  	
   

  	
   

  	
  175,839.02

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:  05121-ARCH Wheeling PH2 - Jeter Cook Jeps
  - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  16,000.00

  	
   

  	
  16,000.00-

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  17,792.31

  	
   

  	
  17,792.31

  	
   

  	
  17,792.31

  	
   

  	
   

  	
   

  	
  17,792.31

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract:  05121-ARCH Wheeling PH2 - Jeter Cook Jeps
  - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  16,000.00

  	
   

  	
  16,000.00-

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
   

  	
   

  	
  17,736.72

  	
   

  	
  17,736.72

  	
   

  	
  17,736.72

  	
   

  	
   

  	
   

  	
  17.736.72

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH Jeter
  Cook Jepson-Wheel 2 - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  15,000.00

  	
   

  	
  25,000.00

  	
   

  	
  40,000.00

  	
   

  	
  37,513.97

  	
   

  	
   

  	
   

  	
  37,513.97

  	
   

  	
  2,486.03

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH Jeter
  Cook Jepson - Wheeling - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  160,620.02

  	
   

  	
   

  	
   

  	
  160,620.02

  	
   

  	
  160,620.02

  	
   

  	
   

  	
   

  	
  160,620.02

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH PHASE
  II - WHEELING - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  389,089.67

  	
   

  	
   

  	
   

  	
  389,089.67

  	
   

  	
  389,089.67

  	
   

  	
   

  	
   

  	
  389,089.67

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH Jeter
  Cook & Jepson-Whel - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  104,810.52

  	
   

  	
   

  	
   

  	
  104,810.52

  	
   

  	
  104,810.52

  	
   

  	
   

  	
   

  	
  104,810.52

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  122001-00540 

  	
   

  	
  Architectural Services

  	
   

  	
   

  	
   

  	
  104,810.52

  	
   

  	
   

  	
   

  	
  104,810.52

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Contract: 05121-ARCH JETER-WHEL
  - Jeter Cook & Jepson, Architect

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121

  	
   

  	
  1-1-1100 

  	
   

  	
  2

  	
   

  	
  195,232.10

  	
   

  	
   

  	
   

  	
  195,232.10

  	
   

  	
  195,232.10

  	
   

  	
   

  	
   

  	
  195,232.10

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
  Invoices:

  	
   

  	
  12902-195232 

  	
   

  	
  Architectural Services

  	
   

  	
   

  	
   

  	
  195,232.10

  	
   

  	
   

  	
   

  	
  195,232.10

  	
   

  	
   

  	
   

  

 

98

 

	
  Delaware
  North Companies

  	
  Job Cost
  Commitment CO Journal

  

 

Entries from JC Enter
commitment CO 7-10-02

 

	
  Commitment

  	
   

  	
  Commt CO

  	
   

  	
  Job

  	
   

  	
  Location

  	
   

  	
  Cost Code

  	
   

  	
  Transaction
  Type

  	
   

  	
  Cost

  	
   

  	
  Units

  	
   

  	
  Unit cost

  	
   

  	
  Amount

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121-A RCHB

  	
   

  	
  4

  	
   

  	
  05121

  	
   

  	
  W HED-HOTEL

  	
   

  	
  1-1-1100

  	
   

  	
  A prvd cm m tt cst chng

  	
   

  	
  2

  	
   

  	
  .0000

  	
   

  	
  .0000

  	
   

  	
  286,133.90

  	
   

  

 

	
  Description

  	
  Architectural/Engineering
  Fees

  

 

ENTRY TOTALS

 

	
  Number of entries

  	
   

  	
  1

  	
   

  
	
  Total amount of entries

  	
   

  	
  286,133.90

  	
   

  

 

99

 

ADDITIONAL INFORMATIONS

 

ADDED — ITEM — commitment 05121-A RCH
commitment CO 4 job 05121 location W HED-HOTEL cost code 1-1-1100 category 2
Architectural/Engineering Fees

ADDED — SUBCONTRACT COMMITMENT
CO Approved

 

100

 

on from JC
Enter commitment CO 7-10-02

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  286,133.90

  	
   

  	
  .00

  	
   

  

 

101

 

	
  Delaware
  North Companies

  	
  Job Cost Commitment
  CO Journal

  

 

POST ENTRIES TOTALS

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  286,133.90

  	
   

  	
  .00

  	
   

  

 

	
  Entry

  	
   

  	
  Amount

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Approved Committed cost Changes

  	
   

  	
  286,133.90

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Total Amount Posted

  	
   

  	
  286,133.90

  	
   

  

 

102

 

Entries from JC Enter
Commitment CO 7-10-02

 

	
  Commitment

  	
   

  	
  Commt CO

  	
   

  	
  Job

  	
   

  	
  Location

  	
   

  	
  Cost Code

  	
   

  	
  Transaction
  Type

  	
   

  	
  Cat

  	
   

  	
  Units

  	
   

  	
  Unit Cost

  	
   

  	
  Amount

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  05121-ARCH6

  	
   

  	
  5

  	
   

  	
  05121

  	
   

  	
  WHED-HOTEL

  	
   

  	
  1-3-1100

  	
   

  	
  Aprvd Commitment chng

  	
   

  	
  2

  	
   

  	
  .0000

  	
   

  	
  .0000

  	
   

  	
  982,186.37

  	
   

  

 

Description
Architectural/Engineering Fees

 

ENTRY TOTALS

 

	
  Number of Entries

  	
   

  	
  1

  	
   

  
	
  Total amount of Entries

  	
   

  	
  982,186.37

  	
   

  

 

103

 

ADDITIONAL
INFORMATION

 

ADDED — ITEM — Commitment 05121-A RCH
commitment co 5 job 05121 location WHED-HOTEL cost code 1-1-1100 category 2
Architectural/Engineering Fees

ADDED —
SUBCONTRACT COMMITMENT CO Approved

 

104

 

?? From JC
Enter Commitment Co 7-10-02

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  982,186.37

  	
   

  	
  .00

  	
   

  

 

105

 

	
  Delaware
  North Companies

  	
  Job Cost
  Commitment Co Journal

  

 

POST ENTRIES
TOTALS

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  982,186.37

  	
   

  	
  .00

  	
   

  

 

	
  Entry

  	
   

  	
  Amount

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Approved Committed Cost Changes

  	
   

  	
  982,186.37

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Total Amount Posted

  	
   

  	
  982,186.37

  	
   

  

 

106

 

ADDITIONAL
INFORMATIONS

 

ADDED — Job 05162 W HEL-PA DK1 cost code 1-7-1700 category 2
Subcontractors

ADDED — ITEM — commitment 05162-CONS Job 05162 location W HEL PA DK1
cost code 1-7-1700 category 2 Build Out

ADDED — SUBCONTRACT COMMITMENT Committed

 

107

 

es from JC Enter Commitment 2-15-02

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  20,038.00

  	
   

  	
  .00

  	
   

  

 

108

 

	
  Delaware
  North Companies 

  	
  Job Cost
  Commitment Journal

  

 

POST ENTRIES
TOTALS

 

	
   

  	
   

  	
  Posted

  	
   

  	
  Rejected

  	
   

  
	
  Number of Entries

  	
   

  	
  1

  	
   

  	
  0

  	
   

  
	
  Amount of Entries

  	
   

  	
  20,038.00

  	
   

  	
  .00

  	
   

  

 

	
  Entry

  	
   

  	
  Amount

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Committed Cost

  	
   

  	
  20,038.00

  	
   

  
	
   

  	
   

  	
   

  	
   

  
	
  Total Amount Posted

  	
   

  	
  20,038.00

  	
   

  

 

109

Source: [{"source": "alea-institute/alea-institute/kl3m-data-edgar-agreements/train-00049-of-00352.parquet"}, [{"source": "alea-institute/alea-institute/kl3m-data-edgar-agreements/train-00049-of-00352.parquet"}]]