Document:

Exhibit 10.2

Exhibit 10.2

SECOND AMENDMENT TO THE AGREEMENT FOR GUARANTEED

MAXIMUM PRICE CONSTRUCTION SERVICES

This Second Amendment to the Agreement for Guaranteed Maximum Price Construction Services is dated
as of May 26, 2011, and is by and between PNK (Baton Rouge) Partnership (“Owner”) and Manhattan
Construction Company (“Contractor”).

WHEREAS, on March 30, 2010, Owner and Contractor entered into an Agreement for Guaranteed Maximum
Price Construction Services (the “Agreement”); and

WHEREAS, the parties now desire to amend the Agreement.

NOW, THEREFORE, for good and valuable consideration, the receipt of which is hereby acknowledged,
the parties agree as follows:

1. Pursuant to Section 1.3 of Addendum 1 to the Agreement, the Agreement is hereby amended to
include a Guaranteed Maximum Price. Additionally, new exhibits (Exhibits Q-U) are added to the
Agreement and certain other exhibits to the Agreement (Exhibits B-G and N-P) are hereby revised.
The Guaranteed Maximum Price and the new and revised exhibits to the Agreement are attached hereto
as Exhibit 1, and incorporated into the Agreement as if fully set forth therein.

2. All other terms and conditions of the Agreement not amended herein shall remain in full force
and effect.

IN WITNESS WHEREOF, the parties hereto have caused this Second Amendment to the Agreement for
Guaranteed Maximum Price Construction Services to be executed as of the date first set forth above.

	 	 	 	 	 	 	 
	PNK (BATON ROUGE) PARTNERSHIP	 	MANHATTAN CONSTRUCTION COMPANY
	 
	 	 	 	 	 	 
	By:

	 	PNK DEVELOPMENT 8, LLC
	 	By:	 	/s/ Duane K. Duffy
	 

	 	 	 	 	 	 
	 

	 	 	 	 	 	Duane K. Duffy
	Its:

	 	Managing Partner
	 	 	 	 

	 	 	 	 	 	 	 	 	 
	 

	 	By:
	 	PINNACLE ENTERTAINMENT, INC.
	 	Its:
	 	Executive Vice President
	 
	 	 	 	 	 	 	 	 
	 

	 	Its:
	 	Sole Member	 	 	 	 

	 	 	 	 	 	 	 
	 

	 	By:
	 	/s/ Anthony M. Sanfilippo
 

Anthony M. Sanfilippo
	 	 
	 
	 	 	 	 	 	 
	 

	 	Its:
	 	President and Chief Executive Officer	 	 

 

 

EXHIBIT 1

TO

SECOND AMENDMENT TO THE

AGREEMENT FOR GUARANTEED

MAXIMUM PRICE CONSTRUCTION

SERVICES

 

 

 

May 11, 2011

PNK (Baton Rouge) Partnership

8918 Spanish Ridge

Las Vegas, NV 89148

Attention: Marty Thomas / Donna Negrotto

	 	 	 
	RE:

	 	Pinnacle Entertainment Baton Rouge Casino and Hotel
	Subject:

	 	Guaranteed Maximum Price (GMP) Proposal

Mr. Thomas and Miss Negrotto:

In accordance with Addendum 1 Section 1.2 of the executed Agreement between PNK (Baton Rouge)
Partnership and Manhattan Construction Company dated March 30, 2010, Manhattan has enclosed the
formal Guaranteed Maximum Price (GMP) proposal with associated exhibits for the Baton Rouge Casino
and Hotel project. The total GMP for the project is Two Hundred Twenty-Eight Million Seven Hundred
Eleven Thousand Three Hundred Forty Two Dollars and NO Cents, $228,711,342. Following are the
enclosed exhibits to this proposal:

MCC GMP Estimate dated 5/11/11 (Original issue Date 4/21/11)

Exhibit “A” Description of the Site (See Original Agreement)

Exhibit “B” Project Schedule (Data Date of 4/20/11 and Run Date 5/02/11)

Exhibit “C” Contractors Personnel dated 5/11/11

Exhibit “D” Contractors Owned Equipment dated 5/11/11

Exhibit “E” Drawings dated 5/11/11

Exhibit “F” The Work dated 5/11/11

Exhibit “G” GMP Premises and Assumptions dated 5/11/11

Exhibit “H” Conditional Waiver and Release Upon Progress Payment (See Original Agreement)

Exhibit “I” Unconditional Waiver and Release Upon Progress Payment (See Original Agreement)

Exhibit “J” Contractor’s Certificate (See Original Agreement)

Exhibit “K” Technical Studies and Reports (See Original Agreement)

Exhibit “L” Permits, Approvals and Entitlements (See Original Agreement)

Exhibit “M” Unconditional Final Waiver and Release (See Original Agreement)

Exhibit “N” Contractor’s Project Safety and Health Guidelines dated 5/11/11

Exhibit “O” OCIP Manual (Not Applicable)

Exhibit “P” Required Insurance (Certificate of Liability Insurance Issued 4/11/11)

Exhibit “Q” Value Engineering Log dated 5/11/11

Exhibit “R” GMP Allowances dated 5/11/11

Exhibit “S” Back of House Finish Schedule dated 5/11/11

Exhibit “T” FF&E Matrix dated 5/11/11

Exhibit “U” General Conditions Estimate Breakdown dated 5/11/11

	 	 	 	 	 
	 
	 	Manhattan Construction Company	 	 
	2120 Montrose Blvd.
	 	Houston, Texas 77006    
      Ph: (713) 529-0000
	 	Fax: (713) 526-9176

 

 

 

	 	 	 
	PINNACLE ENTERTAINMENT: BATON ROUGE CASINO & HOTEL
	 	 
	MANHATTAN CONSTRUCTION COMPANY

	 	DATE: 5/11/2011
	SUMMARY OF COSTS — ALL AREAS
	 	 
	PROJECT NAME: BATON ROUGE SCHEME #6 PROGRAM
	 	 
	GMP 04-21-2011 (WITH VE INCLUDED); REVISED 05/02/11
	 	 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SUB	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	JOB	 	 	AREA DATA	 	TOTAL AMOUNT	 	 	COST / S.F.	 	 	SF	 	 	NOTES	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	0.02	 	 	SITEWORK & RELATED IMPROVEMENTS
	 	$	34,932,060	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	0.03	 	 	CASINO — FLOAT
	 	$	48,321,103	 	 	$	294.77	 	 	 	163,929	 	 	 	 	 
	 	0.04	 	 	PARKING GARAGE
	 	$	13,091,648	 	 	$	42.07	 	 	 	311,207	 	 	 	 	 
	 	0.05	 	 	HOTEL — 206 KEYS, 12 FLOORS
	 	$	40,832,350	 	 	$	207.10	 	 	 	197,166	 	 	 	 	 
	 	0.06	 	 	MARINE WORK
	 	$	15,199,814	 	 	$	67.07	 	 	 	226,634	 	 	 	 	 
	 	0.07	 	 	CENTRAL PLANT / SUPPORT FACILITY
	 	$	14,755,235	 	 	$	581.62	 	 	 	25,369	 	 	 	 	 
	 	0.08	 	 	VESSEL
	 	$	24,356,932	 	 	$	107.47	 	 	 	226,634	 	 	 	 	 
	 	0.09	 	 	GENERAL CONDITIONS: See Note #1 Below
	 	SEE BELOW	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	0.10	 	 	PRECONSTRUCTION SERVICES
	 	$	301,000	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	0.12	 	 	CASINO LOW RISE (FIXED)
	 	$	30,713,299	 	 	$	463.79	 	 	 	66,222	 	 	 	 	 
	 	0.12	 	 	SKYBRIDGE & PORTE-COCHERE
	 	$	5,607,025	 	 	$	882.86	 	 	 	6,351	 	 	 	 	 
	 	0.13	 	 	MODEL ROOMS & MOCKUP
	 	$	311,042	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	EMPLOYEE WALKWAY
	 	$	289,834	 	 	$	38.64	 	 	 	7,500	 	 	 	 	 
	 	 	 	 	PUBLIC PARKING WALKWAY
	 	$	0	 	 	 	 	 	 	 	 	 	 	Not in Contract
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 
	 	 	 	 	TOTAL ALL AREAS
	 	$	228,711,342	 	 	 	 	 	 	 	1,231,012	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	1	 	 	TOTAL GENERAL CONDITIONS AMOUNT
	 	$	9,567,835	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

The general conditions costs are included in the individual area breakdowns.

5/25/2011

1 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	Level 1	 	 	Level 2	 
	Casino Public	 	 	 	 	 	 	 	 
	 	 	 	 	1206 Video Poker
	 	 	751	 	 	 	 	 
	 	 	 	 	1142 Womens Toilets
	 	 	458	 	 	 	 	 
	 	 	 	 	1147 Mens Toilets
	 	 	380	 	 	 	 	 
	 	 	 	 	1157 Buffet
	 	 	12,430	 	 	 	 	 
	 	 	 	 	1173 Womens Toilets
	 	 	719	 	 	 	 	 
	 	 	 	 	1175 Mens Toilets
	 	 	628	 	 	 	 	 
	 	 	 	 	1198 Poker Room
	 	 	1,493	 	 	 	 	 
	 	 	 	 	1197 Vestibule
	 	 	115	 	 	 	 	 
	 	 	 	 	1195 Feature Bar
	 	 	2,753	 	 	 	 	 
	 	 	 	 	1194/1214 High Limit Gaming
	 	 	5,053	 	 	 	 	 
	 	 	 	 	1190 My Choice
	 	 	114	 	 	 	 	 
	 	 	 	 	1185 Mens Toilet
	 	 	456	 	 	 	 	 
	 	 	 	 	1187 Womens Toilet
	 	 	523	 	 	 	 	 
	 	 	 	 	Casino
	 	 	48,852	 	 	 	 	 
	 	 	 	 	2103 Public Circulation / Prefunction
	 	 	7,124	 	 	 	 	 
	 	 	 	 	2105 Mens Toilets
	 	 	595	 	 	 	 	 
	 	 	 	 	2104 Womens Toilets
	 	 	678	 	 	 	 	 
	 	 	 	 	2148 Coats
	 	 	69	 	 	 	 	 
	 	 	 	 	2150 MPR
	 	 	13,031	 	 	 	 	 
	 	 	 	 	2188 VIP Lounge
	 	 	3,199	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL CASINO PUBLIC
	 	 	99,421	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 
	Casino BOH	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	1192 Storage
	 	 	93	 	 	 	 	 
	 	 	 	 	1189 Room
	 	 	78	 	 	 	 	 
	 	 	 	 	1188 Data
	 	 	96	 	 	 	 	 
	 	 	 	 	1191 Office
	 	 	539	 	 	 	 	 
	 	 	 	 	1177 Data
	 	 	74	 	 	 	 	 
	 	 	 	 	1178 Data
	 	 	99	 	 	 	 	 
	 	 	 	 	1176/79 Service Bar
	 	 	552	 	 	 	 	 
	 	 	 	 	1174 Janitor
	 	 	64	 	 	 	 	 
	 	 	 	 	1144 Employee Entry
	 	 	118	 	 	 	 	 
	 	 	 	 	1136 BOH Circulation
	 	 	489	 	 	 	 	 
	 	 	 	 	1135 Main Kitchen
	 	 	121	 	 	 	 	 
	 	 	 	 	1148 Service Bar
	 	 	375	 	 	 	 	 
	 	 	 	 	1155 Room
	 	 	72	 	 	 	 	 
	 	 	 	 	1150 Office
	 	 	93	 	 	 	 	 
	 	 	 	 	1149 Data
	 	 	101	 	 	 	 	 
	 	 	 	 	1154 Credit
	 	 	116	 	 	 	 	 
	 	 	 	 	1151 Slot
	 	 	589	 	 	 	 	 
	 	 	 	 	1153 Cage
	 	 	837	 	 	 	 	 
	 	 	 	 	1120 BOH Circ
	 	 	271	 	 	 	 	 
	 	 	 	 	1146 Janitor
	 	 	76	 	 	 	 	 
	 	 	 	 	1186 Janitor
	 	 	54	 	 	 	 	 
	 	 	 	 	2112 BOH Circ
	 	 	1,190	 	 	 	 	 
	 	 	 	 	2108 Storage
	 	 	975	 	 	 	 	 
	 	 	 	 	2109 Mech
	 	 	407	 	 	 	 	 
	 	 	 	 	2110 Security
	 	 	437	 	 	 	 	 
	 	 	 	 	2111 Head Security
	 	 	215	 	 	 	 	 
	 	 	 	 	2112 BOH Circ
	 	 	8,580	 	 	 	 	 
	 	 	 	 	2113 Data/UPS
	 	 	668	 	 	 	 	 
	 	 	 	 	2116 Room
	 	 	636	 	 	 	 	 
	 	 	 	 	2118 BOH
	 	 	822	 	 	 	 	 
	 	 	 	 	2119 Storage
	 	 	156	 	 	 	 	 
	 	 	 	 	2121 State Police
	 	 	289	 	 	 	 	 
	 	 	 	 	2120 Audit
	 	 	107	 	 	 	 	 
	 	 	 	 	2122 Trooper
	 	 	106	 	 	 	 	 
	 	 	 	 	2124 BOH
	 	 	327	 	 	 	 	 

5/25/2011

2 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	Level 1	 	 	Level 2	 
	 	 	 	 	2135 Training
	 	 	1,085	 	 	 	 	 
	 	 	 	 	2125 Security Dispatch
	 	 	212	 	 	 	 	 
	 	 	 	 	2123 Employee Control
	 	 	266	 	 	 	 	 
	 	 	 	 	2140 BOH
	 	 	689	 	 	 	 	 
	 	 	 	 	2133 Surveillance
	 	 	1,441	 	 	 	 	 
	 	 	 	 	2139 IT
	 	 	884	 	 	 	 	 
	 	 	 	 	2134 BOH RAMP
	 	 	143	 	 	 	 	 
	 	 	 	 	2132 AV
	 	 	1,285	 	 	 	 	 
	 	 	 	 	2120 Room
	 	 	167	 	 	 	 	 
	 	 	 	 	2131 Room
	 	 	82	 	 	 	 	 
	 	 	 	 	2149 Room
	 	 	173	 	 	 	 	 
	 	 	 	 	2115 Room
	 	 	117	 	 	 	 	 
	 	 	 	 	2138 Bar Storage
	 	 	889	 	 	 	 	 
	 	 	 	 	2136 G Room
	 	 	160	 	 	 	 	 
	 	 	 	 	2202 Green Room Toilet
	 	 	54	 	 	 	 	 
	 	 	 	 	2155 Room
	 	 	717	 	 	 	 	 
	 	 	 	 	2154 Banquet Kitchen
	 	 	2,357	 	 	 	 	 
	 	 	 	 	2176 EDR Kitchen
	 	 	1,018	 	 	 	 	 
	 	 	 	 	2175 EDR
	 	 	3,305	 	 	 	 	 
	 	 	 	 	2180 Team Lounge
	 	 	494	 	 	 	 	 
	 	 	 	 	2177 Room
	 	 	127	 	 	 	 	 
	 	 	 	 	2178 Mens Toilet
	 	 	293	 	 	 	 	 
	 	 	 	 	2179 Womens Toilet
	 	 	305	 	 	 	 	 
	 	 	 	 	2191 Vessel Support
	 	 	1,557	 	 	 	 	 
	 	 	 	 	2190 Room
	 	 	230	 	 	 	 	 
	 	 	 	 	2200 Office
	 	 	320	 	 	 	 	 
	 	 	 	 	2201 Generator
	 	 	880	 	 	 	 	 
	 	 	 	 	2194 Employee Terrace
	 	 	1,518	 	 	 	 	 
	 	 	 	 	2189 Storage
	 	 	81	 	 	 	 	 
	 	 	 	 	2171 Storage
	 	 	284	 	 	 	 	 
	 	 	 	 	2169 Green Room
	 	 	168	 	 	 	 	 
	 	 	 	 	2170 Green Rom Toilet
	 	 	49	 	 	 	 	 
	 	 	 	 	2153 AV Storage
	 	 	72	 	 	 	 	 
	 	 	 	 	2152 Room
	 	 	59	 	 	 	 	 
	 	 	 	 	2196 AGM
	 	 	206	 	 	 	 	 
	 	 	 	 	2197 Conference
	 	 	289	 	 	 	 	 
	 	 	 	 	2199 GM
	 	 	285	 	 	 	 	 
	 	 	 	 	2198 Special Event
	 	 	193	 	 	 	 	 
	 	 	 	 	2184 MKTG
	 	 	2,804	 	 	 	 	 
	 	 	 	 	2185 Dir MKTG
	 	 	176	 	 	 	 	 
	 	 	 	 	2183 Dir MKTG
	 	 	174	 	 	 	 	 
	 	 	 	 	2181 Conference
	 	 	288	 	 	 	 	 
	 	 	 	 	2167 MKTG Storage
	 	 	312	 	 	 	 	 
	 	 	 	 	2168 Tables
	 	 	176	 	 	 	 	 
	 	 	 	 	2166 Slot/Tables
	 	 	801	 	 	 	 	 
	 	 	 	 	2163 Dir F&B
	 	 	202	 	 	 	 	 
	 	 	 	 	2164 Dir Slots
	 	 	169	 	 	 	 	 
	 	 	 	 	2172 Vestibule
	 	 	256	 	 	 	 	 
	 	 	 	 	2165 F&B Offices
	 	 	705	 	 	 	 	 
	 	 	 	 	2147 Storage
	 	 	888	 	 	 	 	 
	 	 	 	 	2143 Storage
	 	 	850	 	 	 	 	 
	 	 	 	 	Folding Door Storage
	 	 	212	 	 	 	 	 
	 	 	 	 	2186 VIP Terrace
	 	 	1,797	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL CASINO BOH
	 	 	52,086	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL CASINO OCCUPIED
	 	 	151,507	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	Casino Level 1
	 	 	84,252	 	 	 	 	 
	 	 	 	 	Casino Level 2
	 	 	79,677	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL CASINO
	 	 	163,929	 	 	 	 	 
	 	 	 	 	Deduct Casino Occupied
	 	 	(151,507	)	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	Casino Misc Circ / Dead Space
	 	 	12,422	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 

5/25/2011

3 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	Level 1	 	 	Level 2	 
	Low Rise Public	 	 	 	 	 	 	 	 
	 	 	 	 	1102 Entry Vestibule
	 	 	698	 	 	 	 	 
	 	 	 	 	1105 My Choice
	 	 	409	 	 	 	 	 
	 	 	 	 	1140 Promenade
	 	 	12,180	 	 	 	 	 
	 	 	 	 	1180 Steakhouse
	 	 	3,608	 	 	 	 	 
	 	 	 	 	1161 Womens Toilets
	 	 	152	 	 	 	 	 
	 	 	 	 	1160 Mens Toilets
	 	 	110	 	 	 	 	 
	 	 	 	 	1167 Mens Toilet
	 	 	296	 	 	 	 	 
	 	 	 	 	1166 Womens Toilet
	 	 	359	 	 	 	 	 
	 	 	 	 	1168 Toilet
	 	 	56	 	 	 	 	 
	 	 	 	 	1202 2 Meal
	 	 	4,396	 	 	 	 	 
	 	 	 	 	1207 Patio
	 	 	574	 	 	 	 	 
	 	 	 	 	1205 Grab N Go
	 	 	479	 	 	 	 	 
	 	 	 	 	2101 Bridge Promenade
	 	 	 	 	 	 	3146	 
	 	 	 	 	TOTAL LOW RISE PUBLIC
	 	 	23,317	 	 	 	3146	 

5/25/2011

4 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	Level 1	 	 	Level 2	 
	Low Rise BOH	 	 	 	 	 	 	 	 
	 	 	 	 	1103 Storage
	 	 	297	 	 	 	 	 
	 	 	 	 	1104 Office
	 	 	318	 	 	 	 	 
	 	 	 	 	1201 EVS
	 	 	142	 	 	 	 	 
	 	 	 	 	1169 Janitor
	 	 	22	 	 	 	 	 
	 	 	 	 	1165 Vestibule
	 	 	243	 	 	 	 	 
	 	 	 	 	1163 Trash
	 	 	164	 	 	 	 	 
	 	 	 	 	1162/64 Steakhouse Kitchen
	 	 	1,886	 	 	 	 	 
	 	 	 	 	1215 Electrical
	 	 	88	 	 	 	 	 
	 	 	 	 	1199 Electrical
	 	 	103	 	 	 	 	 
	 	 	 	 	1183 Service Bar
	 	 	287	 	 	 	 	 
	 	 	 	 	1136 BOH Circ
	 	 	178	 	 	 	 	 
	 	 	 	 	1127 BOH Circ
	 	 	1,943	 	 	 	 	 
	 	 	 	 	1133 Janitor
	 	 	57	 	 	 	 	 
	 	 	 	 	1132 Dry Storage
	 	 	234	 	 	 	 	 
	 	 	 	 	1131 Refrig
	 	 	139	 	 	 	 	 
	 	 	 	 	1130 Soda
	 	 	101	 	 	 	 	 
	 	 	 	 	1129 Liquor
	 	 	152	 	 	 	 	 
	 	 	 	 	1134 Electrical
	 	 	121	 	 	 	 	 
	 	 	 	 	1128 Electrical
	 	 	239	 	 	 	 	 
	 	 	 	 	1126 Womens Toilets
	 	 	124	 	 	 	 	 
	 	 	 	 	1128 Mens Toilets
	 	 	124	 	 	 	 	 
	 	 	 	 	1141 F&B Office
	 	 	120	 	 	 	 	 
	 	 	 	 	1124 F&B Office
	 	 	107	 	 	 	 	 
	 	 	 	 	1121 Exit Corridor
	 	 	601	 	 	 	 	 
	 	 	 	 	1120 BOH Circ
	 	 	558	 	 	 	 	 
	 	 	 	 	1116 Trap
	 	 	50	 	 	 	 	 
	 	 	 	 	1112 Evs
	 	 	79	 	 	 	 	 
	 	 	 	 	1115 Cage Mgr
	 	 	128	 	 	 	 	 
	 	 	 	 	1117 Card/Dice
	 	 	144	 	 	 	 	 
	 	 	 	 	1118 Cart Storage
	 	 	303	 	 	 	 	 
	 	 	 	 	1119 Trap
	 	 	99	 	 	 	 	 
	 	 	 	 	1113 Soft Count
	 	 	594	 	 	 	 	 
	 	 	 	 	1110 Vault
	 	 	381	 	 	 	 	 
	 	 	 	 	1111 Shift Mgr
	 	 	423	 	 	 	 	 
	 	 	 	 	1109 Exit Corridor
	 	 	333	 	 	 	 	 
	 	 	 	 	1108 3 Meal Kitchen
	 	 	2,297	 	 	 	 	 
	 	 	 	 	1123/35 Main Kitchen & Bakery
	 	 	6,695	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL LOW RISE BOH
	 	 	19,874	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL LOW RISE OCCUPIED
	 	 	43,191	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	Low Rise Level 1
	 	 	45,729	 	 	 	 	 
	 	 	 	 	Low Rise Level 2
	 	 	17,347	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL LOW RISE AREA
	 	 	63,076	 	 	 	 	 
	 	 	 	 	Deduct Occupied
	 	 	(43,191	)	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	Low Rise Misc Circ / Dead Space
	 	 	19,885	 	 	 	 	 

5/25/2011

5 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	Spaces	 
	Garage	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Level 1 Elevation +29
	 	 	103047	 	 	 	253	 
	 	 	 	 	Level 2 Elevation +41
	 	 	103208	 	 	 	262	 
	 	 	 	 	Level 3 Elevation +53
	 	 	102772	 	 	 	274	 
	 	 	 	 	Level 4 — Elevation 77
	 	 	2180	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 
	 	 	 	 	TOTAL GARAGE
	 	 	311207	 	 	 	789	 
	 	 	 	 	 
	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	Area	 	 	 	 	 
	Hotel Public	 	 	 	 	 	 	 
	 	 	 	 	2120 Vestibule
	 	 	269	 	 	 	 	 
	 	 	 	 	2119 Lobby
	 	 	1,475	 	 	 	 	 
	 	 	 	 	2124 Corridor
	 	 	213	 	 	 	 	 
	 	 	 	 	2100 Corridor
	 	 	982	 	 	 	 	 
	 	 	 	 	2117 Elev Lobby
	 	 	350	 	 	 	 	 
	 	 	 	 	2122 Sundries
	 	 	789	 	 	 	 	 
	 	 	 	 	2120 Storage
	 	 	60	 	 	 	 	 
	 	 	 	 	3124 Corridor
	 	 	1,398	 	 	 	 	 
	 	 	 	 	3121 Ice Room
	 	 	83	 	 	 	 	 
	 	 	 	 	4100 — 1100 Corridor
	 	 	11,136	 	 	 	 	 
	 	 	 	 	4121 — 1121 Ice Room
	 	 	656	 	 	 	 	 
	 	 	 	 	Guestrooms
	 	 	91,652	 	 	 	 	 
	 	 	 	 	TOTAL HOTEL PUBLIC
	 	 	109,063	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	Hotel BOH	 	 	 	 	 	 	 	 
	 	 	 	 	0110 Service Corridor
	 	 	1,961	 	 	 	 	 
	 	 	 	 	0112 BOH Offices
	 	 	565	 	 	 	 	 
	 	 	 	 	0101 Pool Furniture Storage
	 	 	1,995	 	 	 	 	 
	 	 	 	 	0104 Room
	 	 	195	 	 	 	 	 
	 	 	 	 	0105 Room
	 	 	206	 	 	 	 	 
	 	 	 	 	0106 HR
	 	 	1,421	 	 	 	 	 
	 	 	 	 	0108 Housekeeping
	 	 	1,104	 	 	 	 	 
	 	 	 	 	0109 BOH Circ
	 	 	350	 	 	 	 	 
	 	 	 	 	0126 Dock
	 	 	350	 	 	 	 	 
	 	 	 	 	0124 Dock Office
	 	 	139	 	 	 	 	 
	 	 	 	 	0125 Trash Holding
	 	 	352	 	 	 	 	 
	 	 	 	 	0122 Room Service Kitchen
	 	 	1,508	 	 	 	 	 
	 	 	 	 	0121 Office
	 	 	95	 	 	 	 	 
	 	 	 	 	0120 Unassigned
	 	 	119	 	 	 	 	 
	 	 	 	 	0119 Dry Storage
	 	 	136	 	 	 	 	 
	 	 	 	 	0118 Electrical
	 	 	301	 	 	 	 	 
	 	 	 	 	0117 Emergency Electrical
	 	 	211	 	 	 	 	 
	 	 	 	 	0116 Mechanical
	 	 	569	 	 	 	 	 
	 	 	 	 	1101 Storage File
	 	 	120	 	 	 	 	 
	 	 	 	 	1104 Finance
	 	 	557	 	 	 	 	 
	 	 	 	 	1100 BOH Circ
	 	 	692	 	 	 	 	 
	 	 	 	 	1103 Womens RR
	 	 	142	 	 	 	 	 
	 	 	 	 	1102 Mens RR
	 	 	147	 	 	 	 	 
	 	 	 	 	1105 Conference
	 	 	122	 	 	 	 	 
	 	 	 	 	1106 Director Finance
	 	 	158	 	 	 	 	 
	 	 	 	 	1122 Accounting
	 	 	635	 	 	 	 	 
	 	 	 	 	1120 Lead Audit
	 	 	147	 	 	 	 	 
	 	 	 	 	1121 Internal Audit
	 	 	137	 	 	 	 	 
	 	 	 	 	1124 Acct Spvr
	 	 	140	 	 	 	 	 

5/25/2011

6 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	Area	 	 	 	 	 
	 	 	 	 	1123 Audit Spvr
	 	 	190	 	 	 	 	 
	 	 	 	 	1125 Dir Resort Ops
	 	 	149	 	 	 	 	 
	 	 	 	 	1128 Baggage
	 	 	825	 	 	 	 	 
	 	 	 	 	1127 Baggage
	 	 	136	 	 	 	 	 
	 	 	 	 	1.5 Equip
	 	 	4,055	 	 	 	 	 
	 	 	 	 	1.5 Room
	 	 	163	 	 	 	 	 
	 	 	 	 	1.5 Room
	 	 	164	 	 	 	 	 
	 	 	 	 	1.5 Elect
	 	 	515	 	 	 	 	 
	 	 	 	 	1.5 Elec Control
	 	 	167	 	 	 	 	 
	 	 	 	 	1.5 Room
	 	 	48	 	 	 	 	 
	 	 	 	 	2125 Housekeeping
	 	 	389	 	 	 	 	 
	 	 	 	 	2123 Room
	 	 	39	 	 	 	 	 
	 	 	 	 	3125 Housekeeping
	 	 	391	 	 	 	 	 
	 	 	 	 	3123 Room
	 	 	41	 	 	 	 	 
	 	 	 	 	4125 Housekeeping
	 	 	387	 	 	 	 	 
	 	 	 	 	4123 Room
	 	 	40	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL HOTEL BOH
	 	 	22,273	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL HOTEL OCCUPIED
	 	 	131,336	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 

5/25/2011

7 of 93

 

HOTEL FLOORPLATE (includes stairs)

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	Area	 	 	 	 	 
	 	 	 	 	Service Level
	 	 	13,672	 	 	 	 	 
	 	 	 	 	Level 1
	 	 	13,667	 	 	 	 	 
	 	 	 	 	Level 1.5
	 	 	5,684	 	 	 	 	 
	 	 	 	 	Level 2 (17 Keys)
	 	 	13,520	 	 	 	 	 
	 	 	 	 	Level 3 (19 Keys)
	 	 	13,673	 	 	 	 	 
	 	 	 	 	Level 4 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 5 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 6 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 7 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 8 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 9 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 10 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 11 (21 Keys)
	 	 	13,654	 	 	 	 	 
	 	 	 	 	Level 11.5
	 	 	 	 	 	 	7,921	 
	 	 	 	 	Level 12 (2 Keys)
	 	 	6,386	 	 	 	 	 
	 	 	 	 	Mech Penthouse
	 	 	 	 	 	 	6,013	 
	 	 	 	 	 
	 	 	 	 	 	 
	 	 	 	 	Total SF
	 	 	175,834	 	 	 	13,934	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	Pool Deck at Level 12
	 	 	7,398	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	TOTAL HOTEL
	 	 	197,166	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 
	 	 	 	 	TYPICAL ROOMS (K/QQ)
	 	 	141	 	 	 	 	 
	 	 	 	 	ADA TYPICAL ROOMS
	 	 	9	 	 	 	 	 
	 	 	 	 	EXTENDED TYPICAL ROOMS
	 	 	26	 	 	 	 	 
	 	 	 	 	ADA JR STE
	 	 	1	 	 	 	 	 
	 	 	 	 	JUNIOR SUITE
	 	 	9	 	 	 	 	 
	 	 	 	 	ADA BRIDGE
	 	 	1	 	 	 	 	 
	 	 	 	 	BRIDGE SUITE
	 	 	9	 	 	 	 	 
	 	 	 	 	2-BAY SUITES
	 	 	9	 	 	 	 	 
	 	 	 	 	3-BAY SUITES
	 	 	1	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL KEYS
	 	 	206	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	Pedestrian Bridge	 	 	 	 	 	 	 	 
	 	 	 	 	Elevation 53 Casino Vestibule
	 	 	810	 	 	 	 	 
	 	 	 	 	Elevation 53 Hotel Vestibule
	 	 	2344	 	 	 	 	 
	 	 	 	 	Elevation 77 Walkway
	 	 	3197	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	TOTAL PEDESTRIAN BRIDGE
	 	 	6351	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 
	 	 
	Porte Cochere	 	 	9329	 	 	 	 	 

5/25/2011

8 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	Area	 	 	 	 	 
	Support Facility	 	 	 	 	 	 	 	 
	 	 	 	 	1102 Fire Command
	 	 	188	 	 	SF
	 	 	 	 	1103 Security Control
	 	 	527	 	 	SF
	 	 	 	 	1104 Employee Entry
	 	 	389	 	 	SF
	 	 	 	 	1108 Wait
	 	 	196	 	 	SF
	 	 	 	 	1110 Toilet
	 	 	55	 	 	SF
	 	 	 	 	1109 Storage
	 	 	41	 	 	SF
	 	 	 	 	1107 Office
	 	 	137	 	 	SF
	 	 	 	 	11XX
	 	 	232	 	 	SF
	 	 	 	 	1115 Facilities
	 	 	1,934	 	 	SF
	 	 	 	 	1118 Womens RR
	 	 	249	 	 	SF
	 	 	 	 	1119 Mens RR
	 	 	258	 	 	SF
	 	 	 	 	1120 Pump Room
	 	 	643	 	 	SF
	 	 	 	 	1130 Mens Locker
	 	 	828	 	 	SF
	 	 	 	 	1131 Womens Locker
	 	 	819	 	 	SF
	 	 	 	 	1132 Ref Prep Rms
	 	 	1,671	 	 	SF
	 	 	 	 	1140 Storage
	 	 	842	 	 	SF
	 	 	 	 	1141 Uniform
	 	 	2,557	 	 	SF
	 	 	 	 	1132 Warehouse
	 	 	4,643	 	 	SF
	 	 	 	 	1132 Bulk Liqour
	 	 	227	 	 	SF
	 	 	 	 	1133 Purchasing
	 	 	280	 	 	SF
	 	 	 	 	1134 Chemical Storage
	 	 	139	 	 	SF
	 	 	 	 	1136 Trash
	 	 	297	 	 	SF
	 	 	 	 	1117 Janitors Closet
	 	 	50	 	 	SF
	 	 	 	 	1116 Circulation
	 	 	3,125	 	 	SF
	 	 	 	 	1105 Storage
	 	 	648	 	 	SF
	 	 	 	 	1121 MDF Room
	 	 	698	 	 	SF
	 	 	 	 	1122 Generator Room
	 	 	825	 	 	SF
	 	 	 	 	1123 Emergency Elec
	 	 	575	 	 	SF
	 	 	 	 	1124 Normal Elec
	 	 	622	 	 	SF
	 	 	 	 	 
	 	 	 	 	 	 
	 	 	 	 	Total Support Facility (Occupied)
	 	 	23695	 	 	SF
	 	 	 	 	 
	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 
	 	 	 	 	Support Facility Footprint
	 	 	25369	 	 	 	 	 
	 	 	 	 	Deduct Occupied
	 	 	-23695	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 
	 	 	 	 	Misc Circ / Dead Space
	 	 	1674	 	 	 	 	 

5/25/2011

9 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	MASS EXCAVATION: Dry Side Sitework
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clear & Grub Site
	 	 	4	 	 	ACRES	 	$	1,817.07	 	 	 	7,268	 
	 	 	Erosion Control
	 	 	1	 	 	LS	 	$	18,987.10	 	 	 	18,987	 
	 	 	Demo Asphalt @ Old River Road Tie-Ins
	 	 	1	 	 	LS	 	$	5,000.00	 	 	 	5,000	 
	 
	 	 	Strip & Store Top Soil/Mass Excavation Cut & Fill
	 	 	1	 	 	LS	 	$	2,639,463.59	 	 	 	2,639,464	 
	 
	 	 	Mass Excavation: Site Import Fill Fuel Up charge
	 	 	239,108	 	 	TMCY	 	$	1.50	 	 	 	358,662	 
	 	 	Geo-foam w/ Filter Fabric
	 	 	4,550	 	 	SF	 	$	8.28	 	 	 	37,695	 
	 	 	Geo-foam Seal Slab
	 	 	4,550	 	 	SF	 	$	4.50	 	 	 	20,475	 
	 	 	Top Soil @ Back-of-Curbs / Sidewalks
	 	 	933	 	 	CY	 	$	32.00	 	 	 	29,870	 
	 	 	Open Cut Outfall Drainage Swales: On Site
	 	 	5,029	 	 	LF	 	$	4.62	 	 	 	23,248	 
	 	 	3,140,669
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Amphitheater Mass Earthwork
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-60	 	Amphitheater Electrical / Low Voltage Service Allowance
	 	 	1	 	 	ALLOW	 	$	100,000.00	 	 	 	100,000	 
	 	 	100,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Lime Stabilization: 6′′ (Drive Lanes)
	 	 	1,795	 	 	SY	 	$	5.67	 	 	 	10,178	 
	 	 	Lime Stabilization: 9′′ (Surface Parking Areas)
	 	 	72,231	 	 	SY	 	$	4.35	 	 	 	314,205	 
	 	 	324,383
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE SURFACE DEWATERING
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Subsurface Dewatering (Site Maintenance)
	 	 	1	 	 	LS	 	$	125,000.00	 	 	 	125,000	 
	 	 	125,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TEMPORARY ROADS & LAYDOWN:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temporary Roads: Hotel & Site
	 	 	21,500	 	 	SY	 	$	35.00	 	 	 	752,500	 
	 	 	752,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE UTILITIES — SUBCONTRACT
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Water
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	12′′ Combination Fire/Water Main (New River Road to Meter Pit) (NOT IN CONTRACT)
	 	 	151	 	 	LF	 	$	—	 	 	 	0	 
	 	 	8′′ Fire Main Loop: Site Loop
	 	 	4,826	 	 	LF	 	$	65.00	 	 	 	313,690	 
	 	 	Fire Hydrants @ Parking Lot
	 	 	5	 	 	EA	 	$	4,200.00	 	 	 	21,000	 
	 	 	8′′ Fire Main from Central Plant to Hotel
	 	 	850	 	 	LF	 	$	65.00	 	 	 	55,250	 
	 	 	8′′ Fire Main from Wet/Dry Side Tee to Casino (Insulated & Exposed @ Levee)
	 	 	220	 	 	LF	 	$	120.00	 	 	 	26,400	 
	 	 	8′′ Domestic Water Main: Meter Pit to Central Plant
	 	 	540	 	 	LF	 	$	65.00	 	 	 	35,100	 
	 	 	8′′ Domestic Water Main: Central Plant to Wet/Dry Side Tee (See Directional Bore
Below)
	 	 	440	 	 	LF	 	$	—	 	 	 	0	 
	 	 	6′′ Domestic Water Main: Tee to Hotel (See Directional Bore Below)
	 	 	440	 	 	LF	 	$	—	 	 	 	0	 
	 	 	6′′ Domestic Water Main: Wet/Dry Side Tee to Casino (Insulated & Exposed @ Levee)
	 	 	220	 	 	LF	 	 	 	 	 	W/ Mechanical
	 	 	6′′ Domestic Water Main: Central Plant to Hotel (Directional Boring)
	 	 	850	 	 	LF	 	$	60.00	 	 	 	51,000	 

5/11/2011

 

10 of 93

 

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	6′′ Site Irrigation Water Main (From where to where?)
	 	 	540	 	 	LF	 	$	50.00	 	 	 	27,000	 
	#A-62	 	Reduce 500 LF for 6′′ Irrigation Water Line (Meter to be close to River Road)
	 	 	1	 	 	ALLOW	 	$	(25,000.00	)	 	 	-25,000	 
	 	 	Above Ground Double Check Valve BFP for Each Water Line: 8′′ (2EA) & 6′′ (1 EA)
	 	 	3	 	 	EA	 	$	18,500.00	 	 	 	55,500	 
	 	 	559,940
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Water Meter Pit & 10′′ Meter
	 	 	1	 	 	EA	 	NIC	 	 	 	 	 
	 	 	Fire Water Meter Pit & 8′′ Meter
	 	 	1	 	 	EA	 	NIC	 	 	 	 
	 	 	Irrigation Water Meter Pit & 3′′ Meter
	 	 	1	 	 	EA	 	NIC	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sanitary
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	10′′ Sanitary Sewer Force Main (NIC)
	 	 	0	 	 	LF	 	NIC	 	 	 	 	 
	 	 	10′′ Sanitary Sewer Gravity Flow (1/16′′/ft): Hotel / Central Plant / Support
Facility / Towers to Public MH 100′ before Lift Station
	 	 	2,500	 	 	LF	 	$	65.00	 	 	 	162,500	 
	#A-66	 	Modify routing of sanitary sewer outfall piping
	 	 	1	 	 	ALLOW	 	$	(52,000.00	)	 	 	-52,000	 
	 	 	6′′
Sanitary Sewer Force Main from Wet Side to Dry Side
	 	 	650	 	 	LF	 	$	45.00	 	 	 	29,250	 
	 	 	Sanitary Manholes
	 	 	5	 	 	EA	 	$	4,500.00	 	 	 	22,500	 
	 	 	162,250
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Site Grease Piping
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	4′′ Grease Line: Hotel Gravity Flow
	 	 	50	 	 	LF	 	$	50.00	 	 	 	2,500	 
	 	 	2,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Gas Main
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Gas Main (By Utility)
	 	 	700	 	 	LF	 	NIC	 	 	 	 	 
	 	 	4′′ Gas Main: Low Pressure Side @ Central Plant
	 	 	100	 	 	LF	 	$	25.00	 	 	 	2,500	 
	 	 	4′′ Gas Main: Central Plant to Hotel (Directional Boring)
	 	 	850	 	 	LF	 	$	75.00	 	 	 	63,750	 
	 	 	4′′ Gas Main: Hotel Tee to Casino
	 	 	220	 	 	LF	 	$	50.00	 	 	 	11,000	 
	 	 	77,250
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Misc. Site Pits / Vaults/ Bores
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Directional Bore @ River Road
	 	 	0	 	 	LF	 	$	—	 	 	 	0	 
	 	 	Precast Utility Trench: Not Required
	 	 	0	 	 	LF	 	$	—	 	 	 	0	 
	 	 	Vaults/Pits @ River Road
	 	 	0	 	 	EA	 	$	—	 	 	 	0	 
	 	 	Levee Piping SOG Support (Assume 30′ L x 20′ W x 5′′ SOG)
	 	 	600	 	 	SF	 	$	5.00	 	 	 	3,000	 
	 	 	3,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE CW/CWR Pre-lnsulated Piping
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CW Lines from CP to Hotel & Casino (GMP)
	 	 	1	 	 	LS	 	$	715,213.00	 	 	 	715,213	 
	 	 	CW Lines (Central Plant to Hotel)
	 	 	1,100	 	 	LF	 	$	325.00	 	 	w/above	 
	 	 	CW Lines (Central Plant to Casino)
	 	 	1,100	 	 	LF	 	$	325.00	 	 	w/above	 
	 	 	HW Lines (Central Plant to Hotel)
	 	 	200	 	 	LF	 	$	315.00	 	 	Removed — VE	 
	 	 	HW Lines (Central Plant to Casino)
	 	 	1,000	 	 	LF	 	$	315.00	 	 	Removed — VE	 
	 	 	715,213
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/11/2011

 

11 of 93

 

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Site Duct Banks (River Road to Central Plant)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Primary Electrical Duct Bank
	 	 	600	 	 	LF	 	$	150.00	 	 	 	90,000	 
	 	 	(Assume Primary Wire Furnished by Utility Company)
	 	 	600	 	 	LF	 	$	—	 	 	 	0	 
	 	 	Secondary
Feeder: T-Pad to Switchgear Room
	 	 	200	 	 	LF	 	 	 	 	 	W/ Site Electrical	 
	 	 	Telecom Duct Bank
	 	 	750	 	 	LF	 	$	75.00	 	 	 	56,250	 
	 	 	146,250
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Grease Traps
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-61	 	Grease Trap: Hotel Dry Side (Assume 2.000 Gallon)
	 	 	1	 	 	ALLOW	 	$	25,000.00	 	 	 	25,000	 
	 	 	25,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Lift Station (BY OFFSITE CONTRACTOR)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Lift Station FOB Jobsite
	 	 	1	 	 	LS	 	NIC	 	 	 	 	 
	 	 	Dewatering for Lift Station
	 	 	1	 	 	LS	 	NIC	 	 	 	 	 
	 	 	Excavation / Installation / Backfill
	 	 	1	 	 	LS	 	NIC	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Site Storm Drainage System: ON SITE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	4′ & 8′′ PVC
	 	 	212	 	 	LF	 	$	30.75	 	 	 	6,519	 
	 	 	10′′ A-2000
	 	 	60	 	 	LF	 	$	34.85	 	 	 	2,091	 
	 	 	12′′ A-2000
	 	 	317	 	 	LF	 	$	35.88	 	 	 	11,372	 
	 	 	15′′ A-2000
	 	 	569	 	 	LF	 	$	38.95	 	 	 	22,163	 
	 	 	18′′ A-2000
	 	 	401	 	 	LF	 	$	45.10	 	 	 	18,085	 
	 	 	24′′ A-2000
	 	 	142	 	 	LF	 	$	63.55	 	 	 	9,024	 
	 	 	30′′ A-2000
	 	 	34	 	 	LF	 	$	65.60	 	 	 	2,230	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	18′′ RCPA
	 	 	177	 	 	LF	 	$	64.58	 	 	 	11,430	 
	 	 	24′′ RCPA
	 	 	710	 	 	LF	 	$	85.08	 	 	 	60,403	 
	 	 	30′′ RCPA
	 	 	122	 	 	LF	 	$	104.55	 	 	 	12,755	 
	 	 	36′′ RCPA
	 	 	146	 	 	LF	 	$	136.33	 	 	 	19,903	 
	 	 	Pipe Bedding
	 	 	586	 	 	TON	 	$	36.90	 	 	 	21,623	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Single Catch Basin
	 	 	21	 	 	EA	 	$	2,080.75	 	 	 	43,696	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	10′′ Trench Drain @ Guest Asphalt Parking Lot
	 	 	377	 	 	LF	 	$	259.33	 	 	 	97,766	 
	 	 	6′′ French Drain w/ Lift Station @ PG
	 	 	427	 	 	LF	 	$	35.88	 	 	 	15,319	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Paved Gutter Drain
	 	 	12	 	 	EA	 	$	4,069.25	 	 	 	48,831	 
	 	 	Curb Inlet
	 	 	12	 	 	EA	 	$	2,967.38	 	 	 	35,609	 
	 	 	CB-01
	 	 	3	 	 	EA	 	$	2,897.68	 	 	 	8,693	 
	 	 	Drain Manhole
	 	 	5	 	 	EA	 	$	4,538.70	 	 	 	22,694	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Flumes
	 	 	21	 	 	EA	 	$	288.03	 	 	 	6,049	 
	 	 	Riprap @ Flume End Treatments
	 	 	69	 	 	EA	 	$	518.65	 	 	 	35,787	 
	 	 	512,041
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/11/2011

 

12 of 93

 

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Site Storm Drainage System: OFF SITE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Erosion Control
	 	 	10,000	 	 	LF	 	$	14.44	 	 	 	144,385	 
	 	 	Seeding — with above
	 	 	35	 	 	ACRE	 	 	 	 	 	 	0	 
	 	 	Detention Basin: Open Cut & Dispose on Site
	 	 	161,000	 	 	CY	 	$	2.34	 	 	 	457,260	 
	 	 	Open Cut Outfall Drainage Swales
	 	 	40,500	 	 	CY	 	$	2.81	 	 	 	113,698	 
	 	 	36" x
38" RCPA w/ Headwalls & Outfall Ditches
	 	 	3	 	 	EA	 	$	5,585.67	 	 	 	16,757	 
	 	 	732,100
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	INITIAL OUTFALL DRAINAGE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Add Site
Earth Berm: 25' wide/10'x3,845 LF(see detail
2A/C-10.1) Seal Constr. — Open Purch
	 	 	1	 	 	LS	 	$	48,000.00	 	 	 	48,000	 
	 	 	48,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE DUCT ELECTRICAL BANKS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	PRIMARY
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical — Sitework GMP
	 	 	1	 	 	LS	 	$	4,188,010.00	 	 	 	4,188,010	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	$	62.820.15	 	 	 	62,820	 
	 	 	Primary Electrical Duct Bank (Central Plant to Buildings)
	 	 	710	 	 	LF	 	$	1,233.00	 	 	W/ Elect. GMP	 
	 	 	(Assume Primary Wire Furnished by Utility Company)
	 	 	 	 	 	LF	 	 	 	 	 	 	 	 
	 	 	Secondary Feeder: T-Pad to Main Switchgear Room
	 	 	710	 	 	LF	 	$	262.00	 	 	W/ Elect. GMP	 
	 	 	4,250,830
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SECONDARY
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Secondary Electrical Duct Bank (Central Plant to Buildings)
	 	 	850	 	 	LF	 	$	1,233.00	 	 	 	1,048,050	 
	 	 	Secondary Feeder: T-Pad to Main Switchgear Room
	 	 	0	 	 	LF	 	$	262.00	 	 	W/ Elect. GMP	 
	 	 	1,048,050
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temporary Power Feeders
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temp Power / Conduits for Tower Cranes 1 & 2
	 	 	1	 	 	LS	 	$	350,000.00	 	 	 	350,000	 
	 	 	Temp Power / Conduits for Tower Cranes 3 & 4
	 	 	1	 	 	LS	 	$	250,000.00	 	 	 	250,000	 
	 	 	600,000
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	LOW VOLTAGE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Telecom Duct Bank: Assume racked under bridge
	 	 	600	 	 	LF	 	$	200.00	 	 	W/ Elect. GMP	 
	 	 	Low Voltage Site Cabling: Security
	 	 	 	 	 	LF	 	w/ SF Unit Prices	 	 	 	 	 
	 	 	Low Voltage Site Cabling: Data/Communication
	 	 	 	 	 	LF	 	w/ SF Unit Prices	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE CONCRETE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Site Reinforcing Material
	 	 	92	 	 	TN	 	$	763.00	 	 	 	70,196	 
	 	 	Site Reinforcing Labor
	 	 	92	 	 	TN	 	$	295.00	 	 	 	27,140	 
	 	 	Site Concrete — Ready Mix Material
	 	 	1,826	 	 	CY	 	$	97.01	 	 	 	177,140	 
	 	 	Sidewalks: F/P/P/F
	 	 	39,100	 	 	SF	 	$	2.50	 	 	 	97,750	 
	 	 	10" Concrete Paving: F/P/P/F
	 	 	36,205	 	 	SF	 	$	4.50	 	 	 	162,923	 
	 	 	Light Pole Bases
	 	 	0	 	 	EA	 	 	 	 	 	W/ Elect. GMP	 
	 	 	Handicap Ramps
	 	 	39	 	 	EA	 	$	500.00	 	 	 	19,500	 
	 	 	554,649
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/11/2011

 

13 of 93

 

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys. 

Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 
	 	 	STRIPING/HC SIGNS/PRECAST BUMPERS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Lot Striping/Handicap Signs/Precast Bumpers
	 	 	1	 	 	LS	 	$	15,375.00	 	 	 	15,375	 
	 	 	15,375
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CURB & GUTTER
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Curb & Gutter
	 	 	20,170	 	 	LF	 	$	19.00	 	 	 	383,230	 
	 	 	383,230
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-67	 	ASPHALT PAVING: ALLOWANCE
	 	 	16,285	 	 	TONS	 	$	125.00	 	 	 	2,035,625	 
	 	 	4" Asphalt Paving at Employee Parking
	 	 	16,245	 	 	SY	 	 	 	 	 	 	 	 
	 	 	4" Asphalt Paving at Guest Parking
	 	 	44,730	 	 	SY	 	 	 	 	 	 	 	 
	 	 	7" Asphalt Paving at Roadways
	 	 	9,167	 	 	SY	 	 	 	 	 	 	 	 
	 	 	Total SY
	 	 	70,142	 	 	SY	 	 	 	 	 	 	 	 
	 	 	2,035,625
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	STONE BASE
	 	 	35,114	 	 	TN	 	$	31.40	 	 	 	1,102,548	 
	 	 	Surface Parking: 8" Stone Base
	 	 	32,263	 	 	TONS	 	 	 	 	 	 	 	 
	 	 	Drive Lanes: 12" Stone Base
	 	 	1,197	 	 	TONS	 	 	 	 	 	 	 	 
	 	 	Loading Dock Paving: 8" Stone Base
	 	 	1,654	 	 	TONS	 	 	 	 	 	 	 	 
	 	 	1,102,548
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Re-grade PL Stone Base: Soft Spots & Add 1.25"
	 	 	4,676	 	 	TN	 	$	35.62	 	 	 	166,558	 
	 	 	166,558
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SITE LIGHTING
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Site Light Poles/Circuitry
	 	 	0	 	 	EA	 	 	 	 	 	W/ Elect. GMP	 
	 	 	Site Light Poles/Circuitry: Poles @ Roundabout Entry Drives
	 	 	 	 	 	EA	 	$	8,500.00	 	 	W/ Elect. GMP	 
	 	 	Decorative Light Poles @ Elevated Roadway (Upgrades, every
60׳ at both sides of road)
	 	 	65	 	 	EA	 	$	8,500.00	 	 	 	552,500	 
	#A-51	 	Reduce Cost/Pole AL for Decorative Light Poles @ Elevated Rd. from $8,500 to $5,500
	 	 	1	 	 	ALLOW	 	$	(195,000.00	)	 	 	-195,000	 
	 	 	357,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	River Road Relocation
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	River Road Improvements
	 	 	1	 	 	LS	 	$	5,230,114.00	 	 	 	5,230,114	 
	 	 	Lighting at River Road
	 	 	1	 	 	LS	 	$	805,985.00	 	 	 	805,985	 
	 	 	Additional Shoulder Embankment at Detour
	 	 	1	 	 	LS	 	$	20,000.00	 	 	 	20,000	 
	 	 	Work Stoppage due to ACOE MOD Approval: 01/26/11 thru 02/05/11
	 	 	1	 	 	LS	 	$	126,084.00	 	 	 	126,084	 
	 	 	Additional Mobilization due to Water Levels
	 	 	1	 	 	LS	 	$	40,000.00	 	 	 	40,000	 
	 	 	6,222,183
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-65	 	Mill/Overlay Existing River Road from Gardere to Central Plant
	 	 	1	 	 	ALLOW	 	$	100,000.00	 	 	 	100,000	 
	 	 	100,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/11/2011

 

14 of 93

 

BATON ROUGE SITEWORK

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	GMP 04-21-2011 (WITH VE INCLUDED);	 	 	 	 	 	GSF	 	 	 	 	 	 
	REVISED 05/02/11	 	 	 	 	 	 	 	 	 	 	 	 
	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	ELEVATED ROAD STRUCTURE
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Elevated Road Form/Pump/Place/Finish (includes bents)
	 	 	101,000	 	 	SF	 	$	25.30	 	 	 	2,555,300	 
	 	 	Reinforcing Steel Material for Elevated Road
	 	 	921	 	 	TN	 	$	763.00	 	 	 	702,723	 
	 	 	Reinforcing Steel Labor for Elevated Road
	 	 	921	 	 	TN	 	$	295.00	 	 	 	271,695	 
	 	 	Ready Mix Material for Elevated Road
	 	 	10,947	 	 	CY	 	$	103.55	 	 	 	1,133,562	 
	 	 	Ready Mix Material for Revetment
	 	 	2,500	 	 	CY	 	$	97.01	 	 	 	242,525	 
	 	 	4" Sloped Paving (Revetment)
	 	 	155,700	 	 	SF	 	$	1.27	 	 	 	198,500	 
	 	 	Elev. Roadway Structure Levee Spread Footing (with above)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	6" Galv Rail at top of wall
	 	 	2,400	 	 	LF	 	$	110.00	 	 	 	264,000	 
	 	 	Custom Planter Boxes (FFE)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Caulking of Control Joints
	 	 	50,720	 	 	LF	 	$	1.20	 	 	 	60,864	 
	 	 	5,429,169
	 	 	53.75	 	 	$/SF	 	 	 	 	 	 	 	 
	 
	 	 	Elevated Roadway Levee Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Erosion Control
	 	 	2,500	 	 	LF	 	$	3.30	 	 	 	8,250	 
	 	 	Seeding & Mulching
	 	 	25	 	 	ACRE	 	$	1,450.00	 	 	 	36,250	 
	 	 	Strip & Store Topsoil on Site
	 	 	4,630	 	 	CY	 	$	6.75	 	 	 	31,250	 
	 	 	Import Select Fill
	 	 	18,519	 	 	TMCY	 	$	16.00	 	 	 	296,296	 
	 	 	Premium for Working on Levee
	 	 	18,519	 	 	TMCY	 	$	4.35	 	 	 	80,556	 
	 	 	452,602
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Vessel Veh. Elev. Emergency Egress Walkway
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Vehicular Galv. Railing: Not Rqd (Jersey Barr.)
	 	 	0	 	 	LF	 	 	 	 	 	 	0	 
	 	 	(Vessel to top of Levee)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Levee Paving Adjacent to Elevated Roads/Walks
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	(Includes earthwork & base.)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Levee Paving Between Road and Elevated Walk
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	(20’w x 515 LF)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Elevated Walkways
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Elevated Emerg Egress Walkways North (w/ Low Rise)
	 	 	305	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Elevated Emerg Egress Walkways South (w/ Low Rise)
	 	 	290	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Elevated Loading Dock at Vessel (w/ Low Rise)
	 	 	2,000	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Upgraded Elevated Structure for Utility Lines at Service
Dock (Assumed 30 W x 180 L)
	 	 	5,400	 	 	SF	 	$	62.00	 	 	 	334,800	 
	 	 	Box Culvert at Gravel Drive (Top of Levee)
	 	 	0	 	 	LF	 	$	500.00	 	 	 	0	 
	 	 	334,800
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Elevated Walkways / Roads Gangway (EJ)
	 	 	175	 	 	LF	 	$	250.00	 	 	 	43,750	 
	 	 	43,750
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/11/2011

 

15 of 93

 

BATON
ROUGE SITEWORK

GSF

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	POOL (w/ Hotel)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Pool Bar (w/ Hotel)
	 	 	0	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 	 	Pool Bar: Food Service Equipment (w/ Hotel)
	 	 	0	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 	 	Pool & Hardscaping Allowance (w/ Hotel)
	 	 	0	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Pool Podium Elev. Structure Allowance (w/ Hotel)
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	Landscape & Irrigation
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Landscaping & Irrigation (includes 45 gal trees and Medjool Palms)
- PINNACLE PURCHASE
	 	 	1	 	 	LS	 	NIC	 	 	 	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Site Maintenance / Mowing
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Erosion Control /. SWPPP
	 	 	18	 	 	MO	 	$	1,750.00	 	 	 	31,500	 
	 	 	 	 	31,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	On-Site Mowing: 06/2010 thru 04/2011
	 	 	1	 	 	LS	 	$	86,186.48	 	 	 	86,186	 
	 	 	 	 	On-Site Mowing: 05/2011 thru 03/2012
	 	 	11	 	 	MO	 	$	1,737.14	 	 	 	19,109	 
	 
	 	 	 	 	Off-Site Mowing: 06/2010 thru 04/2011
	 	 	1	 	 	LS	 	$	70,937.88	 	 	 	70,938	 
	 	 	 	 	On-Site Mowing: 05/2011 thru 03/2012
	 	 	11	 	 	MO	 	$	1,737.14	 	 	 	19,109	 
	 	 	 	 	195,341
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Site Low Voltage Lighting
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	#A-50	 	 	Landscaping Lighting
	 	 	1	 	 	ALLOW	 	$	—	 	 	W/ Elect. GMP
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	30,522,964	 
	 
	 	 	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	30,522,964	 
	 
	 	 	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	381,537	 
	 	 	 	 	General Conditions
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	1,590,351	 
	 	 	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	93,347	 
	 	 	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	107,151	 
	 	 	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	244,184	 
	 	 	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	6,105	 
	 	 	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 
	 	 	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	32,945,638	 
	 	 	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	3.25	%	 	$	1,070,733	 
	 
	 	 	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	34,016,371	 
	 	 	 	 	MCC Contingency @ 3% times Cost of Work
	 	 	 	 	 	 	 	 	 	 	3.00	%	 	$	915,689	 
	 	 	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	34,932.060	 

5/11/2011

 

16 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 

	 	FOH 99,421
	 

	 	BOH 64,508

GSF 163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	DIVISION 3
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Place and Finish: Cellular Deck 3500LW SOMD
	 	 	72,996	 	 	SF	 	 	1.30	 	 	 	94,895	 
	 	 	 	 	Place and Finish: 3500LW SOMD Level 1
	 	 	24,175	 	 	SF	 	 	1.30	 	 	 	31,428	 
	 	 	 	 	Place and Finish: 3500LW SOMD Level 2
	 	 	82,400	 	 	SF	 	 	1.30	 	 	 	107,120	 
	 	 	 	 	Form, Place
and Finish: Perimeter Wall Curbs
	 	 	1,290	 	 	LF	 	 	8.00	 	 	 	10,320	 
	 	 	 	 	243,762
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Metal Pan Stair Fill
	 	 	1,255	 	 	SF	 	 	4.00	 	 	 	5,021	 
	 	 	 	 	Misc. Equipment Pads
	 	 	1,000	 	 	SF	 	 	5.50	 	 	 	5,500

0	 
	 
	 	 	 	 	Reinforcing Steel Materials (Bars)
	 	 	19	 	 	TN	 	 	763.00	 	 	 	14,497	 
	 	 	 	 	Reinforcing Steel Materials (Mesh)
	 	 	1,780	 	 	SQS	 	 	19.40	 	 	 	34,536	 
	 	 	 	 	49,033
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Reinforcing Installation
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Bars
	 	 	19	 	 	TN	 	 	295.00	 	 	 	5,605	 
	 	 	 	 	Mesh
	 	 	1,780	 	 	SQS	 	 	11.00	 	 	 	19,580	 
	 	 	 	 	25,185
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Ready-mix Materials
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	2500 PSI Mud Slabs (w/Marine Work)
	 	 	0	 	 	CY	 	 	 	 	 	 	0	 
	 	 	 	 	5000 PSI Pipe Fill (w/Marine Work)
	 	 	0	 	 	CY	 	 	 	 	 	 	0	 
	 	 	 	 	5000 PSI Basin Wall (w/Marine Work)
	 	 	0	 	 	CY	 	 	 	 	 	 	0	 
	 	 	 	 	3500 LW Perimeter Curb
	 	 	25	 	 	CY	 	 	112.27	 	 	 	2,807	 
	 	 	 	 	Cellular Deck 3500 LW SOMD
	 	 	1,152	 	 	CY	 	 	112.27	 	 	 	129,335	 
	 	 	 	 	3500 LW SOMD
	 	 	1,726	 	 	CY	 	 	112.27	 	 	 	193,778	 
	 	 	 	 	325,920
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Crane #1-Liebherr 630
	 	 	8	 	 	MO	 	 	24,750.00	 	 	 	198,000	 
	 	 	 	 	Crane Foundation: F/P/P/F
	 	 	1	 	 	EA	 	 	40,350.00	 	 	 	40,350	 
	 	 	 	 	Crane Operator
	 	 	32	 	 	WK	 	 	3,800.00	 	 	 	121,600	 
	 	 	 	 	ACP Piles for TC1
	 	 	1	 	 	LS	 	 	33,760.00	 	 	 	33,760	 
	 	 	 	 	Lull Rent
	 	 	4	 	 	MO	 	 	2,600.00	 	 	 	10,400	 
	 	 	 	 	Lull Fuel & Maintenance
	 	 	4	 	 	MO	 	 	1,000.00	 	 	 	4,000	 
	 	 	 	 	Lull Operator
	 	 	17	 	 	WKS	 	 	3,800.00	 	 	 	64,600	 
	 	 	 	 	Safety Rails @ Podium: Maintenance
	 	 	3,200	 	 	LF	 	 	7.82	 	 	 	25,024	 
	 	 	 	 	Temporary Ladders / Hole Covers
	 	 	1	 	 	LS	 	 	4,500.00	 	 	 	4,500	 
	 	 	 	 	502,234
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	SBTL	 	Division 3 — Subtotal
	 	 	 	 	 	 	 	 	 	 	7.06	 	 	 	1,156,654	 
	 	 	 	 	DIVISION 4
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Masonry
	 	 	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 
	SBTL	 	Division 4 — Subtotal
	 	 	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	 	 	DIVISION 5
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Structural Steel
	 	 	864	 	 	TN	 	 	2,215.00	 	 	 	1,913,760	 
	 	 	 	 	Structural Steel Design Revisions 10.27.10
	 	 	1	 	 	LS	 	 	426,510.00	 	 	 	426,510	 
	 	 	 	 	Structural Steel Design Revisions 12.15.10
	 	 	1	 	 	LS	 	 	11,206.00	 	 	 	11,206	 
	 	 	 	 	Structural Steel Mill Increase
	 	 	1	 	 	LS	 	 	114,422.00	 	 	 	114,422	 
	 	 	 	 	01-2011 LPA DD
	 	 	1	 	 	LS	 	 	267,875.00	 	 	 	267,875	 
	 	 	 	 	Structural Steel Design Revisions 01.28.11
(ASI #15)
	 	 	1	 	 	LS	 	 	211,298.00	 	 	 	211,298	 

5/25/2011

 

17 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 

	 	FOH 99,421
	 

	 	BOH 64,508

GSF 163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Floor Deck (with Structural Steel)
	 	 	82,400	 	 	SF	 	W/ Above	 	 	 	 	 
	 	 	 	 	Metal Roof Deck (with Structural Steel)
	 	 	74,400	 	 	SF	 	W/ Above	 	 	 	 	 
	 	 	 	 	Floor Deck
at Level 1: F & I
	 	 	24,175	 	 	SF	 	 	3.05	 	 	 	73,734	 
	 	 	 	 	Transport Columns to Postel from Kyle, TX
	 	 	1	 	 	LS	 	 	17,600.00	 	 	 	17,600	 
	 	 	 	 	3,036,405
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Storage Fees Due to Water Level
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Postel Steel Handling and Storage
	 	 	1	 	 	LS	 	 	42,500.00	 	 	 	42,500	 
	 	 	 	 	42,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	CORDECK @ L1 (Material)
	 	 	72,996	 	 	SF	 	 	7.05	 	 	 	514,622	 
	 	 	 	 	Install CORDECK @ L1
	 	 	72,996	 	 	SF	 	 	1.85	 	 	 	135,043	 
	 	 	 	 	649,664
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Miscellaneous Metals (.75 # / SF) No Stairs
	 	 	61	 	 	TN	 	 	4,000.00	 	 	 	245,894	 
	 	 	 	 	Metal Pan Stairs w/ Railings (3 ea)
	 	 	314	 	 	RISERS	 	 	650.00	 	 	 	203,966	 
	 	 	 	 	Picket Railing at Vessel Perimeter
	 	 	657	 	 	LF	 	 	250.00	 	 	 	164,250	 
	 	 	 	 	Picket Railing at VIP Patio
	 	 	53	 	 	LF	 	 	300.00	 	 	 	15,900	 
	 	 	 	 	630,009
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Support Steel Privacy Screen at Roof (10#/SF)
	 	 	41	 	 	TN	 	 	4,000.00	 	 	 	165,060	 
	#A-2	 	 	Delete Support Steel Privacy Screen at Roof (10#/SF)
	 	 	1	 	 	ALLOW	 	 	(165,060.00	)	 	 	-165,060	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	Ornamental Metals
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Ornamental Stair (NONE)
	 	 	0	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Decorative Rail @ VIP Terrace
	 	 	100	 	 	LF	 	 	400.00	 	 	 	40,000	 
	 	 	 	 	40,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	SBTL	 	Division
5 – Subtotal
	 	 	 	 	 	 	 	 	 	 	26.83	 	 	 	4,398,578	 
	 	 	 	 	DIVISION 6
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Rough Carpentry
	 	 	163,929	 	 	GSF	 	 	1.25	 	 	 	204,911	 
	 	 	 	 	Temporary Protection
	 	 	163,929	 	 	GSF	 	 	0.75	 	 	 	122,947	 
	 	 	 	 	327,858
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Public Restrooms
(Rm 1173/1175/1145/1147/1187/1185/2104/2105)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Rustic Wood Casing and Header at Restroom Entry
	 	 	75	 	 	LF	 	 	115	 	 	 	8,625	 
	 	 	 	 	Stone Vanity Top / Angled Vanity Panel
	 	 	192	 	 	LF	 	 	487	 	 	 	93,504	 
	 	 	 	 	Door Casing / Crown Moulding
	 	 	1	 	 	LS	 	 	34,494	 	 	 	34,494	 
	 	 	 	 	Mirror (FFE)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Wall Hung Stone Pilasters, Solid Surface Partitions and Wood Doors
	 	 	63	 	 	EA	 	 	5,321	 	 	 	335,223	 
	#A-13	 	 	Revised Toilet Partitions to Drywall Front with Louvered Doors
	 	 	1	 	 	ALLOW	 	 	-114,723	 	 	 	-114,723	 
	 	 	 	 	Urinal Screens
	 	 	270	 	 	SF	 	 	117	 	 	 	31,590	 
	 	 	 	 	388,713
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

18 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 

	 	FOH 99,421
	 

	 	BOH 64,508

GSF 163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	 	Unit Cost	 	 	Activity Cost	 
	 
	 	 	 	 	Cage
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Main Cage Counter (with Grillwork and Granite top)
	 	 	30	 	 	LF	 	 	2,802	 	 	 	84,060	 
	 	 	 	 	Casino Cage Back Counter
	 	 	36	 	 	LF	 	 	443	 	 	 	15,948	 
	 	 	 	 	Employee Cage Counter (with Grillwork and Granite)
	 	 	9	 	 	LF	 	 	3,561	 	 	 	32,049	 
	 	 	 	 	Wood Base at Credit Offices
	 	 	116	 	 	LF	 	 	50	 	 	 	5,800	 
	 	 	 	 	Applied Moulding at Credit Office
	 	 	20	 	 	LF	 	 	25	 	 	 	500	 
	 	 	 	 	138,357
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Casino (Marnell Entry Concept)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	“Fluted” millwork at entry die wall / soffit at elev +24
	 	 	1,296	 	 	SF	 	 	550	 	 	 	712,800	 
	#A-13	 	 	Use painted MDF at Casino Entry “Fluted” millwork at entry die wall / soffit at elev +24
	 	 	1	 	 	ALLOW	 	 	-421,200	 	 	 	-421,200	 
	 	 	 	 	“Fluted” False Beams at Columns
	 	 	1,296	 	 	SF	 	 	550	 	 	 	712,800	 
	#A-13	 	 	Use painted MDF at Casino Entry “Fluted” Columns
	 	 	1	 	 	ALLOW	 	 	-421,200	 	 	 	-421,200	 
	 	 	 	 	“Fluted” False Beams at Casino Side
	 	 	1,458	 	 	SF	 	 	550	 	 	 	801,900	 
	#A-13	 	 	Use painted MDF at Casino Entry “Fluted” False Beams
	 	 	1	 	 	ALLOW	 	 	-473,850	 	 	 	-473,850	 
	 	 	 	 	Bronze Column Front and Back
	 	 	1,440	 	 	SF	 	 	125	 	 	 	180,000	 
	#A-13	 	 	Delete Casino Entry Bronze Column Front and Back and paint Bronze
	 	 	1	 	 	ALLOW	 	 	-178,760	 	 	 	-178,760	 
	 	 	 	 	Host / ID Stand
	 	 	1	 	 	EA	 	 	7,500	 	 	 	7,500	 
	 	 	 	 	Colored Glass “Waves” at Eyebrow
	 	 	72	 	 	LF	 	 	850	 	 	 	61,200	 
	 	 	 	 	StyleMark Corners
	 	 	960	 	 	LF	 	 	6	 	 	 	5,760	 
	 	 	 	 	986,950
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	36.5’ Decorative metal Front (Cat Tail Design, Laser Cut)
	 	 	110	 	 	LF	 	 	3,500	 	 	 	385,000	 
	#A-13	 	 	36.5’ Decorative metal Front (Cat Tail Design, Laser Cut)
	 	 	110	 	 	LF	 	 	-3,500	 	 	 	-385,000	 
	 	 	 	 	Reduce
allowance for metal grillework to $250k
	 	 	1	 	 	ALLOW	 	 	250,000	 	 	 	250,000	 
	 	 	 	 	Rail at ID Stand
	 	 	10	 	 	LF	 	 	400	 	 	 	4,000	 
	 	 	 	 	254,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	Structural Framing at Entry (Radiused 12” channel / Cross Member, Clad with Bronze to match columns)
	 	 	2	 	 	TONS	 	 	8,000	 	 	 	16,320	 
	 	 	 	 	Bronze Cladding at Radiused Entry Steel
	 	 	544	 	 	SF	 	 	125	 	 	 	68,000	 
	 	 	 	 	Structural Framing at “Octagon” Shapes (C12x30, Clad with Bronze to match columns)
	 	 	4	 	 	TONS	 	 	8,000	 	 	 	28,000	 
	 	 	 	 	Bronze Cladding at “Octagon) Steel
	 	 	800	 	 	SF	 	 	125	 	 	 	100,000	 
	 	 	 	 	212,320
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Casino Columns (GFRG, backlight, Hardwood kickers)
	 	 	13	 	 	EA	 	 	4,608	 	 	 	59,904	 
	 	 	 	 	Trim / Moulding
	 	 	1	 	 	LS	 	 	28,077	 	 	 	28,077	 
	 
	 	 	 	 	Wood / Stone
Base at Casino Columns (2" 4′′ tall)
	 	 	1	 	 	LS	 	 	69,490	 	 	 	69,490	 
	 	 	 	 	157,471
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

19 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Pendants in Ceiling (wagon wheel beams and planks)
	 	 	19	 	 	EA	 	 	7,003	 	 	 	133,057	 
	 	 	 	 	Stained Wood Beam, Various Height above Table Games
	 	 	1	 	 	LS	 	 	698,830	 	 	 	698,830	 
	#A-13	 	 	Replace Stained Wood Beams above Table Games with MDF “boxes” with OFCI Wood Wallcovering
	 	 	1	 	 	ALLOW	 	 	-610,830	 	 	 	-610,830	 
	 	 	 	 	831,887
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Poker Room
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Host Stand and Granite Top
	 	 	17	 	 	LF	 	 	701	 	 	 	11,917	 
	 	 	 	 	Glass Boxes at Entry
	 	 	3	 	 	EA	 	 	7,446	 	 	 	22,338	 
	 	 	 	 	Wood Base, Chair, Picture, Crown Moulding
	 	 	370	 	 	LF	 	 	126	 	 	 	46,620	 
	 	 	 	 	Wood Frame at TV’s
	 	 	8	 	 	EA	 	 	1,040	 	 	 	8,320	 
	 	 	 	 	89,195
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	High Limit Tables / Gaming
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Petrified Wood at Entry Columns/Header
	 	 	240	 	 	SF	 	 	434	 	 	 	104,160	 
	 	 	 	 	Petrified Wood at Cashier Walls
	 	 	60	 	 	SF	 	 	434	 	 	 	26,040	 
	#A-13	 	 	Reduce Petrified Wood to Front Face only at the Entries, replace with OFCI Upholstery
	 	 	1	 	 	ALLOW	 	 	-74,940	 	 	 	-74,940	 
	 	 	 	 	55,260
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Millwork Panelling at Entry
	 	 	1	 	 	LS	 	 	136,356	 	 	 	136,356	 
	 	 	 	 	Decorative Polished Bronze Rail at Entry
	 	 	52	 	 	LF	 	 	853	 	 	 	44,356	 
	 	 	 	 	Metal Screen at Cage Area at Entry
	 	 	14	 	 	LF	 	 	1,500	 	 	 	21,000	 
	 	 	 	 	Metal Screen at My Choice
	 	 	18	 	 	LF	 	 	1,500	 	 	 	27,000	 
	 	 	 	 	Wood Panelling with Leather Upholstery at Radius Room
	 	 	1	 	 	LS	 	 	147,229	 	 	 	147,229	 
	 	 	 	 	Buffet with Stone Top at Radius Room
	 	 	10	 	 	LF	 	 	1,093	 	 	 	10,930	 
	 	 	 	 	Main Bar Counter at Radius Room
	 	 	13	 	 	LF	 	 	766	 	 	 	9,958	 
	 	 	 	 	Back Bar Counter at Radius Room
	 	 	11	 	 	LF	 	 	709	 	 	 	7,799	 
	 	 	 	 	Crown at Radius Room Bar
	 	 	67	 	 	LF	 	 	125	 	 	 	8,375	 
	 	 	 	 	Base at Radius Room Bar
	 	 	67	 	 	LF	 	 	125	 	 	 	8,375	 
	 	 	 	 	Counter at Cashier
	 	 	16	 	 	LF	 	 	750	 	 	 	12,000	 
	 	 	 	 	Counter at My Choice
	 	 	34	 	 	LF	 	 	1,322	 	 	 	44,948	 
	 	 	 	 	Metal Screen at Cage Area (from inside High Limit)
	 	 	28	 	 	LF	 	 	1,489	 	 	 	41,692	 
	 	 	 	 	Back Counters at Cashier
	 	 	12	 	 	LF	 	 	705	 	 	 	8,460	 
	 	 	 	 	Crown at Cashier
	 	 	95	 	 	LF	 	 	50	 	 	 	4,750	 
	 	 	 	 	Base at Cashier
	 	 	95	 	 	LF	 	 	50	 	 	 	4,750	 
	 	 	 	 	Window “Cage” at Cashier
	 	 	4	 	 	LF	 	 	1,500	 	 	 	6,000	 
	 	 	 	 	Counter at Window “Cage”
	 	 	4	 	 	LF	 	 	150	 	 	 	600	 
	 	 	 	 	Wood Base at Cashier Offices
	 	 	83	 	 	LF	 	 	50	 	 	 	4,150	 
	 	 	 	 	Chair Rail / Base / Crown at Gaming Area & Elevator Lobby
	 	 	1	 	 	LS	 	 	133,064	 	 	 	133,064	 
	 	 	 	 	681,792
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Plank and Beam Ceiling at Tables
	 	 	1	 	 	LS	 	 	153,428	 	 	 	153,428	 

5/25/2011

 

 20 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	#A-13	 	 	Deduct Wood Plank and Beam Ceilings and use wallcovering
	 	 	1	 	 	ALLOW	 	 	-139,028	 	 	 	-139,028	 
	 	 	 	 	Applied Moulding at Offices, Elev Lobby and Hallway
	 	 	115	 	 	LF	 	 	40	 	 	 	4,600	 
	 	 	 	 	Wood Beams at Gaming Area
	 	 	520	 	 	LF	 	 	37	 	 	 	19,240	 
	 	 	 	 	38,240
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Buffet
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Decorative Metal Handrail at Houses / Servery
	 	 	250	 	 	LF	 	 	750	 	 	 	187,500	 
	#A-13	 	 	Reduce cost of Handrail to $250/LF
	 	 	1	 	 	ALLOW	 	 	-125,000	 	 	 	-125,000	 
	 	 	 	 	Queing Rails (fixed)
	 	 	175	 	 	LF	 	 	436	 	 	 	76,300	 
	#A-13	 	 	Reduce cost of queing rails to $250/LF
	 	 	1	 	 	ALLOW	 	 	-32,550	 	 	 	-32,550	 
	 	 	 	 	Hostess Stand
	 	 	30	 	 	LF	 	 	527	 	 	 	15,810	 
	 	 	 	 	Beverage Station at Lighthouse
	 	 	15	 	 	LF	 	 	627	 	 	 	9,405	 
	 	 	 	 	Servery Millwork / Counter
	 	 	155	 	 	LF	 	 	637	 	 	 	98,735	 
	 	 	 	 	Back Counter
	 	 	100	 	 	LF	 	 	434	 	 	 	43,400	 
	 	 	 	 	Decorative Fixture at Hood
	 	 	300	 	 	SF	 	 	155	 	 	 	46,500	 
	 	 	 	 	Bookcases at Private Dining (Fireplace)
	 	 	16	 	 	LF	 	 	853	 	 	 	13,648	 
	#A-13	 	 	Added Millwork at Deleted Fireplace
	 	 	1	 	 	ALLOW	 	 	15,000	 	 	 	15,000	 
	 	 	 	 	Cypress Veneer at Columns
	 	 	7	 	 	EA	 	 	5,993	 	 	 	41,951	 
	 	 	 	 	Stylemark
Corners
	 	 	1,200	 	 	LF	 	 	11	 	 	 	13,200	 
	 	 	 	 	Banquette Diewalls at Houses
	 	 	101	 	 	LF	 	 	215	 	 	 	21,715	 
	 	 	 	 	425,614
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Sloped Louver Awning on Metal Butress
	 	 	360	 	 	SF	 	 	152	 	 	 	54,720	 
	 	 	 	 	Standing Seam Metal Roof at Lighthouse
	 	 	580	 	 	SF	 	 	73	 	 	 	42,340	 
	 	 	 	 	Standing Seam Metal Roof at House
	 	 	1,296	 	 	SF	 	 	73	 	 	 	94,608	 
	 	 	 	 	191,668
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Battens at Food Servery / Houses
	 	 	1,600	 	 	LF	 	 	5	 	 	 	8,000	 
	 	 	 	 	Wood Battens at Radius Area
	 	 	2,600	 	 	LF	 	 	13	 	 	 	33,800	 
	 	 	 	 	Crown (Throughout)
	 	 	1	 	 	LS	 	 	12,617	 	 	 	12,617	 
	 	 	 	 	GFRG Domes at Dining Area
	 	 	7	 	 	EA	 	 	2,496	 	 	 	17,472	 
	 	 	 	 	Painted Murals at Dining (FFE)
	 	 	0	 	 	 	 	 	0	 	 	 	0	 
	 	 	 	 	71,889
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	10’ Oiled Black Glass Wall at Lighthouse (with operable doors)
	 	 	680	 	 	SF	 	 	175	 	 	 	119,000	 
	#A-13	 	 	Revise Oiled Black Glass Wall System to Wood Glass System at Lighthouses
	 	 	1	 	 	ALLOW	 	 	-34,000	 	 	 	-34,000	 
	 	 	 	 	10’ Oiled Black Glass Wall at Dining Areas (Houses)
	 	 	2,500	 	 	SF	 	 	140	 	 	 	350,000	 
	#A-13	 	 	Revise Oiled Black Glass Wall System to Wood Glass System at Dining Areas
	 	 	1	 	 	ALLOW	 	 	-37,500	 	 	 	-37,500	 
	 	 	 	 	10’ Oiled Black Glass Wall at Private Dining
	 	 	600	 	 	SF	 	 	140	 	 	 	84,000	 
	#A-13	 	 	Revise Oiled Black Glass Wall System to Wood Glass System at Private Dining
	 	 	1	 	 	ALLOW	 	 	-9,000	 	 	 	-9,000	 
	 	 	 	 	Operable Doors at Dining Areas / Private Dining
	 	 	11	 	 	PR	 	 	3,139	 	 	 	34,529	 
	 	 	 	 	12’ Oiled Black Glass Wall at Open Seating
	 	 	530	 	 	SF	 	 	140	 	 	 	74,200	 

5/25/2011

 

 21 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	#A-13	 	 	Revise Oiled Black Glass Wall System to Wood Glass System at Private Dining at Open Seating
	 	 	1	 	 	ALLOW	 	 	-7,950	 	 	 	-7,950	 
	 	 	 	 	7’ Oiled Black Glass Wall at Host Stand
	 	 	133	 	 	SF	 	 	140	 	 	 	18,620	 
	#A-13	 	 	Revise Oiled Black Glass Wall System to Wood Glass System at Private Dining at Host Stand
	 	 	1	 	 	ALLOW	 	 	-1,995	 	 	 	-1,995	 
	 	 	 	 	591,899
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Feature Bar
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	GFRG Column Wrap with Glass Box
	 	 	1	 	 	EA	 	 	8,618	 	 	 	8,618	 
	 	 	 	 	12’ Cocobolo Veneer Backlight Wall System
	 	 	1,060	 	 	BF	 	 	60	 	 	 	63,600	 
	 	 	 	 	Millwork Bar w Down Light Panels and Footrail (Radiused)
	 	 	85	 	 	LF	 	 	1,088	 	 	 	92,480	 
	 	 	 	 	Back bar with Bottle Display Shelf
	 	 	30	 	 	LF	 	 	1,250	 	 	 	37,500	 
	 	 	 	 	Banquettes OFCI
	 	 	6	 	 	EA	 	 	5,130	 	 	 	30,780	 
	 	 	 	 	Drapery Pockets
	 	 	1	 	 	LS	 	 	3,858	 	 	 	3,858	 
	 	 	 	 	236,836
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Textured Cork Ceiling at Bar
	 	 	340	 	 	SF	 	 	65	 	 	 	22,100	 
	 	 	 	 	Stained Wood Beams at Varoius Heights
	 	 	1	 	 	LS	 	 	69,874	 	 	 	69,874	 
	 	 	 	 	91,974
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Pre Function
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Stained Wood Base / Casing
	 	 	902	 	 	LF	 	 	35	 	 	 	31,570	 
	 	 	 	 	Picture Frames / Wood Door Casing
	 	 	502	 	 	LF	 	 	35	 	 	 	17,570	 
	 	 	 	 	Wood Battens at Portable Bar Area
	 	 	290	 	 	SF	 	 	55	 	 	 	15,950	 
	 	 	 	 	Applied Moulding at Ceiling
	 	 	1,085	 	 	LF	 	 	125	 	 	 	135,625	 
	 	 	 	 	200,715
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Multi Purpose Room
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Base / Chair / Crown / Door Casing
	 	 	1	 	 	LS	 	 	57,606	 	 	 	57,606	 
	 	 	 	 	Wood Box Panel with FFE Light Fixture
	 	 	12	 	 	EA	 	 	500	 	 	 	6,000	 
	 	 	 	 	Wood Casing at Stage Area
	 	 	102	 	 	SF	 	 	126	 	 	 	12,852	 
	 	 	 	 	Curved Wood Stair at Stage Area
	 	 	1	 	 	EA	 	 	7,500	 	 	 	7,500	 
	 	 	 	 	83,958
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	VIP Lounge
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Marble Fireplace Surround
	 	 	18	 	 	LF	 	 	300	 	 	 	5,400	 
	 	 	 	 	Restroom Vanity with Onyx Top
	 	 	14	 	 	LF	 	 	751	 	 	 	10,514	 
	#A-13	 	 	Replace onyx top with standard granite 
	 	 	1	 	 	ALLOW	 	 	-5,614	 	 	 	-5,614	 
	 	 	 	 	10,300
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Base and Crown at Elevator Lobby
	 	 	70	 	 	LF	 	 	20	 	 	 	1,400	 
	 	 	 	 	Stained Wood Base and Casing at VIP Area
	 	 	565	 	 	LF	 	 	45	 	 	 	25,425	 
	 	 	 	 	Wall Cap at Half Wall
	 	 	7	 	 	LF	 	 	20	 	 	 	140	 
	 	 	 	 	Host Stand
	 	 	1	 	 	EA	 	 	4,960	 	 	 	4,960	 
	 	 	 	 	Millwork Buffet with Granite Top
	 	 	18	 	 	LF	 	 	700	 	 	 	12,600	 
	 	 	 	 	Millwork Frame at TV above Buffet
	 	 	32	 	 	LF	 	 	1,050	 	 	 	33,600	 
	 	 	 	 	2-Sided Double Bookshelf / Open Millwork Display at Fireplace
	 	 	1	 	 	EA	 	 	34,565	 	 	 	34,565	 
	 	 	 	 	Stained Mantle at Fireplace
	 	 	8	 	 	LF	 	 	45	 	 	 	360	 
	 	 	 	 	VIP Bar with Antique Mirrors and Glass Shelves
	 	 	32	 	 	LF	 	 	2,207	 	 	 	70,624	 
	 	 	 	 	Banquette?
	 	 	24	 	 	LF	 	 	100	 	 	 	2,400	 
	 	 	 	 	186,074
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 22 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	City	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Ceilings at VIP Lounge
	 	 	1	 	 	LS	 	 	284,456	 	 	 	284,456	 
	 	 	 	 	Applied Moulding at Ceilings
	 	 	565	 	 	LF	 	 	0	 	 	 	0	 
	 	 	 	 	Wood Beams at Bar
	 	 	100	 	 	LF	 	 	0	 	 	 	0	 
	 	 	 	 	Antique Mirrors at Ceiling
	 	 	235	 	 	SF	 	 	0	 	 	 	0	 
	 	 	 	 	284,456
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Stone Pilaster with Solid Surface Partition and Wood Louvered Door
	 	 	3	 	 	EA	 	 	3,272	 	 	 	33,600	 
	 	 	 	 	Urinal Screens
	 	 	20	 	 	SF	 	 	117	 	 	 	34,565	 
	 	 	 	 	68,165
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Misc BOH Millwork
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Green Room 2136 Base, Chair, Crown
	 	 	61	 	 	LF	 	 	50	 	 	 	3,050	 
	 	 	 	 	Green Room 2136 Bae Cabinet
	 	 	6	 	 	LF	 	 	200	 	 	 	1,200	 
	 	 	 	 	Toilet 2202 Vanity
	 	 	2	 	 	LF	 	 	200	 	 	 	400	 
	 	 	 	 	Green Room 2169 Base, Chair, Crown
	 	 	61	 	 	LF	 	 	50	 	 	 	3,050	 
	 	 	 	 	Green Room 2169 Base Cabinet
	 	 	6	 	 	LF	 	 	200	 	 	 	1,200	 
	 	 	 	 	Toilet 2170 Vanity
	 	 	2	 	 	LF	 	 	200	 	 	 	400	 
	 	 	 	 	Men’s Toilet 2178 Vanity
	 	 	6	 	 	LF	 	 	200	 	 	 	1,200	 
	 	 	 	 	Women’s Toilet 2179 Vanity
	 	 	6	 	 	LF	 	 	200	 	 	 	1,200	 
	 	 	 	 	Vessel Support Office 2200
	 	 	10	 	 	LF	 	 	250	 	 	 	2,500	 
	 	 	 	 	Conference 2182 Base, Chair, Crown
	 	 	68	 	 	LF	 	 	50	 	 	 	3,400	 
	 	 	 	 	AGM 2196 Base, Chair, Crown
	 	 	58	 	 	LF	 	 	50	 	 	 	2,900	 
	 	 	 	 	Conference 2197 Base, Chair, Crown
	 	 	71	 	 	LF	 	 	50	 	 	 	3,550	 
	 	 	 	 	GM 2199 Base, Chair, Crown
	 	 	66	 	 	LF	 	 	50	 	 	 	3,300	 
	 	 	 	 	Special Event Coord 2189 Base, Chair, Crown
	 	 	57	 	 	LF	 	 	50	 	 	 	2,850	 
	 	 	 	 	EDR??
	 	 	1	 	 	LS	 	 	5,000	 	 	 	5,000	 
	 	 	 	 	Team Lounge??
	 	 	1	 	 	LS	 	 	2,500	 	 	 	2,500	 
	 	 	 	 	37,700
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 6  — Subtotal
	 	 	 	 	 	 	 	 	60.66	 	 	 	6,030,466	 
	 	 	 	 	DIVISION 7
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Roofing: Vessel — TPO (Pitched Structure)
	 	 	1	 	 	LS	 	 	1,246,695.00	 	 	 	1,246,695	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Roof Pavers @ VIP Terrace (C/LA6.00) with Roofing
	 	 	1,790	 	 	SF	 	 	—	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Sheet Membrane Dampproofing at Exterior (W/ EIFS)
	 	 	 	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 	 	Deduct Sheet Membrane Dampproofing at Panelized Areas (W/ EIFS)
	 	 	 	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Exterior Wall Insulation with Div 9 Framing Sub
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	1,246,695
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Joint Sealants @ EIFS System
	 	 	44,077	 	 	SF	 	 	1.50	 	 	 	66,116	 
	 	 	 	 	Joint Sealants @ Glazing Perimeter (w/ Glass)
	 	 	770	 	 	LF	 	 	 	 	 	 	0	 
	 	 	 	 	66,116
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	EIFS
	 	 	38,450	 	 	SF	 	 	12.75	 	 	 	490,238	 
	 	 	 	 	EIFS #2 (Corrugated Metal Look)
	 	 	5,627	 	 	SF	 	 	15.00	 	 	 	84,405	 

5/25/2011

 

 23 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	EIFS Soffit at VIP Lounge
	 	 	1,256	 	 	SF	 	 	12.75	 	 	 	16,014	 
	 	 	 	 	ElFS Soffit at Feature Bar
	 	 	1,444	 	 	SF	 	 	12.75	 	 	 	18,411	 
	 	 	 	 	Scaffold for EIFS
	 	 	1	 	 	LS	 	 	125,000.00	 	 	 	125,000	 
	 	 	 	 	734,068
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Metal Fascia at Feature Bar
	 	 	2,055	 	 	SF	 	 	28.00	 	 	 	57,540	 
	 	 	 	 	Metal Fascia at VIP Lounge
	 	 	1,195	 	 	SF	 	 	28.00	 	 	 	33,460	 
	 	 	 	 	91,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Porcelain Tile at Feature Bar
	 	 	512	 	 	SF	 	 	30.00	 	 	 	15,360	 
	 	 	 	 	15,360
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Equipment Screen @ Roof- 18’ Average Height
	 	 	5,696	 	 	SF	 	 	25.00	 	 	 	142,400	 
	 	 	 	 	Equipment
Screen @ Roof- 21’ Average Height
	 	 	2,557	 	 	SF	 	 	26.00	 	 	 	66,482	 
	#A-2	 	 	Eliminate
Privacy/Equipment Screens at Roof of Casino (Add paint at Mechanical Equipment)
	 	 	1	 	 	ALLOW	 	 	(208,882.00	)	 	 	-208,882	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	SFRM Fireproofing @ Lvl 2 (+20’-2” BOS)
	 	 	85,496	 	 	SF	 	 	1.50	 	 	 	128,244	 
	 	 	 	 	SFRM Fireproofing @ Main Roof (+15’-0” BOS)
	 	 	53,015	 	 	SF	 	 	1.50	 	 	 	79,523	 
	 	 	 	 	SFRM
Fireproofing @ Prefunctn Roof (+11’-6” BOS)
	 	 	8,122	 	 	SF	 	 	1.50	 	 	 	12,183	 
	 	 	 	 	Multiple Mobilizations
	 	 	3	 	 	EA	 	 	2,500.00	 	 	 	7,500	 
	 	 	 	 	227,450
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Thermal Insulation below Elev +53
	 	 	0	 	 	SF	 	 	—	 	 	 	0	 
	 	 	 	 	(Assumed Not Required)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Bellows @ Vessel
	 	 	600	 	 	LF	 	 	150.00	 	 	 	90,000	 
	 	 	 	 	EJ1-S (Interior Floor)
	 	 	210	 	 	LF	 	 	150.00	 	 	 	31,500	 
	 	 	 	 	EJ1X-S (Interior Floor)
	 	 	350	 	 	LF	 	 	150.00	 	 	 	52,500	 
	 	 	 	 	EJ4-S (Interior Floor- BOH)
	 	 	18	 	 	LF	 	 	150.00	 	 	 	2,700	 
	 	 	 	 	EJ6-FRS (Exterior Vertical)
	 	 	24	 	 	LF	 	 	150.00	 	 	 	3,600	 
	 	 	 	 	EJ7-FRS (Interior Vertical)
	 	 	52	 	 	LF	 	 	150.00	 	 	 	7,800	 
	 	 	 	 	EJ7-S (Interior Vertical)
	 	 	360	 	 	LF	 	 	150.00	 	 	 	54,000	 
	 	 	 	 	EJ8-FR (Exterior Vertical)
	 	 	14	 	 	LF	 	 	150.00	 	 	 	2,100	 
	 	 	 	 	EJ8-FRS (Exterior Vertical)
	 	 	56	 	 	LF	 	 	150.00	 	 	 	8,400	 
	 	 	 	 	EJ10-FR @ Roof
	 	 	255	 	 	LF	 	 	150.00	 	 	 	38,250	 
	 	 	 	 	EJ10-FRS @ Roof
	 	 	395	 	 	LF	 	 	150.00	 	 	 	59,250	 
	 	 	 	 	EJ10-FRS @ Roof
	 	 	385	 	 	LF	 	 	150.00	 	 	 	57,750	 
	 	 	 	 	EJ11-S (Exterior @ Canopy)
	 	 	15	 	 	LF	 	 	150.00	 	 	 	2,250	 
	 	 	 	 	410,100
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 7 — Subtotal
	 	 	 	 	 	 	 	 	17.02	 	 	 	2,790,788	 
	 	 	 	 	DIVISION 8
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Hollow Metal Frames: 3o 7o Interior
	 	 	80	 	 	EA	 	 	95.92	 	 	 	7,674	 
	 	 	 	 	Hollow Metal
Frames: 6o 7o Interior
	 	 	39	 	 	EA	 	 	100.28	 	 	 	3,911	 
	 	 	 	 	Hollow Metal Frames: 3o 7o Exterior
	 	 	5	 	 	EA	 	 	95.92	 	 	 	480	 
	 	 	 	 	Hollow Metal Frames: 6o 7o Exterior
	 	 	7	 	 	EA	 	 	100.28	 	 	 	702	 
	 	 	 	 	 
	 	 	131	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Hollow Metal Doors: 3o 7o Interior
	 	 	65	 	 	LVS	 	 	231.08	 	 	 	15,020	 
	 	 	 	 	Hollow Metal
Doors: 6o 7o PR Interior
	 	 	40	 	 	LVS	 	 	231.08	 	 	 	9,243	 
	 	 	 	 	Hollow Metal Doors: 3o 7o Exterior
	 	 	5	 	 	LVS	 	 	231.08	 	 	 	1,155	 
	 	 	 	 	Hollow Metal
Doors: 6o 7o PR Exterior
	 	 	14	 	 	LVS	 	 	231.08	 	 	 	3,235	 

5/25/2011

 

 24 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	PL Doors @ Admin Offices: 3o 7o
	 	 	15	 	 	LVS	 	 	194.02	 	 	 	2,910	 
	 	 	 	 	PL Doors @ Admin Offices: 6o 7o PR
	 	 	2	 	 	LVS	 	 	194.02	 	 	 	388	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Hardware Sets @ Back of House Doors
	 	 	141	 	 	SETS	 	 	286.17	 	 	 	40,350	 
	 	 	 	 	Add for Electrified Security Hardware (F & I by Security Contractor)
	 	 	0	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	85,068
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Wood Doors- Custom @ FOH Casino- 3o 7o
	 	 	12	 	 	LVS	 	 	1,000.00	 	 	 	12,000	 
	 	 	 	 	Wood Doors-
Custom @ FOH Casino- 6o 7o PR
	 	 	34	 	 	LVS	 	 	1,000.00	 	 	 	34,000	 
	 	 	 	 	Wood Doors-
Custom @ FOH Casino- 6o 7o Bifold 
	 	 	3	 	 	EA	 	 	2,000.00	 	 	 	6,000	 
	 	 	 	 	52,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Custom Hardware @ FOH Casino Doors
	 	 	49	 	 	SETS	 	 	750.00	 	 	 	36,750	 
	 	 	 	 	36,750
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Unload/Distribute Doors & Frames
	 	 	131	 	 	EA	 	 	17.00	 	 	 	2,227	 
	 	 	 	 	Hang Doors
	 	 	190	 	 	LVS	 	 	65.00	 	 	 	12,350	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Install Hardware
	 	 	190	 	 	LVS	 	 	100.00	 	 	 	19,000	 
	 	 	 	 	Set Up Hardware Room
	 	 	1	 	 	ALLOW	 	 	10,000.00	 	 	 	10,000	 
	 	 	 	 	43,577
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Overhead Door at Loading Dock (with Low Rise)
	 	 	2	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Type ‘AA’ Ext Storefront
	 	 	124	 	 	SF	 	 	65.00	 	 	 	8,060	 
	 	 	 	 	Type ‘BB’ Ext Storefront
	 	 	130	 	 	SF	 	 	65.00	 	 	 	8,450	 
	 	 	 	 	Type ‘S’ Ext Storefront
	 	 	170	 	 	SF	 	 	65.00	 	 	 	11,050	 
	 	 	 	 	Type ‘T’ Ext Storefront
	 	 	165	 	 	SF	 	 	65.00	 	 	 	10,725	 
	 	 	 	 	Type ‘U’ Ext Storefront
	 	 	244	 	 	SF	 	 	65.00	 	 	 	15,880	 
	 	 	 	 	Type ‘V’ Ext Storefront
	 	 	124	 	 	SF	 	 	65.00	 	 	 	8,060	 
	 	 	 	 	Type ‘W’ Ext Storefront
	 	 	526	 	 	SF	 	 	65.00	 	 	 	34,190	 
	 	 	 	 	Type ‘X’ Ext Storefront
	 	 	345	 	 	SF	 	 	65.00	 	 	 	22,425	 
	 	 	 	 	Type ‘Y’ Ext Storefront
	 	 	91	 	 	SF	 	 	65.00	 	 	 	5,915	 
	 	 	 	 	Type ‘Z’ Ext Storefront @ VIP (Segmented)
	 	 	1,430	 	 	SF	 	 	65.00	 	 	 	92,950	 
	 	 	 	 	Interior Storefront @ Lvl 77/ Admin Offices
	 	 	375	 	 	SF	 	 	40.00	 	 	 	15,000	 
	 	 	 	 	Interior Storefront @ Lvl 77/ Prefunction Area
	 	 	390	 	 	SF	 	 	40.00	 	 	 	15,600	 
	 	 	 	 	248,285
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Exterior Doors- Alum Storefront 3o x 7o
	 	 	4	 	 	LVS	 	 	4,250.00	 	 	 	17,000	 
	 	 	 	 	Exterior Doors- Alum Storefront 6o x 7o PR
	 	 	8	 	 	LVS	 	 	4,250.00	 	 	 	34,000	 
	 	 	 	 	51,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Clean Exterior Glass
	 	 	3,349	 	 	SF	 	 	0.50	 	 	 	1,675	 
	 	 	 	 	1,675
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Misc. Interior Glazing
	 	 	99,421	 	 	SF	 	 	0.10	 	 	 	9,942	 
	 	 	 	 	Glass wall at High Limit Cashier Offices
	 	 	193	 	 	SF	 	 	65	 	 	 	12,513	 
	 	 	 	 	22,455
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	 	 	 	3.30	 	 	 	540,809	 

5/25/2011

 

 25 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	DIVISION 9
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Exterior Framing (W/ Dense Glass & Thermal)
	 	 	50,027	 	 	SF	 	 	12.00	 	 	 	600,324	 
	 	 	 	 	Interior Drywall
	 	 	163,929	 	 	GSF	 	 	11.00	 	 	 	1,803,219	 
	 	 	 	 	Additional Drywall Framing at New Casino Entry Ceilings
	 	 	1	 	 	LS	 	 	30,000	 	 	 	30,000	 
	 	 	 	 	2,433,543
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Public Restrooms (Rm 1173/1175/1145/1147/1187/1185/2104/2105)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	188,088	 	 	 	188,088	 
	 	 	 	 	Tile Floor
	 	 	4,680	 	 	SF	 	 	0	 	 	 	0	 
	 	 	 	 	Tile Wall Wainscot
	 	 	3,621	 	 	SF	 	 	0	 	 	 	0	 
	#A-11	 	 	Utilize epoxy blend grout ILO Epoxy Grout at Public/BOH Restooms
	 	 	1	 	 	ALLOW	 	 	(18,257.00	)	 	 	-18,257	 
	 	 	 	 	169,831
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Cage
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install
	 	 	1	 	 	LS	 	 	1,596	 	 	 	1,596	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	90	 	 	SY	 	 	0	 	 	 	0	 
	 	 	 	 	1,596
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Casino (Marnell Entry Concept)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Floor at Casino Entry
	 	 	905	 	 	SF	 	 	24	 	 	 	21,859	 
	 	 	 	 	Stone Flooring at Casino Entry
	 	 	1,240	 	 	SF	 	 	19	 	 	 	23,196	 
	 	 	 	 	Antique Bronze Glass Tile at Column Sides
	 	 	2,430	 	 	SF	 	 	50	 	 	 	121,500	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	12”x12” Hunter
Douglas Open Grid Ceiling in Casino
	 	 	19,200	 	 	SF	 	 	29	 	 	 	556,800	 
	#A-18	 	 	Utilize 26”x26”x5” HD
Grid ILO 12”x12”x5”
	 	 	1	 	 	ALLOW	 	 	-204,872	 	 	 	-204,872	 
	 	 	 	 	Carpet Installation (with Pad)
	 	 	1	 	 	LS	 	 	108,432	 	 	 	108,432	 
	 	 	 	 	Special Finish at Table Game Ceiling
	 	 	10,100	 	 	SF	 	 	18	 	 	 	181,800	 
	 	 	 	 	808,715
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Poker Room
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Lay In Ceiling Tile (Wood Appearance)
	 	 	890	 	 	SF	 	 	34	 	 	 	29,984	 
	 	 	 	 	Carpet Install
	 	 	1	 	 	LS	 	 	2,821	 	 	 	2,821	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	166	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	32,805
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	High Limit Tables / Gaming
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Venetian Plaster at Columns
	 	 	140	 	 	SF	 	 	18	 	 	 	2,520	 
	 	 	 	 	Venetian Plaster at Back Bar
	 	 	804	 	 	SF	 	 	18	 	 	 	14,472	 
	 	 	 	 	Special Finish Ceiling at Back Bar
	 	 	220	 	 	SF	 	 	3	 	 	 	660	 
	 	 	 	 	17,652
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	233,849	 	 	 	233,849	 
	#A-14	 	 	Delete Petrified Wood
	 	 	1	 	 	ALLOW	 	 	-88,600	 	 	 	-88,600	 
	 	 	 	 	Tile at High Limit Back Bar
	 	 	100	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Antique Mirror Tiles at Back Bar
	 	 	56	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Deco Glass Panel at Back Bar
	 	 	33	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	145,249
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet / Wood Floor
	 	 	1	 	 	LS	 	 	48,062	 	 	 	48,062	 
	 	 	 	 	Wood Floor
	 	 	1,215	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install, F&I Pad
	 	 	417	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	48,062
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Buffet
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Lay In Ceiling at Dining
	 	 	1,639	 	 	SF	 	 	34	 	 	 	54,907	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 26 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	335,239	 	 	 	335,239	 
	 	 	 	 	Wood Plank Tile at Serving Line Front
	 	 	543	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Plank Tile at Entry Die Wall
	 	 	300	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Hand Paint Tile at Cookline (Per Marnell Budget)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-14	 	 	Replace Accent Tile with $30/sf material
	 	 	1	 	 	ALLOW	 	 	-40,000	 	 	 	-40,000	 
	 	 	 	 	9’ Subway Tile at Cookline
	 	 	1,710	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Hand Painted Accent Tile at Cookline (10%)
	 	 	171	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Ceramic Tile with Metal Inlay at Servery
	 	 	1,675	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Ceramic Floor Tile
	 	 	2,395	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Floor Tiles
	 	 	3,435	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Fireplace facade
	 	 	180	 	 	SF	 	 	46	 	 	 	8,280	 
	#A-14	 	 	Delete Fireplace Façade
	 	 	1	 	 	ALLOW	 	 	-8,280	 	 	 	-8,280	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install, Wood Ceilings
	 	 	1	 	 	LS	 	 	93,562	 	 	 	93,562	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	108	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	Wood Plank Ceiling with Wood Battens at Dining A
	 	 	6,638	 	 	SF	 	 	 	 	 	 	0	 
	#A-14	 	 	Delete Wood Tile at Ceilings (in millwork)
	 	 	1	 	 	ALLOW	 	 	-80,000	 	 	 	-80,000	 
	 	 	 	 	443,708
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Feature Bar
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Venetian Plaster at Walls
	 	 	648	 	 	SF	 	 	18	 	 	 	11,664	 
	#A-19	 	 	Delete
Venetian Plaster at Walls
	 	 	1	 	 	ALLOW	 	 	-11,664	 	 	 	-11,664	 
	 	 	 	 	Venetian Plaster at Ceilings
	 	 	1,023	 	 	SF	 	 	18	 	 	 	18,414	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	GFRC Frame at Firebox
	 	 	15	 	 	LF	 	 	120	 	 	 	1,800	 
	 	 	 	 	Decorative Glass Wall Panel
	 	 	44	 	 	SF	 	 	200	 	 	 	8,800	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	18,631	 	 	 	18,631	 
	 	 	 	 	Onxy Cladding at Fireplace (with above)
	 	 	104	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Porcelain Tile at Bar (with above)
	 	 	470	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Vinyl Plank Flooring at Stage
	 	 	200	 	 	SF	 	 	7	 	 	 	1,400	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install
	 	 	1	 	 	LS	 	 	5,575	 	 	 	5,575	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	181	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Motorized Drop Down TV
	 	 	4	 	 	EA	 	 	2,500	 	 	 	10,000	 
	 	 	 	 	Motorized Drop Down Projector
	 	 	1	 	 	EA	 	 	2,500	 	 	 	2,500	 
	 	 	 	 	Motorized Drop Down Projector Screen
	 	 	1	 	 	EA	 	 	2,500	 	 	 	2,500	 
	 	 	 	 	69,620
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Pre Function
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Upgrade Framing at Stone Framed Openings (5#/sf)
	 	 	1.5	 	 	TONS	 	 	2,800	 	 	 	4,095	 
	#A-14	 	 	Delete Upgraded Framing at Stone Faced Openings
	 	 	1	 	 	ALLOW	 	 	-4,095	 	 	 	-4,095	 
	 	 	 	 	Stone Framed Openings at Portable Bars (2 openings)
	 	 	585	 	 	SF	 	 	80	 	 	 	46,800	 
	 	 	 	 	Ceramic Tile
	 	 	3,886	 	 	SF	 	 	19	 	 	 	73,834	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install
	 	 	1	 	 	LS	 	 	47,124	 	 	 	47,124	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	629	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	167,758
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 27 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Multi Purpose Room
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	USG Woodgrain Perferated Ceiling Tile
	 	 	8,380	 	 	SF	 	 	34	 	 	 	281,568	 
	 	 	 	 	Carpet (with Pre -Function)
	 	 	1,392	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	Stage Flooring
	 	 	500	 	 	SF	 	 	8	 	 	 	4,000	 
	 	 	 	 	285,568
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	VIP Lounge
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	83,775	 	 	 	83,775	 
	 	 	 	 	Tile at Bar Area (Or epoxy?)
	 	 	230	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Tile at Buffet Area
	 	 	190	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Marble Tile at Restroom Floor
	 	 	352	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Full Height Tile at Restroom Walls
	 	 	1,206	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet / Wood Floor
	 	 	1	 	 	LS	 	 	35,554	 	 	 	35,554	 
	 	 	 	 	Wood Flooring 
	 	 	1,135	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 	 	Carpet Install, F&l Pad
	 	 	112	 	 	SY	 	 	 	 	 	 	0	 
	 	 	 	 	119,329
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	BOH Finishes
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	FRP at Kitchens (Full Height)
	 	 	280	 	 	SF	 	 	5.00	 	 	 	1,400	 
	 	 	 	 	Washable Ceiling Tiles at Kitchen
	 	 	4,774	 	 	SF	 	 	3.00	 	 	 	14,322	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Install Carpet (direct glue)
	 	 	1,467	 	 	SY	 	 	4.05	 	 	 	5,943	 
	 	 	 	 	Vinyl Base
	 	 	9,920	 	 	LF	 	 	1.00	 	 	 	9,920	 
	 	 	 	 	VCT
	 	 	23,090	 	 	SF	 	 	3.50	 	 	 	80,815	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Tile Floor at BOH Restrooms / EDR
	 	 	3,298	 	 	SF	 	 	8.00	 	 	 	26,382	 
	 	 	 	 	Wainscot Wall Tile at BOH Restrooms
	 	 	1,098	 	 	SF	 	 	12.00	 	 	 	13,176	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Sealed Concrete
	 	 	6,991	 	 	SF	 	 	0.75	 	 	 	5,243	 
	 	 	 	 	Epoxy Flooring at Kitchens
	 	 	4,774	 	 	SF	 	 	12.00	 	 	 	57,288	 
	 	 	 	 	Epoxy at Buffet Serving Line
	 	 	2,234	 	 	SF	 	 	12.00	 	 	 	26,808	 
	 	 	 	 	Epoxy Floor at Feature Back Bar
	 	 	240	 	 	SF	 	 	12.00	 	 	 	2,880	 
	 	 	 	 	244,177
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Paint and Wallcovering BOH
	 	 	64,508	 	 	GSF	 	 	3.00	 	 	 	193,524	 
	 	 	 	 	Paint and Wallcovering PUBLIC
	 	 	99,421	 	 	GSF	 	 	5.00	 	 	 	497,105	 
	 	 	 	 	Special Finish at Table Game Ceiling
	 	 	10,000	 	 	SF	 	 	3.00	 	 	 	30,000	 
	 	 	 	 	Paint Above Open Grid Ceiling
	 	 	19,200	 	 	SF	 	 	3.00	 	 	 	57,600	 
	 	 	 	 	Upgrade Wallcovering Application at Ceiling (Gold Leaf Wallcovering) at Casino Entry
	 	 	3,906	 	 	SF	 	 	3.00	 	 	 	11,718	 
	#A-2	 	 	Paint Rooftop Mechanical Equipment where Privacy Screens were deleted 
	 	 	8	 	 	ALLOW	 	 	5,000.00	 	 	 	40,0000	 
	 	 	 	 	829,947
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Final Clean
	 	 	163,929	 	 	GSF	 	 	0.35	 	 	 	57,375	 
	 	 	 	 	57,375
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 28 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 	 	 

	FOH

	 	 	99,421	 
	BOH

	 	 	64,508	 
	GSF

	 	 	163,929	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M		Unit Cost	 	 	Activity Cost	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	35.35	 	 	 	5,794,935	 
	 	 	 	 	DIVISION 10
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Raised Floor @ Lvl 77 Surveillance/ IT Rm
	 	 	3,790	 	 	SF	 	 	12.00	 	 	 	45,480	 
	 	 	 	 	45,480
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Public Area Grab Bar- 36”
	 	 	10	 	 	EA	 	 	38.60	 	 	 	386	 
	 	 	 	 	Public Area Grab Bar- 42”
	 	 	26	 	 	EA	 	 	42.48	 	 	 	1,104	 
	 	 	 	 	Public Area Paper Towel/ Trash Receptacle
	 	 	10	 	 	EA	 	 	272.50	 	 	 	2,725	 
	 	 	 	 	Public Area Sanitary Napkin Disp
	 	 	5	 	 	EA	 	 	381.50	 	 	 	1,908	 
	 	 	 	 	Public Area Soap Dispenser
	 	 	56	 	 	EA	 	 	45.78	 	 	 	2.564	 
	 	 	 	 	Public Area Toilet Paper Disp
	 	 	73	 	 	EA	 	 	49.05	 	 	 	3,581	 
	 	 	 	 	Public Area Toilet Seat Cover Disp
	 	 	73	 	 	EA	 	 	207.10	 	 	 	15,118	 
	 	 	 	 	Public Area Vanity Mirrors- FFE
	 	 	65	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	BOH Grab Bar- 36”
	 	 	2	 	 	EA	 	 	38.60	 	 	 	77	 
	 	 	 	 	BOH Grab Bar- 42”
	 	 	6	 	 	EA	 	 	42.48	 	 	 	255	 
	 	 	 	 	BOH Janitor Accessories/ Mop Hook
	 	 	3	 	 	EA	 	 	54.50	 	 	 	164	 
	 	 	 	 	BOH Paper Towel/ Trash Receptacle
	 	 	2	 	 	EA	 	 	272.50	 	 	 	545	 
	 	 	 	 	BOH Sanitary Napkin Disp
	 	 	1	 	 	EA	 	 	381.50	 	 	 	382	 
	 	 	 	 	BOH Soap Dispenser
	 	 	6	 	 	EA	 	 	45.78	 	 	 	275	 
	 	 	 	 	BOH Toilet Paper Disp
	 	 	9	 	 	EA	 	 	49.05	 	 	 	441	 
	 	 	 	 	BOH Toilet Seat Cover Disp
	 	 	9	 	 	EA	 	 	207.10	 	 	 	1,864	 
	 	 	 	 	BOH Framed Mirrors
	 	 	6	 	 	EA	 	 	100.00	 	 	 	600	 
	 	 	 	 	31,988
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Toilet & Bath Accessories Installation
	 	 	362	 	 	EA	 	 	25.00	 	 	 	9,050	 
	 	 	 	 	9,050
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Public Area Toilet Compartments- ADA (with Millwork)
	 	 	10	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	Public Area Toilet Compartments- Standard (with Millwork)
	 	 	63	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	Public Area Urinal Screen (with Millwork)
	 	 	29	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	BOH Toilet Compartments- ADA
	 	 	2	 	 	EA	 	 	1,600.00	 	 	 	3,200	 
	 	 	 	 	BOH Toilet Compartments- Standard
	 	 	7	 	 	EA	 	 	1,500.00	 	 	 	10,500	 
	 	 	 	 	BOH Urinal Screen
	 	 	2	 	 	EA	 	 	750.00	 	 	 	1,500	 
	 	 	 	 	15,200
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Operable Partitions at MPR
	 	 	3,790	 	 	SF	 	 	35.00	 	 	 	132,650	 
	 	 	 	 	132,650
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Way Finding Graphics (Code Required)
	 	 	163,929	 	 	GSF	 	 	0.75	 	 	 	122,947	 
	 	 	 	 	Specialty Signage (OFOI)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-24	 	 	 	Delete Way Finding Graphics (Code Required) — OFOI
	 	 	1	 	 	ALLOW	 	 	(122,947.00	)	 	 	-122,947	 
	 	 	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 29 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 	FOH  
	99,421
	 	BOH
	64,508
	 	GSF
	163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	SBTL	 	Division 10
— Subtotal
	 	 	 	 	 	 	 	 	1.43	 	 	 	234,367	 
	 	 	DIVISION 11 EQUIPMENT
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fireplace at Buffet, Includes box and block
	 	 	1	 	 	EA	 	 	40,000	 	 	 	40,000	 
	#A-?	 	Delete FP at Buffet
	 	 	1	 	 	ALLOW	 	 	-40,000	 	 	 	-40,000	 
	 	 	2 Sided Fireplace at Feature Bar, includes box and block
	 	 	1	 	 	EA	 	 	45,000	 	 	 	45,000	 
	 	 	VIP Lounge Fireplace -2 sided, includes box and block
	 	 	1	 	 	EA	 	 	45,000	 	 	 	70,624	 
	 	 	115,624
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Mecho Shades Buffet
	 	 	450	 	 	SF	 	 	10.00	 	 	 	4,500	 
	 	 	4,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Kitchen Equipment: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-33	 	Kitchen Equipment
	 	 	1	 	 	ALLOW	 	 	971,850.00	 	 	 	971,850	 
	#A-33	 	Beverage Conduit
	 	 	1,000	 	 	LF	 	 	80.00	 	 	 	80,000	 
	 	 	1,051,850
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	MPR Platform
	 	 	1,100	 	 	SF	 	 	75.00	 	 	 	82,500	 
	 	 	82,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Service Dock Equipment
	 	 	1	 	 	ALLOW	 	 	50,000.00	 	 	 	50,000	 
	#A-31	 	Delete Service Dock Equip
	 	 	1	 	 	ALLOW	 	 	(50,000.00	)	 	 	-50,000	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Division 11 — Subtotal
	 	 	 	 	 	 	 	 	7.65	 	 	 	1,254,474	 
	 	 	DIVISION 12 FURNISHINGS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Furnishings: OFOI
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 13 SPECIAL CONSTRUCTION
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Marine Work
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	MPR: Sound Attenuation Blankets
	 	 	13,031	 	 	SF	 	 	7.50	 	 	 	97,733	 
	 	 	97,733
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vessel Special Construction
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pilot House (W/ Finishes)
	 	 	1	 	 	LS	 	 	—	 	 	 	0	 
	 	 	Smoke Stacks
	 	 	2	 	 	EA	 	 	5,000.00	 	 	 	10,000	 
	 	 	10,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vessel Truss Access Hatches
	 	 	12	 	 	EA	 	 	2,500.00	 	 	 	30,000	 
	 	 	30,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Theatrical Lighting & Trusses: OFOI
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	0.84	 	 	 	137,733	 
	 	 	DIVISION 14
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Conveying Systems: Passenger — CP-2/CP-3/CP-4
	 	 	1	 	 	LS	 	 	388,184.00	 	 	 	388,184	 
	#A-41	 	Conveying Systems: Passenger Cab Finishes
	 	 	3	 	 	ALLOW	 	 	15,000.00	 	 	 	45,000	 
	 	 	Conveying Systems: Freight — DS-1
	 	 	1	 	 	LS	 	 	138,368.00	 	 	 	138,368	 
	 	 	Escalator — W/Bridge
	 	 	0	 	 	RISERS	 	 	3,500.00	 	 	 	0	 
	 	 	571,552
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

30 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 	FOH  
	99,421
	 	BOH
	64,508
	 	GSF
	163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 
	 	 	Interior Elevator Operator
	 	 	13	 	 	
WK	 	 	1,500.00	 	 	 	19,485	 
	#A-40	 	Hoistway Working Platforms
	 	 	4	 	 	
ALLOW	 	 	2,500.00	 	 	 	10,000	 
	 	 	29,485
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	
 	 	 	3.67	 	 	 	601,037	 
	 	 	DIVISION 15
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Mechanical Systems — GMP
	 	 	1	 	 	
LS	 	 	9,291,860.00	 	 	 	9,291,860	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	
LS	 	 	139,377.90	 	 	 	139,378	 
	#A-49	 	HVAC Exhaust/Supply Requirement changes for Vessel Support/Generators
	 	 	1	 	 	
ALLOW	 	 	(50,000.00	)	 	 	-50,000	 
	#A-48	 	Modify hot water design scheme to incorporate a single 140 degree hot
water loop with local point of use water mixing valves to
provide 120 degree domestic hot water
	 	 	1	 	 	
ALLOW	 	 	(25,000.00	)	 	 	-50,000	 
	 	 	Mechanical Systems: L1
	 	 	 	 	 	
 	 	Incl. Above	 	w/ Mech GMP	 
	 	 	Mechanical Systems: L2 Shell
	 	 	 	 	 	
 	 	Incl. Above	 	w/ Mech GMP	 
	 	 	Mechanical Tie -In’s: CW/CHR/SS/Domestic
	 	 	 	 	 	
 	 	Incl. Above	 	w/ Mech GMP	 
	 	 	Supply Fans, Exhaust Piping — Vessel Support
	 	 	 	 	 	
 	 	 	 	 	 	w/ Mech GMP	 
	 	 	9,331,238
	 	 	 	 	 	
 	 	 	56.92	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Fire Protection
	 	 	163,929	 	 	
SF	 	 	2.87	 	 	 	470,476	 
	 	 	470,476
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Fuel Lines to Generators (per LPA)
	 	 	415	 	 	
LF	 	 	 	 	 	w/ Mech GMP	 
	 	 	Pump Platform — Pumps & Pump Piping (NONE)
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	#A-46	 	Pump Platform- Sanitary /Grease Pits & Pumps (in truss areas)
	 	 	1	 	 	
ALLOW	 	 	170,000.00	 	 	 	170,000	 
	 	 	Change (4) sanitary lift station tanks to fiberglass in lieu
of Highland (as specified)
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	170,000
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	BAS
	 	 	163,503	 	 	
SF	 	 	 	 	 	w/ Mech GMP	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	
 	 	 	60.83	 	 	 	9,971,714	 
	 	 	DIVISION 16
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	
LS	 	 	5,993,743.00	 	 	 	5,993,743	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	
LS	 	 	89,906.15	 	 	 	89,906	 
	#A-53	 	Reduce Light Fixture Package by Providing Alternate Fixture Manufactures
	 	 	1	 	 	
ALLOW	 	 	(650,000.00	)	 	 	-650,000	 
	 	 	Electrical
	 	 	163,929	 	 	
SF	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Electrical: L2 Shell
	 	 	 	 	 	
 	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Pump Platform Electrical
	 	 	 	 	 	 	 	 	 	 	 	w/ Mech. AL	 
	 	 	Primary/Secondary Duct Bank: In Site
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Communication Duct Bank: In Site
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Temp Power for Construction
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	UPS: 25 KVA & 50 KVA
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Vessel Support — (Sheet NA E11) Previously with LPA budget
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	(2) 910 kw Generators
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	(1) 400 kw Generator
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Fuel Tanks and Fuel
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Paralleling Switchgear
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Switchboard CBH
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 

5/25/2011

 

31 of 93

 

BATON ROUGE CASINO (FLOAT)

	 	 	 
	 	FOH  
	99,421
	 	BOH
	64,508
	 	GSF
	163,929

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Installation of Vessel Support Equipment
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Barge Lighting
	 	 	1	 	 	
LS	 	 	 	 	 	w/ Elect. GMP	 
	 	 	5,433,649
	 	 	 	 	 	
 	 	 	33.15	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm
	 	 	163,929	 	 	
SF	 	 	 	 	 	w/ Elect. GMP	 
	 	 	w/ Elect. GMP
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Specialty Lighting: Casino Public Areas
	 	 	99,421	 	 	
SF	 	 	10.00	 	 	 	994,210	 
	#A-55	 	Reduce Specialty Lighting — ALLOWANCE
	 	 	1	 	 	
ALLOW	 	 	(497,105.00	)	 	 	-497,105	 
	 	 	Dimming System at MPR (with above)
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	497,105
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	#A-59	 	Casino Surveillance/Security: No Equipment
	 	 	163,929	 	 	
SF	 	 	15.00	 	 	 	2,458,935	 
	 	 	FOH & BOH Surv./Security: No Equipment
	 	 	0	 	 	
SF	 	 	5.00	 	 	 	0	 
	 	 	Cameras (OFCI)
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	2,458,935
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	#A-57	 	Communication/Data: No Devices/Equipment
	 	 	163,929	 	 	
SF	 	 	2.50	 	 	 	409,823	 
	 	 	409,823
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	#A-58	 	AV/Sound
	 	 	163.929	 	 	
SF	 	 	2.00	 	 	 	327,858	 
	 	 	(MPR Theatrical Sound System: OFOl)
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	327,858
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	
 	 	 	55.68	 	 	 	9,127,370	 
	 	 	TOTAL COST
	 	 	 	 	 	
 	 	 	256.45	 	 	 	42,038,925	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	
 	 	 	 	 	 	$	42,038,925	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	
 	 	 	 	 	 	$	525,487	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	
 	 	 	 	 	 	$	2,180,223	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	
 	 	 	 	 	 	$	82,119	 
	 	 	Building Permit (ABS, No City Inspection Rq’d)
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	General Liability Insurance ( Cost of Work
times .008)
	 	 	 	 	 	
 	 	 	 	 	 	$	336,311	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	
 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond 4 City Bond (Cost of
Work times .0002)
	 	 	 	 	 	
 	 	 	 	 	 	$	3,408	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	
 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	
 	 	 	 	 	 	$	45,171,473	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	
 	 	 	 	 	 	$	1,468,073	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	
 	 	 	 	 	 	$	46,639,546	 
	 	 	MCC Contingency @ 4% times Cost of Work
	 	 	 	 	 	
 	 	 	4.00	%	 	$	1,631,557	 
	 	 	Area Total
	 	 	 	 	 	
 	 	 	 	 	 	$	48,321,103	 
	 	 	 
	 	 	 	 	 	
$/SF	 	 	 	 	 	 	294.77	 

5/25/2011

 

32 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 
	 	GSF 
	311,207.00

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 2
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Test Pile Program (split hotel/garage/low rise) —
drive /mobilization
	 	 	1	 	 	
LS	 	 	81,298.00	 	 	 	81,298	 
	 	 	Temp Roads for Test Pile Program
	 	 	1	 	 	
LS	 	 	25,000.00	 	 	 	25,000	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Auger Cast Piles (18” x 120’)
	 	 	43.360	 	 	
LF	 	 	26.25	 	 	 	1,269,450	 
	 	 	Pile Mobilization: In & Out
	 	 	1	 	 	
EA	 	 	86,000.00	 	 	 	86,000	 
	 	 	Unforeseen Subsurface Condition — Stump/Log
	 	 	1	 	 	
EA	 	 	23,304.00	 	 	 	23,304	 
	 	 	1,485,052
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Geofoam at Garage ((No Suggestions) system, seal
slab with SITEWORK)
	 	 	2,500	 	 	
SF	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Site Utilities: See Sitework Budget
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 
	 	 	Structural Excavation & Backfill
	 	 	 	 	 	
 	 	 	 	 	 	W/ Div 3 Concrete	 
	 	 	Excavate/Haul 1’ at footprint to use standard forms
	 	 	4,978	 	 	
CY	 	 	8.00	 	 	 	39,827	 
	 	 	Backfill at Foundations
	 	 	1	 	 	
LS	 	 	25,000.00	 	 	 	25,000	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	64,827
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 2 — Subtotal
	 	 	 	 	 	
 	 	 	4.98	 	 	 	1,549,879	 
	 	 	DIVISION 3
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Form, Pump Place Finish (to Bottom of Slab)
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Concrete: Pile Caps & Footings, Beams, Seal Slab
	 	 	129	 	 	
EA	 	 	3,535.00	 	 	 	456,015	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Additional Mobilization
	 	 	1	 	 	
EA	 	 	6,500.00	 	 	 	6,500	 
	 	 	6,500
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Level 1 Form Place & Finish
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Concrete: F/P/P/F PG L1 Structural Slab
	 	 	101,065	 	 	
SF	 	 	6.08	 	 	 	614,475	 
	 	 	614,475
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Pump Place Finish Topping Slab
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Concrete: Precast 4” Topping Slab
	 	 	203,720	 	 	
SF	 	 	1.62	 	 	 	330,026	 
	 	 	330,026
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Tape Double T Joints
	 	 	203,720	 	 	
SF	 	 	0.10	 	 	 	20,372	 
	 	 	Topping Slab Ramp Edge Forms
	 	 	740	 	 	
LF	 	 	5.49	 	 	 	4,063	 
	 	 	Topping Slab CJ/Bulkheads
	 	 	1,440	 	 	
LF	 	 	4.83	 	 	 	6,948	 
	 	 	Topping Slab: Saw Cut Joints: 3/8” x 1”
	 	 	13,180	 	 	
LF	 	 	0.75	 	 	 	13,635	 
	 	 	45,018
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Concrete: Structural Walls
	 	 	5,937	 	 	
SF	 	 	18.30	 	 	 	108,647	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Perimeter Wall at Crawl Space
	 	 	6,600	 	 	
SF	 	 	22.00	 	 	 	145,200	 
	 	 	145,200
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 

5/25/2011

 

33 of 93

 

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 
	 	GSF 
	311,207.00

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Concrete: Curbs/Pads
	 	 	1	 	 	
LS	 	 	19,300.00	 	 	 	19,300	 
	 	 	19,300
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Concrete: Pan Stair Infill (SW Only)
	 	 	484	 	 	
SF	 	 	6.50	 	 	 	3,147	 
	 	 	3,147
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Concrete: Slab on Metal Deck at Elev Tower
	 	 	3,780	 	 	
SF	 	 	1.25	 	 	 	4,725	 
	 	 	4,725
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Ready Mix Material
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Pile Caps (5000 psi)
	 	 	1,916	 	 	
CY	 	 	99.19	 	 	 	190,048	 
	 	 	Mud Slab (2500 psi)
	 	 	1,373	 	 	
CY	 	 	87.20	 	 	 	119,726	 
	 	 	Walls (5000 psi)
	 	 	175	 	 	
CY	 	 	97.01	 	 	 	16,977	 
	 	 	Interior Grade Beams (5000 psi)
	 	 	693	 	 	
CY	 	 	97.01	 	 	 	67,228	 
	 	 	Supported Slab (Level 1)
	 	 	4,349	 	 	
CY	 	 	116.63	 	 	 	507,224	 
	 	 	Topping Slabs (4500 psi)
	 	 	2,392	 	 	
CY	 	 	99.19	 	 	 	286,857	 
	 	 	Pan Filled Stairs
	 	 	7	 	 	
CY	 	 	99.19	 	 	 	694	 
	 	 	Slab on Metal Deck at Elev Tower
	 	 	90	 	 	
CY	 	 	112.27	 	 	 	10,104	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Place Embeds: Assumed Quantity @ Shear Walls
	 	 	130	 	 	
EA	 	 	26.60	 	 	 	3,458	 
	 	 	Place Anchor Bolts: PC Columns / Roof LP Bases
	 	 	99	 	 	
SETS	 	 	111.72	 	 	 	11,060	 
	 	 	14,518
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Steel Materials (Bars) (No Shearwalls)
	 	 	501	 	 	
TN	 	 	763.00	 	 	 	382,263	 
	 
	 	 	Reinforcing Steel Materials (Bars) (Shearwalls)
	 	 	19	 	 	
TN	 	 	763.00	 	 	 	14,497	 
	 	 	Formsaver Material
	 	 	230	 	 	
EA	 	 	14.17	 	 	 	3,259	 
	 	 	Reinforcing Steel Installation (Bars)
	 	 	520	 	 	
TN	 	 	295.00	 	 	 	153,400	 
	 	 	Reinforcing Steel Materials (Mesh)
	 	 	2,520	 	 	
SQS	 	 	116.09	 	 	 	292,534	 
	 	 	Reinforcing Steel Installation (Mesh)
	 	 	2,520	 	 	
SQS	 	 	11.00	 	 	 	27,720	 
	 	 	Formsaver Installation
	 	 	230	 	 	
EA	 	 	10.00	 	 	 	2,300	 
	 	 	875,973
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Precast Garage (Material)
	 	 	1	 	 	
LS	 	 	1,991,866.00	 	 	 	1,991,866	 
	 	 	Precast Stairs (Material)
	 	 	1	 	 	
LS	 	 	21,809.00	 	 	 	21,809	 
	 	 	Precast Shearwalls (Material) Cast in Place
	 	 	 	 	 	
LS	 	 	93,595.00	 	 	 	0	 
	 	 	Precast Garage (Erection)
	 	 	1	 	 	
LS	 	 	390,328.00	 	 	 	390,328	 
	 	 	Precast Stairs (Erection)
	 	 	1	 	 	
LS	 	 	6,000.00	 	 	 	6,000	 
	 	 	Precast Shearwalls (Erection) Cast in Place
	 	 	 	 	 	
LS	 	 	10,000.00	 	 	 	0	 
	 	 	Precast Double T Garage (338 Pcs)
	 	 	195,164	 	 	
SF	 	 	 	 	 	 	0	 
	 	 	Precast Spandrels (95 Pcs)
	 	 	18,390	 	 	
SF	 	 	 	 	 	 	0	 
	 	 	Precast Columns (80 Pcs)
	 	 	2,320	 	 	
SF	 	 	 	 	 	 	0	 
	 	 	Precast Beams (128 Pcs)
	 	 	3,361	 	 	
SF	 	 	 	 	 	 	0	 
	 	 	2,410,003
	 	 	 	 	 	
 	 	 	12.35	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	MAE Design Fee for CIP Shearwall to Precast
	 	 	1	 	 	
LS	 	 	10,000.00	 	 	 	10,000	 
	 	 	10,000
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 

5/25/2011

 

34 of 93

 

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 
	 	GSF 
	311,207.00

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Hoisting (with Precast)
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	Safety Handrails
	 	 	 	 	 	
LS	 	 	 	 	 	 	0	 
	 	 	Engineering / Layout
	 	 	 	 	 	
LS	 	 	 	 	 	 	0	 
	 	 	Lull
	 	 	 	 	 	
LS	 	 	 	 	 	 	0	 
	 	 	Crawler Crane Timber Mats
	 	 	 	 	 	
EA	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	SBTL	 	Division 3 — Subtotal
	 	 	 	 	 	
 	 	 	20.06	 	 	 	6,242,406	 
	 	 	DIVISION 4
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Masonry (Misc. Electrical & Equipment)
	 	 	1,764	 	 	
SF	 	 	12.00	 	 	 	21,168	 
	 	 	Full Ht Wall at Level 1 Ramp
	 	 	2,028	 	 	
SF	 	 	12.00	 	 	 	24,336	 
	 	 	45,504
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	CMU Reinforcing Steel
	 	 	2	 	 	
TON	 	 	763.00	 	 	 	1,526	 
	 	 	1,526
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 4 — Subtotal
	 	 	 	 	 	
 	 	 	0.15	 	 	 	47,030	 
	 	 	DIVISION 5
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Misc. Metals ( Assumed .10#/sf)
	 	 	311,207	 	 	
GSF	 	 	0.53	 	 	 	165,690	 
	 	 	Delete East Stair #G2 & #G3 (Keep Rails) — See Precast
	 	 	83	 	 	
RISERS	 	 	-300.00	 	 	 	-24,900	 
	 	 	Elevator Stair G1 (with above)
	 	 	83	 	 	
RISERS	 	W/ Above	 	 	 	 	 
	 	 	Bollards
	 	 	30	 	 	
EA	 	W/ Above	 	 	 	 	 
	 	 	Elevator Guide Rails/Support Framing
	 	 	 	 	 	
 	 	W/ Above	 	 	 	 	 
	 	 	CMU Supports
	 	 	 	 	 	
 	 	W/ Above	 	 	 	 	 
	 	 	Structural Steel Framing & Metal Floor / Roof Deck at Elevator / Stair
#G1 Connector Tower
	 	 	76	 	 	
TONS	 	 	3,552.63	 	 	 	270,000	 
	 	 	Structural Steel Framing at Stair Tower #G2 & #G3 Canopy (8#/SF)
	 	 	2	 	 	
TONS	 	 	4,500.00	 	 	 	8,640	 
	 	 	Stair Tower #G2 & #G3 Canopy Roof Metal Deck
	 	 	400	 	 	
SF	 	 	4.50	 	 	 	1,800	 
	 	 	421,230
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Chain with Eye Hooks at Level 1
	 	 	330	 	 	
LF	 	 	5.00	 	 	 	1,650	 
	 	 	1,650
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Speed Ramp Barrier Cable Rails: FOB (11 EA Side)
	 	 	13,000	 	 	
LF	 	 	1.45	 	 	 	18,850	 
	 	 	Speed Ramp Barrier Cable Rails: Install
	 	 	6,500	 	 	
LBS	 	 	0.50	 	 	 	3,250	 
	 	 	22,100
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	SBTL	 	Division 5 — Subtotal
	 	 	 	 	 	
 	 	 	1.43	 	 	 	444,980	 
	 	 	DIVISION 6
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Millwork at Level 4 Elevator Lobby
	 	 	880	 	 	
SF	 	 	30.00	 	 	 	26,400	 
	 	 	26,400
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 6 — Subtotal
	 	 	 	 	 	
 	 	 	0.08	 	 	 	26,400	 
	 	 	DIVISION 7
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Moisture Control and Caulking
	 	 	311,207	 	 	
GSF	 	 	0.15	 	 	Incl. Below	 
	 	 	Traffic Coating above Electrical Rooms
	 	 	1	 	 	
LS	 	 	5,975.00	 	 	 	5,975	 
	 	 	Traffic Coating at Top Deck
	 	 	0	 	 	
LS	 	 	 	 	 	 	0	 
	 	 	Joint Sealants — Pre-Cast, CMU, Concrete Joints
	 	 	1	 	 	
LS	 	 	61,815.00	 	 	 	61,815	 
	 	 	Bentonite @ Elevator Pit Walls
	 	 	1	 	 	
LS	 	 	3,915.00	 	 	 	3,915	 
	 	 	TPO Roofing at Elev / Stair Towers
	 	 	2,650	 	 	
SF	 	 	15.00	 	 	 	39,750	 
	 	 	TPO Roofing at East Stair Towers/Gutters/DS
	 	 	400	 	 	
SF	 	 	24.00	 	 	 	9,600	 
	 	 	121,055
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 

5/25/2011

 

35 of 93

 

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 
	 	GSF 
	311,207.00

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Membrane Waterproofing/Flashing at Elevator Tower (at EIFS)
	 	 	1	 	 	
LS	 	W/ EIFS	 	 	 	 	 
	 	 	Joint Sealants @ Glazing Perimeter (w/ Glass)
	 	 	600	 	 	
LF	 	 	 	 	 	 	0	 
	 
	 	 	Elevator Tower ElFS
	 	 	7,236	 	 	
SF	 	 	12.50	 	 	 	90,450	 
	 	 	EIFS at Shear Walls (Exterior Only)
	 	 	2,160	 	 	
SF	 	 	12.00	 	 	 	25,920	 
	 	 	116,370
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	EJ1 (Floor Joint- Lvl 1 Elev Lobby to Garage)
	 	 	22	 	 	
LF	 	 	150.00	 	 	 	3,300	 
	 	 	EJ1-FR (Floor Joint- Lvl 2/3 Elev Lobby to Garage)
	 	 	44	 	 	
LF	 	 	150.00	 	 	 	6,600	 
	 	 	EJ3 (Floor Joint- Lvl 1 Elev Lobby to Garage)
	 	 	50	 	 	
LF	 	 	150.00	 	 	 	7,500	 
	 	 	EJ3-FR (Floor Joint- Lvl 2/3 Elev Lobby to Garage)
	 	 	140	 	 	
LF	 	 	150.00	 	 	 	21,000	 
	 	 	EJ14 (Traffic Cover @ Paving)
	 	 	85	 	 	
LF	 	 	150.00	 	 	 	12,750	 
	 	 	ED5-FR (Vertical @ Interior)
	 	 	240	 	 	
LF	 	 	150.00	 	 	 	36,000	 
	 	 	ED6-FR (Vertical @ Exterior)
	 	 	360	 	 	
LF	 	 	150.00	 	 	 	54,000	 
	 	 	EJ @ Roof w/ Roofing
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	141,150
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Fireproofing at Elevator Tower
	 	 	3,096	 	 	
SF	 	 	2.00	 	 	 	6,192	 
	 	 	6,192
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 7 — Subtotal
	 	 	 	 	 	
 	 	 	1.22	 	 	 	378,575	 
	 	 	DIVISION 8
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Frames: 6o 7o Interior
	 	 	1	 	 	
EA	 	 	100.28	 	 	 	100	 
	 	 	Hollow Metal Frames: 3o 7o Exterior
	 	 	7	 	 	
EA	 	 	95.92	 	 	 	671	 
	 	 	Hollow Metal Frames: 6o 7o Exterior
	 	 	3	 	 	
EA	 	 	100.28	 	 	 	301	 
	 	 	 
	 	 	11	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Doors: 6o 7o PR Interior
	 	 	2	 	 	
LVS	 	 	231.08	 	 	 	462	 
	 	 	Hollow Metal Doors: 3o 7o Exterior
	 	 	7	 	 	
LVS	 	 	231.08	 	 	 	1,618	 
	 	 	Hollow Metal Doors: 6o 7o PR Exterior
	 	 	6	 	 	
LVS	 	 	231.08	 	 	 	1,386	 
	 	 	4,539
	 	 	15	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Unload/Distribute HM Frames & Doors
	 	 	26	 	 	
LVS	 	 	17.00	 	 	 	442	 
	 	 	Hang HM Doors
	 	 	26	 	 	
LVS	 	 	65.00	 	 	 	1,690	 
	 	 	2,132
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Hardware
	 	 	15	 	 	
EA	 	 	286.17	 	 	 	4,293	 
	 	 	Install Hardware
	 	 	15	 	 	
EA	 	 	150.00	 	 	 	2,250	 
	 	 	6,543
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Exterior Storefront @ Elevator Tower
	 	 	2.118	 	 	
SF	 	 	60.00	 	 	 	127,080	 
	 	 	Storefront Doors
	 	 	 	 	 	
EA	 	 	3,500.00	 	 	 	0	 
	 	 	127,080
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	
 	 	 	0.45	 	 	 	140,293	 
	 	 	DIVISION 9
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Exterior Framing at EIFS
	 	 	7,236	 	 	
SF	 	 	12.00	 	 	 	86,832	 
	 	 	86,832
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 
	 	 	Finishes: Power Wash & Paint Bottom of Structure
	 	 	311,207	 	 	
SF	 	 	0.80	 	 	 	248,966	 
	 	 	Finishes: Paint Precast Spandrels
	 	 	19,500	 	 	
SF	 	 	1.50	 	 	 	29,250	 
	 	 	278,216
	 	 	 	 	 	
 	 	 	 	 	 	 	 	 

5/25/2011

 

36 of 93

 

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 	 	 
	GSF 311,207.00
	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Finishes: Elevator Lobbies
	 	 	3,096	 	 	SF	 	 	30.00	 	 	 	92,880	 
	 	 	Paint Elevator Lobbies
	 	 	3,096	 	 	SF	 	 	3.00	 	 	 	9,288	 
	 	 	102,168
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Finishes: Paint Striping
	 	 	311,207	 	 	GSF	 	 	0.05	 	 	 	15,560	 
	 	 	15,560
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	1.55	 	 	 	482,776	 
	 	 	DIVISION 10
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Specialties
	 	 	311,207	 	 	GSF	 	 	0.05	 	 	 	15,560	 
	 	 	15,560
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Wayfinding and Graphics (code required)
	 	 	311,207	 	 	GSF	 	 	0.20	 	 	 	62,241	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-25	 	Delete Wayfinding and Graphics (code required) OFOI
	 	 	1	 	 	ALLOW	 	 	-62,241.00	 	 	 	-62,241	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 10 — Subtotal
	 	 	 	 	 	 	 	 	0.25	 	 	 	77,802	 
	 	 	DIVISION 11
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Equipment (Parking Control)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division
11 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 12
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Furnishings
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 13
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Special Construction: Elevator Lobby Enclosure
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 14
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Conveying Systems: 4 Passenger (4 stops EA)
	 	 	1	 	 	LS	 	 	647,323.00	 	 	 	647,323	 
	 	 	647,323
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-43	 	Conveying Systems: Passenger Cabs Finish
	 	 	4	 	 	ALLOW	 	 	15,000.00	 	 	 	60,000	 
	 	 	60,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-40	 	Hoistway Working Platforms
	 	 	2	 	 	ALLOW	 	 	2,500.00	 	 	 	5,000	 
	 	 	5,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	 	 	 	2.27	 	 	 	707,323	 
	 	 	DIVISION 15
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Plumbing at Garage: Drains & Hose Bibs
	 	 	311,207	 	 	SF	 	 	 	 	 	w/ Mech GMP
	 	 	HVAC at Garage: Open Air PG
	 	 	311,207	 	 	SF	 	 	 	 	 	w/ Mech GMP
	 	 	Mechanical GMP
	 	 	1	 	 	LS	 	 	331,008.00	 	 	 	331,008	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	3,310.08	 	 	 	3,310	 
	 	 	331,008
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection: Standpipe Only
	 	 	311,207	 	 	SF	 	 	0.17	 	 	 	52,905	 
	 	 	52,905
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	 	 	 	1.24	 	 	 	387,223	 

5/25/2011

 

37 of 93

 

BATON ROUGE CASINO PRECAST GARAGE

	 	 	 	 	 
	GSF 311,207.00
	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 16
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	LS	 	 	793,804.00	 	 	 	793,804	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	7,938.04	 	 	 	7,938	 
	 	 	Electrical (No Sound or Specialty Lighting)
	 	 	311,207	 	 	SF	 	 	 	 	 	w/ Elect. GMP	 
	 	 	Electrical: Fire Alarm (Lobby Only — Not Required)
	 	 	311,207	 	 	SF	 	 	 	 	 	w/ Elect. GMP	 
	 	 	801,742
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-59	 	PG: Security & Surveillance — Devices OFCI
	 	 	311,207	 	 	SF	 	 	0.25	 	 	 	77,802	 
	#A-59	 	PG Elev Lobby: Security & Surveillance
	 	 	3,096	 	 	SF	 	 	4.00	 	 	 	12,384	 
	 	 	90,186
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-57	 	PG Elev Lobby Comm./Data: No Devices/Equip.
	 	 	3,096	 	 	SF	 	 	2.00	 	 	 	6,192	 
	 	 	6,192
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-58	 	PG Elev. Lobby: AV/ Sound
	 	 	3,096	 	 	SF	 	 	2.00	 	 	 	6,192	 
	 	 	6,192
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	 	 	 	2.91	 	 	 	904,312	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	36.51	 	 	 	11,363,475	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	11,363,475	 
	 	 	Sub Guard @ 1.25 %
	 	 	 	 	 	 	 	 	 	 	 	$	142,043	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	589,523	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	26,109	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	25,000	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	90,908	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	2,273	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	12,239,330	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	397,778	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	12,637,109	 
	 	 	MCC Contingency @ 4% times Cost of Work
	 	 	 	 	 	 	 	 	4.00	%	 	$	454,539	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	13,091,648	 
	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	42.07	 

5/25/2011

 

38 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF 197,166
	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Division 2 — Sitework:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Test Pile Program (split hotel/garage/low rise) — drive /mobilization
	 	 	1	 	 	LS	 	 	81,298.00	 	 	 	81,298	 
	 	 	Temp Roads for Test Pile Program
	 	 	1	 	 	LS	 	 	25,000.00	 	 	 	25,000	 
	 	 	Pile Inspections, Oversight, Testing (By Owner)

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Test Pile Program — material

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	
18” Auger Cast Piles at Hotel (18”x120’)
	 	 	40,440	 	 	LF	 	 	28.40	 	 	 	1,148,496	 
	 	 	Piles at Stair Towers (6 piles each x 120’) (With Above)
	 	 	1,440	 	 	LF	 	 	 	 	 	 	 	 
	 	 	Mobilization: In/Out —
	 	 	1	 	 	LS	 	 	86,000.00	 	 	 	86,000	 
	 	 	1,340,794
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Work Stoppage due to ACOE MOD Approval: Crew & Equipment Standby Time 1/26/2011 through 2/08/2011
	 	 	1	 	 	LS	 	 	199,672.00	 	 	 	199,672	 
	 	 	Work Stoppage due to ACOE MOD Approval: Relocate Crane & Crew Standby Time - 03/04/11 thru 03/18/11
	 	 	1	 	 	LS	 	 	167,411.00	 	 	 	167,411	 
	 	 	Work Stoppage due to ACOE MOD Approval: Equipment Only Standby Time - 3/04/11 thru 06/15/11
	 	 	1	 	 	LS	 	 	232,256.00	 	 	 	232,256	 
	 	 	Work Stoppage due to ACOE MOD Approval: QAQC MANDATED Equipment Upgrade Installation
	 	 	1	 	 	LS	 	 	12,500.00	 	 	 	12,500	 
	 	 	Work
Stoppage due to ACOE MOD Approval: QAQC MANDATED Equipment Upgrade Rental Only — 04/20/11
thru 6/23/11
	 	 	1	 	 	LS	 	 	13,000.00	 	 	 	13,000	 
	 	 	Work Stoppage due to ACOE MOD Approval: QAQC MANDATED Equipment Upgrade Technician During
Hotel Pile Completion Only — 06/16/11 thru 6/23/11
	 	 	1	 	 	LS	 	 	6,300.00	 	 	 	6,300	 
	 	 	631,139
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Field Engineering/Layout —
	 	 	1	 	 	LS	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Backfill at foundations (with Levee improvement)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 2 — Subtotal
	 	 	 	 	 	 	 	 	10.00	 	 	 	1,971,933	 
	 	 	Division 3 — Concrete:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Foundations
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Frame Foundations (caps/plinths)
	 	 	27	 	 	EA	 	 	12,287.00	 	 	 	331,749	 
	 	 	Additional Mobilization
	 	 	1	 	 	EA	 	 	6,500.00	 	 	 	6,500	 
	 	 	Concrete Frame Pan Filled Stairs
	 	 	7,025	 	 	SF	 	 	6.50	 	 	 	45,663	 
	 	 	Mud Slab at Hotel (with Foundations)
	 	 	12,800	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Perimeter Wall at Crawl Space
	 	 	3,000	 	 	SF	 	 	22.00	 	 	 	66,000	 
	 	 	449,912
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

39 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF 197,166
	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Concrete Frame
	 	 	1	 	 	LS	 	 	 	 	 	 	 	 
	 	 	Form, Pump Place and Finish Concrete Frame through ASI #18
	 	 	183,400	 	 	SF	 	W/ Above	 	 	 	 
	 	 	1,673,048
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Delay Concrete Frame Start Date Due to River Rising (with above)
	 	 	1	 	 	LS	 	 	25,000.00	 	 	 	25,000	 
	 	 	25,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Steel Materials (Bars)
	 	 	822	 	 	TN	 	 	763.00	 	 	 	627,186	 
	 	 	PT Back Up Bars
	 	 	22	 	 	TN	 	 	763.00	 	 	 	16,786	 
	 	 	Formsaver Material
	 	 	350	 	 	EA	 	 	19.62	 	 	 	6,867	 
	 	 	650,839
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Post Tension Material
	 	 	83,000	 	 	LBS	 	 	1.04	 	 	 	85,947	 
	 	 	Post Tension Material ASI 18
	 	 	1,300	 	 	LBS	 	 	1.04	 	 	 	1,346	 
	 	 	Stud Rails at Columns
	 	 	74	 	 	EA	 	 	16.90	 	 	 	1,250	 
	 	 	Stud Rails at Columns ASI 18
	 	 	107	 	 	EA	 	 	16.90	 	 	 	1,808	 
	 	 	90,351
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Steel Labor (Bars)
	 	 	844	 	 	TN	 	 	295.00	 	 	 	248,980	 
	 	 	Reinforcing Steel Labor (Stud Rails)
	 	 	74	 	 	EA	 	 	17.00	 	 	 	1,258	 
	 	 	Formsaver Labor
	 	 	350	 	 	EA	 	 	10.00	 	 	 	3,500	 
	 	 	Post Tension Labor
	 	 	83,000	 	 	LBS	 	 	0.46	 	 	 	38,180	 
	 	 	291,918
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ready Mix Material
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Caps
	 	 	2,532	 	 	CY	 	 	99.19	 	 	 	251,149	 
	 	 	Grade Beams
	 	 	41	 	 	CY	 	 	97.01	 	 	 	3,977	 
	 	 	Plinths
	 	 	18	 	 	CY	 	 	99.19	 	 	 	1,785	 
	 	 	Columns (5000 psi)
	 	 	508	 	 	CY	 	 	94.83	 	 	 	48,174	 
	 	 	Columns (7000 psi)
	 	 	377	 	 	CY	 	 	103.55	 	 	 	39,038	 
	 	 	Walls (5000 psi)
	 	 	999	 	 	CY	 	 	94.83	 	 	 	94,735	 
	 	 	Walls (7000 psi)
	 	 	911	 	 	CY	 	 	103.55	 	 	 	94,334	 
	 	 	Supported Slabs (PT)
	 	 	3,128	 	 	CY	 	 	116.63	 	 	 	364,819	 
	 	 	Supported Slabs (Conventional Reinforcing)
	 	 	2,712	 	 	CY	 	 	94.83	 	 	 	257,179	 
	 	 	Pan Filled Stairs
	 	 	51	 	 	CY	 	 	99.19	 	 	 	5,059	 
	 	 	Mud Slab
	 	 	186	 	 	CY	 	 	87.20	 	 	 	16,219	 
	 	 	1,176,469
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Embeds & Inserts: Assumed Quantity
	 	 	300	 	 	EA	 	 	35.00	 	 	 	10,500	 
	 	 	Install Curtainwall Halfen Inserts
	 	 	310	 	 	EA	 	 	16.00	 	 	 	4,960	 
	 	 	15,460
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Crane #3— Liebherr 630
	 	 	6	 	 	MO	 	 	24,500.00	 	 	 	147,000	 
	 	 	Crane Foundation: F/P/P/F
	 	 	1	 	 	EA	 	 	40,350.00	 	 	 	40,350	 
	 	 	Crane #— Liebherr 420
	 	 	5	 	 	MO	 	 	18,600.00	 	 	 	93,000	 
	 	 	Crane Foundation: F/P/P/F
	 	 	1	 	 	EA	 	 	40,350.00	 	 	 	40,350	 
	 	 	Crane Operators
	 	 	47	 	 	WK	 	 	3,800.00	 	 	 	178,600	 
	 	 	Personnel Hoist (includes operator)
	 	 	7	 	 	MO	 	 	30,000,00	 	 	 	210,000	 
	 	 	Lull Rent
	 	 	6	 	 	MO	 	 	2,600.00	 	 	 	15,600	 
	 	 	Lull Fuel & Maint
	 	 	6	 	 	MO	 	 	1,000.00	 	 	 	6,000	 
	 	 	Lull Operator
	 	 	25	 	 	WKS	 	 	3,800.00	 	 	 	95,000	 
	 	 	825,900
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

40 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF
	 	 	197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Concrete Testing
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Material Testing Services/Inspection (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 3 — Subtotal
	 	 	 	 	 	 	 	 	26.37	 	 	 	5,198,896	 
	 	 	Division 4 — Masonry:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Brick at Exterior Below Service Level (DELETED)
	 	 	4,100	 	 	SF	 	 	 	 	 	 	0	 
	 	 	CMU Infill at East Hotel Elevation, Level 2
	 	 	3,240	 	 	SF	 	 	14.00	 	 	 	45,360	 
	 	 	45,360
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CMU Reinforcing Steel
	 	 	4	 	 	TN	 	 	763.00	 	 	 	3,052	 
	 	 	3,052
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Granite tops at Public Restrooms (with Millwork)
	 	 	56	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Granite tops at Front Desk (with Millwork)
	 	 	90	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Granite Tops
at Typical, ADA, Extended Guestroom (with millwork)
	 	 	1,760	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Granite Tops at Junior/Bridge Suites (with millwork)
	 	 	370	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Granite Tops
at Two-Bay Suite (with millwork)
	 	 	486	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Granite Tops
at Three-Bay Suite (with millwork)
	 	 	26	 	 	SF	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Granite
Shower Seats at Typical, ADA, Extended Guestroom (with Div 9)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Granite Shower Seats at Junior/Bridge Suites (With Div 9)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Granite Shower Seats at Two-Bay Suite (With Div 9)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Granite Shower Seats at Three-Bay Suite (With Div 9)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 4 — Subtotal
	 	 	 	 	 	 	 	 	0.25	 	 	 	48,412	 
	 	 	Division 5 — Metals:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Structural Steel / Misc Steel
	 	 	197,166	 	 	GSF	 	 	6.30	 	 	 	1,242,146	 
	 	 	Mise Steel Level 1 : F & I
	 	 	 	 	 	TONS	 	W/ Above	 	 	 	 	 
	 	 	Mise Steel Tower: F & I
	 	 	 	 	 	TONS	 	W/ Above	 	 	 	 	 
	 	 	Elevator support framing
	 	 	 	 	 	TONS	 	W/ Above	 	 	 	 	 
	 	 	Metal Stair 2 ea (with Tower Framing)
	 	 	241	 	 	RISERS	 	W/ Above	 	 	 	 	 
	 	 	Pit ladders
	 	 	 	 	 	EA	 	W/ Above	 	 	 	 	 
	 	 	Elevator beams
	 	 	 	 	 	EA	 	W/ Above	 	 	 	 	 
	 	 	Framing at Roof Canopy
	 	 	 	 	 	TONS	 	W/ Above	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Embeds at Slab Edge for EIFS
	 	 	1	 	 	LS	 	 	94,000.00	 	 	 	94,000	 
	 	 	1,336,146
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ornamental Metals (with Millwork)
	 	 	 	 	 	GSF	 	 	 	 	 	 	0	 
	 	 	Glass Handrail at Level 3 (with Div 8)
	 	 	 	 	 	LF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Structural Steel Framing for Screen at Pool Deck (10#/SF)
	 	 	8	 	 	TONS	 	 	4,500.00	 	 	 	35,550	 
	 	 	35,550
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

41 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF
	 	 	197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Structural Steel Framing for High Roof Screenwall Eyebrow(10#/SF)
	 	 	25	 	 	TONS	 	 	4.500.00	 	 	 	112,500	 
	 	 	112,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 5 — Subtotal
	 	 	 	 	 	 	 	 	7.53	 	 	 	1,484,196	 
	 	 	Division 6 — Carpentry:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rough Carpentry — Guestroom Tower
	 	 	106,470	 	 	GSF	 	 	0.30	 	 	 	31,941	 
	 	 	Rough Carpentry — BOH
	 	 	22,273	 	 	GSF	 	 	0.30	 	 	 	6,682	 
	 	 	Rough Carpentry — Public
	 	 	2,593	 	 	GSF	 	 	0.30	 	 	 	778	 
	 	 	Parapet Wall Sheathing: Installation (W/ Roofing)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	39,401
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Architectural Woodwork
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Hotel
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Typical Guest Rooms
	 	 	141	 	 	EA	 	 	5,040.00	 	 	 	710,640	 
	 	 	ADA Typical Rooms
	 	 	9	 	 	EA	 	 	5,040.00	 	 	 	45,360	 
	 	 	Extended Typical Rooms
	 	 	26	 	 	EA	 	 	5,040.00	 	 	 	131,040	 
	 	 	ADA Junior Suite
	 	 	1	 	 	EA	 	 	8,519.00	 	 	 	8,519	 
	 	 	Junior Suites
	 	 	9	 	 	EA	 	 	8,519.00	 	 	 	76,671	 
	 	 	ADA Bridge Suite
	 	 	1	 	 	EA	 	 	8,519.00	 	 	 	8,519	 
	 	 	Bridge Suites
	 	 	8	 	 	EA	 	 	8,519.00	 	 	 	68,152	 
	 	 	LVL 12 Bridge Suite
	 	 	1	 	 	EA	 	 	12,000.00	 	 	 	12,000	 
	 	 	2-Bay Suites
	 	 	9	 	 	EA	 	 	8,269.00	 	 	 	74,421	 
	 	 	3-Bay Suite
	 	 	1	 	 	EA	 	 	15,000.00	 	 	 	15,000	 
	 	 	Elevator Lobbies
	 	 	11	 	 	EA	 	 	8,211.00	 	 	 	90,321	 
	 	 	Corridors
	 	 	11	 	 	EA	 	 	7,263.00	 	 	 	79,893	 
	 	 	1,320,536
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Areas Millwork
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Lobby / VIP Reg / Front Desk / Public Circ
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	VIP Registration Desk (Wood Top with mirror front)
	 	 	8	 	 	LF	 	 	1,325.00	 	 	 	10,600	 
	 	 	VIP Registration Bookcase/Bar
	 	 	7	 	 	LF	 	 	425.00	 	 	 	2,975	 
	 	 	VIP Base/Chair/Crown
	 	 	90	 	 	LF	 	 	25.00	 	 	 	2,250	 
	 	 	Lobby Valet Desk with Stone Top
	 	 	8	 	 	LF	 	 	1,325.00	 	 	 	10,600	 
	 	 	Antique Mirror with Metal Grillwork at Fireplace
	 	 	150	 	 	SF	 	 	425.00	 	 	 	63,750	 
	#A-13	 	Utilize MDF ILO Metal Grillwork at Lobby Fireplace
	 	 	1	 	 	ALLOW	 	 	(18,750.00	)	 	 	-18,750	 
	 	 	Wood Paneling at Lobby
	 	 	1	 	 	LS	 	 	75,000.00	 	 	 	75,000	 
	 	 	14’ Open Grillwork at Front Desk (to Corridor)
	 	 	84	 	 	SF	 	 	350.00	 	 	 	29,400	 
	 	 	Front Desk with Stone Top
	 	 	19	 	 	LF	 	 	1,325.00	 	 	 	25,175	 
	 	 	6’ Wainscot at Corridor
	 	 	1,080	 	 	SF	 	 	75.00	 	 	 	81,000	 
	#A-13	 	Delete Wainscot at Corridor and add base, chair, crown and wallcovering
	 	 	1	 	 	ALLOW	 	 	(68,760.00	)	 	 	-68,760	 
	 	 	Base / Crown / Door Trim at Elev Lobby
	 	 	75	 	 	LF	 	 	10.00	 	 	 	750	 
	 	 	Elevator Door Trim
	 	 	72	 	 	LF	 	 	17.00	 	 	 	1,224	 
	 	 	Ceiling Trim at Lobby/VIP/Front Desk/Elev Lobby
	 	 	1	 	 	LS	 	 	62,992.00	 	 	 	62,992	 
	 	 	278,206
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Meeting Room / Pantry
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	4’ Wainscot at Meeting Room
	 	 	456	 	 	SF	 	 	75	 	 	 	34,200	 
	 	 	(2) Base Cabinet with Stone Top at Meeting Room
	 	 	16	 	 	LF	 	 	425	 	 	 	6,800	 

5/25/2011

 

42 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF
	 	 	197,156	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Buffet with Stone Top at Pantry
	 	 	15	 	 	LF	 	 	222	 	 	 	3,330	 
	 	 	Buffet with Stone Top at Meeting Room
	 	 	13	 	 	LF	 	 	600	 	 	 	7,800	 
	 	 	Ceiling Trim
	 	 	1	 	 	LS	 	 	8,430	 	 	 	8,430	 
	 	 	60,560
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Multipurpose Room
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	6’ Wood Wainscot
	 	 	798	 	 	SF	 	 	75	 	 	 	59,850	 
	#A-13	 	Delete Wainscot at Corridor and add base, chair, crown and wallcovering
	 	 	1	 	 	LS	 	 	-48,098	 	 	 	-48,098	 
	 	 	Built in Bookcases at Fireplace
	 	 	10	 	 	LF	 	 	850	 	 	 	8,500	 
	 	 	Buffet with Stone Top
	 	 	13	 	 	LF	 	 	600	 	 	 	7,800	 
	 	 	Ceiling Trim
	 	 	350	 	 	LF	 	 	75	 	 	 	26,250	 
	 	 	54,302
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Public Restrooms (1110, 1112, 12114, 12115)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Vanity with Stone Top
	 	 	43	 	 	LF	 	 	323	 	 	 	13,889	 
	 	 	Ceiling Trim
	 	 	150	 	 	LF	 	 	11	 	 	 	1,650	 
	 	 	Crown Moulding
	 	 	198	 	 	LF	 	 	11	 	 	 	2,178	 
	 	 	17,717
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Level 2 Lobby
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	6’ Wood Wainscot
	 	 	720	 	 	SF	 	 	75	 	 	 	54,000	 
	 	 	Custom Ceiling (Broken Board Look)
	 	 	1,475	 	 	SF	 	 	110	 	 	 	162,250	 
	 	 	Wood Column Wraps
	 	 	6	 	 	EA	 	 	3,500	 	 	 	21,000	 
	 	 	237,250
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fitness Center
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Cabinet with Stone Top
	 	 	8	 	 	LF	 	 	300.00	 	 	 	2,400	 
	 	 	2,400
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Misc BOH Millwork
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	1102 Men’s Restroom (Vanity / Skirt)
	 	 	5	 	 	LF	 	 	120.00	 	 	 	600	 
	 	 	1103 Women’s Restroom (Vanity / Skirt)
	 	 	5	 	 	LF	 	 	120.00	 	 	 	600	 
	 	 	1105 Conference (Base / Chair / Crown)
	 	 	45	 	 	LF	 	 	25.00	 	 	 	1,125	 
	 	 	1106 Director Finance (Base / Chair / Crown)
	 	 	53	 	 	LF	 	 	25.00	 	 	 	1,325	 
	 	 	4' Diamond Plate Wainscot w 2x6 chair and base at BOH Corridor (478LF)
	 	 	2,020	 	 	SF	 	 	25.00	 	 	 	50,500	 
	 	 	54,150
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temp Protection
	 	 	197,166	 	 	GSF	 	 	0.35	 	 	 	69,008	 
	 	 	69,008
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 6 — Subtotal
	 	 	 	 	 	 	 	 	10.82	 	 	 	2,133,530	 
	 	 	Division 7 — Waterproofing:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Moisture Control
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Bentonite @ Elevator Pits
	 	 	1	 	 	LS	 	 	4,382.00	 	 	 	4,382	 
	 	 	4,382
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Urethane Traffic Coating @ French Balconies
	 	 	1	 	 	LS	 	 	5,142.00	 	 	 	5,142	 
	 	 	Urethane Traffic Coating @ Back of House
	 	 	1	 	 	LS	 	 	67,456.00	 	 	 	67,456	 
	 	 	Mechanical Room @ Level 1.5
	 	 	4,075	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Mechanical Room @ Penthouse
	 	 	3,200	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Intermediate Areas @ Pool Deck
	 	 	7,600	 	 	GSF	 	 	 	 	 	 	0	 
	 	 	72,598
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pool Deck Paver System including Hot Fluid Applied WP / Drainage Board
	 	 	7,600	 	 	SF	 	 	34.10	 	 	 	259,160	 
	 	 	 	 	 	259,160
	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

43 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 
	GSF
	 	 	197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Waterproofing at Exterior (with EIFS)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sheet Membrane Damproofing at Exterior (with EIFS)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Caulking at Exterior
	 	 	1	 	 	LS	 	 	38,695.00	 	 	 	38,695	 
	 	 	38,695
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Thermal Insulation below Lvl 1 Slab (Unconditioned Crawlspace
below)- 2# Foam w/ Flame Spread Weather Resistant Paint NIC
	 	 	13,672	 	 	SF	 	NIC	 	 	 	 
	 	 	Thermal Insulation @Lvl 12 Slab-w/ Pool Deck Waterproofing System
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fireproofing at Stair Towers
	 	 	7,488	 	 	SF	 	 	3.00	 	 	 	22,464	 
	 	 	22,464
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	EIFS
	 	 	1	 	 	LS	 	 	819,650.00	 	 	 	819,650	 
	 	 	EIFS (Framing with Div 9)
	 	 	70,000	 	 	SF	 	 	 	 	 	 	0	 
	 	 	EIFS/Framing at Pool Overhang (with above)
	 	 	2,615	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Scaffolding (with above)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	Cornice (Metal Panel)
	 	 	1,950	 	 	LF	 	 	30.00	 	 	 	58,500	 
	 	 	EIFS for Garage Elev Tower (with Garage)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	878,150
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Expansion Joint Assemblies (at Pedestrian Bridge)
	 	 	 	 	 	LF	 	 	 	 	 	W/ Bridge	 
	 	 	Expansion Joint Assemblies (at Porte Cochere)
	 	 	 	 	 	LF	 	 	 	 	 	W/ Garage	 
	 	 	Facade Sealants (with waterproofing)
	 	 	 	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Screen at
Pool Deck (with Div 8)
	 	 	1,580	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Roofing & Sheet Metal -meets 140 MPH Code
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	TPO Built-up Roofing at Mechanical Room
	 	 	3,725	 	 	SF	 	 	18.00	 	 	 	67,050	 
	 	 	Roofing: Hotel Porte Cochere
	 	 	 	 	 	SF	 	 	 	 	 	W/ Bridge	 
	 	 	Standing Seam Roof at Pool Overhangs
	 	 	1	 	 	LS	 	 	62,300	 	 	 	62,300	 
	 	 	129,350
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temporary Roof
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Level 10 Temporary Roof: In & Out
	 	 	13,500	 	 	SF	 	 	3.00	 	 	 	40,500	 
	 	 	40,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 7 — Subtotal
	 	 	 	 	 	 	 	 	7.33	 	 	 	1,445,299	 
	 	 	Hollow Metal Doors
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	BOH
	 	 	38	 	 	LVS	 	 	245.25	 	 	 	9,320	 
	 	 	Public
	 	 	0	 	 	LVS	 	 	 	 	 	 	0	 
	 	 	9,320
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Hollow Metal Frames
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Hotel Single
	 	 	439	 	 	EA	 	 	95.92	 	 	 	42,109	 
	 	 	Hotel Double
	 	 	12	 	 	EA	 	 	100.28	 	 	 	1,203	 
	 	 	BOH Single
	 	 	80	 	 	EA	 	 	95.92	 	 	 	7,674	 
	 	 	BOH Double
	 	 	8	 	 	EA	 	 	100.28	 	 	 	802	 
	 	 	Public Single
	 	 	6	 	 	EA	 	 	95.92	 	 	 	576	 

5/25/2011

 

44 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Public Double
	 	 	3	 	 	EA	 	 	100.28	 	 	 	301	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Unload/Distribute HM Doors & Frames
	 	 	586	 	 	EA	 	 	17.00	 	 	 	9,962	 
	 	 	Hang HM Doors
	 	 	38	 	 	EA	 	 	65.00	 	 	 	2,470	 
	 	 	65,096
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Primed MDO Wood Doors
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Typical Guestroom Entry
	 	 	141	 	 	LVS	 	 	194.02	 	 	 	27,357	 
	 	 	Typical Guestroom Bathroom (Barn Door)
	 	 	141	 	 	LVS	 	 	146.06	 	 	 	20,594	 
	 	 	Typical Guestroom Water Closet
	 	 	141	 	 	LVS	 	 	381.50	 	 	 	53,792	 
	 	 	Connector Doors
	 	 	92	 	 	LVS	 	 	324.82	 	 	 	29,883	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	ADA Typical Guestroom Entry
	 	 	9	 	 	LVS	 	 	194.02	 	 	 	1,746	 
	 	 	ADA Typical Guestroom Bathroom (Barn Door)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	ADA Typical Guestroom Water Closet
	 	 	9	 	 	LVS	 	 	381.50	 	 	 	3,434	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Extended Typical Guestroom Entry
	 	 	26	 	 	LVS	 	 	194.02	 	 	 	5,045	 
	 	 	Extended
Typical Guestroom Bathroom (Barn Door)
	 	 	26	 	 	LVS	 	 	146.06	 	 	 	3,798	 
	 	 	Extended Typical Guestroom Water Closet
	 	 	26	 	 	LVS	 	 	381.50	 	 	 	9,919	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Junior Suite Entry
	 	 	9	 	 	LVS	 	 	194.02	 	 	 	1,746	 
	 	 	Junior Suite Bathroom (Pocket Door)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	Junior Suite Bedroom (Pocket Door)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	Junior Suite Water Closet
	 	 	9	 	 	LVS	 	 	381.50	 	 	 	3,434	 
	 	 	Junior
Suite Closet (Sliding)
	 	 	18	 	 	LVS	 	 	146.06	 	 	 	2,629	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	ADA Junior Suite Entry
	 	 	1	 	 	LVS	 	 	194.02	 	 	 	194	 
	 	 	ADA Junior Suite Bathroom (Pocket Door)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	ADA Junior Suite Bedroom (Pocket Door)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	ADA Junior Suite Water Closet
	 	 	1	 	 	LVS	 	 	381.50	 	 	 	382	 
	 	 	ADA Junior
Suite Closet (Sliding)
	 	 	2	 	 	LVS	 	 	146.06	 	 	 	292	 
	 	 	Bridge Suite Entry
	 	 	9	 	 	LVS	 	 	194.02	 	 	 	1,746	 
	 	 	Bridge Suite Bathroom (Pocket Door)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	Bridge Suite Bedroom (Pocket Door)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	Bridge Suite Water Closet
	 	 	9	 	 	LVS	 	 	381.50	 	 	 	3,434	 
	 	 	Bridge Suite Closet (Bi Fold)
	 	 	18	 	 	LVS	 	 	152.60	 	 	 	2,747	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	ADA Bridge Suite Entry
	 	 	1	 	 	LVS	 	 	194.02	 	 	 	194	 
	 	 	ADA Bridge Suite Bathroom (Pocket Door)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	ADA Bridge Suite Bedroom (Pocket Door)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	ADA Bridge Suite Water Closet
	 	 	1	 	 	LVS	 	 	381.50	 	 	 	382	 
	 	 	ADA Bridge Suite Closet (Bi Fold)
	 	 	2	 	 	LVS	 	 	152.60	 	 	 	305	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	2 Bay Suite Entry
	 	 	9	 	 	LVS	 	 	194.02	 	 	 	1,746	 
	 	 	2 Bay Suite Bedroom (Pocket)
	 	 	9	 	 	LVS	 	 	146.06	 	 	 	1,315	 
	 	 	2 Bay Suite Closet (Bi-fold))
	 	 	9	 	 	LVS	 	 	307.38	 	 	 	2,766	 
	 	 	2 Bay Suite Bathroom (Pocket)
	 	 	9	 	 	LVS	 	 	137.34	 	 	 	1,236	 
	 	 	2 Bay Suite Water Closet
	 	 	9	 	 	LVS	 	 	381.50	 	 	 	3,434	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	3 Bay Suite Entry (Upgrade, Stained Deco Wood)
	 	 	1	 	 	LVS	 	 	545.00	 	 	 	545	 
	 	 	3 Bay Suite Powder (Pocket)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	3 Bay Suite Bedroom (Pocket)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 

5/25/2011

 

45 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP
04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	3 Bay Suite Bedroom (Bi-fold — Antique Mirror)
	 	 	4	 	 	LVS	 	 	307.38	 	 	 	1,230	 
	 	 	3 Bay Suite Bathroom (Pocket)
	 	 	3	 	 	LVS	 	 	146.06	 	 	 	438	 
	 	 	3 Bay Suite Bedroom (Barn Door)
	 	 	1	 	 	LVS	 	 	146.06	 	 	 	146	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Elevator Lobby Doors
	 	 	24	 	 	LVS	 	 	194.02	 	 	 	4,656	 
	 	 	Public Area
	 	 	14	 	 	LVS	 	 	194.02	 	 	 	2,716	 
	 	 	BOH (Hollow Metal)
	 	 	58	 	 	LVS	 	 	231.08	 	 	 	13,403	 
	 	 	Custom Wood Doors at Public Area: W/ Millwork?
	 	 	0	 	 	LVS	 	 	 	 	 	 	0	 
	 	 	214,131
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Unload/Distribute Wood/PLAM Doors
	 	 	930	 	 	LVS	 	 	12.00	 	 	 	11,160	 
	 	 	Hang Wood/PLAM Doors
	 	 	930	 	 	LVS	 	 	35.00	 	 	 	32,550	 
	 	 	Install Pocket/ Bi-fold Door Tracks
	 	 	75	 	 	EA	 	 	50.00	 	 	 	3,750	 
	 	 	Install
Sliding Door Tracks
	 	 	20	 	 	EA	 	 	50.00	 	 	 	1,000	 
	 	 	48,460
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Hardware
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BOH Hollow Metal
	 	 	38	 	 	EA	 	 	299.75	 	 	 	11,391	 
	 	 	Guestroom/Suite Entry
	 	 	206	 	 	EA	 	 	272.50	 	 	 	56,135	 
	 	 	Guestroom/Suite Entry — automatic door bottoms (with above)
	 	 	206	 	 	EA	 	 	 	 	 	 	0	 
	 	 	Guestroom/Suite Watercloset Doors
	 	 	205	 	 	EA	 	 	272.50	 	 	 	55,863	 
	 	 	Connector Doors
	 	 	92	 	 	EA	 	 	272.50	 	 	 	25,070	 
	 	 	Pocket Doors
	 	 	81	 	 	EA	 	 	245.25	 	 	 	19,865	 
	 	 	Bi-fold Doors
	 	 	33	 	 	EA	 	 	245.25	 	 	 	8,093	 
	 	 	Barn Doors
	 	 	179	 	 	EA	 	 	245.25	 	 	 	43,900	 
	 	 	Elevator Lobby
	 	 	24	 	 	EA	 	 	381.50	 	 	 	9,156	 
	 	 	Public Area
	 	 	14	 	 	EA	 	 	381.50	 	 	 	5,341	 
	 	 	BOH PLAM
	 	 	58	 	 	EA	 	 	299.75	 	 	 	17,386	 
	 	 	Electrified
Security Hardware (F & I by Security Contractor)
	 	 	0	 	 	EA	 	 	—	 	 	 	0	 
	 	 	252,199
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Hardware
	 	 	930	 	 	SETS	 	 	75.00	 	 	 	69,750	 
	 	 	Set Up Hardware Room
	 	 	1	 	 	LS	 	 	10,000.00	 	 	 	10,000	 
	 	 	79,750
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior
Glass & Glazing
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Exterior
Curtainwall (includes metal panel at slab edge)
	 	 	26,589	 	 	SF	 	 	65.00	 	 	 	1,728,285	 
	 	 	Louvers at
Level 1.5, (Type 4D, with above)
	 	 	800	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Operable
Doors at Level 12 Suites
	 	 	4	 	 	EA	 	 	3,000.00	 	 	 	12,000	 
	 	 	Storefront Doors
	 	 	14	 	 	EA	 	 	3,000.00	 	 	 	42,000	 
	 	 	Automatic
Doors (W/Ped. Bridge Vestibule)
	 	 	0	 	 	EA	 	 	 	 	 	 	0	 
	 	 	Balcony Rails at Suites
	 	 	240	 	 	LF	 	 	250.00	 	 	 	60,000	 
	 	 	1,842,285
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Interior Glass & Glazing
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	VIP Check In
(Frameless)
	 	 	156	 	 	SF	 	 	60.00	 	 	 	9,360	 
	 	 	Sundries
	 	 	126	 	 	SF	 	 	60.00	 	 	 	7,560	 
	 	 	Balcony Rail at Level 3 Lobby
	 	 	23	 	 	LF	 	 	400.00	 	 	 	9,200	 
	 	 	Mirror at Fitness Center
	 	 	288	 	 	SF	 	 	15.00	 	 	 	4,320	 
	 	 	Glass Entry at Fitness Center
	 	 	130	 	 	SF	 	 	60.00	 	 	 	7,800	 
	 	 	Vanity Mirrors at Guestrooms (FFE)
	 	 	3,960	 	 	SF	 	 	 	 	 	 	0	 

5/25/2011

 

46 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Vanity Mirrors at Suites (FFE)
	 	 	2,100	 	 	SF	 	 	 	 	 	 	0	 
	 	 	38,240
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clean Exterior Glass
	 	 	26,589	 	 	SF	 	 	0.75	 	 	 	19,942	 
	 	 	19,942
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Window Wall Test (BY OWNER)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fixed Airfoil Louvers @ Lvl Pool (4B)
	 	 	2,860	 	 	SF	 	 	46.45	 	 	 	132,847	 
	 	 	Aluminum
Grille System (4C)- sim Aerolite
Angular Bar Grille (at Level 11.5) MATERIAL
	 	 	2,560	 	 	SF	 	 	31.71	 	 	 	81,173	 
	 	 	Aluminum Grille System (4C)- sim
Aerolite Angular Bar Grille (at Level 11.5) INSTALL
	 	 	2,560	 	 	SF	 	 	2.50	 	 	 	6,400	 
	#A-6	 	Delete
Louvers at 11.5 and replace with EIFS
	 	 	1	 	 	ALLOW	 	 	(23,573.00	)	 	 	-23,573	 
	 	 	Acoustical Louver (4J) at Mech Penthouse
	 	 	1,208	 	 	SF	 	 	35.00	 	 	 	42,280	 
	 	 	Greenscreen System at Service Level
	 	 	1,600	 	 	SF	 	 	14.00	 	 	 	22,400	 
	 	 	261,527
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Curtainwall Consultant (BY OWNER)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Overhead Coiling Door at Loading Dock
	 	 	3	 	 	EA	 	 	10,000.00	 	 	 	30,000	 
	 	 	30,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	 	 	 	14.51	 	 	 	2,860,949	 
	 	 	Division 9 — Finishes:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Framing (W/ Dense Glass & Thermal)
	 	 	1	 	 	LS	 	 	1,022,406.00	 	 	 	1,022,406	 
	 	 	Drywall & Acoustical (Interior Only)
	 	 	197,166	 	 	GSF	 	 	9.25	 	 	 	1,823,786	 
	 	 	2,846,192
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	GUESTROOMS / SUITES
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	176 Keys	 	Typical/ADA/Extended Room Carpet Install (includes pad material)
	 	 	5,322	 	 	SY	 	 	10.35	 	 	 	55,081	 
	 	 	Typical/ADA/Extended Room Wood at Entries
	 	 	8,131	 	 	SF	 	 	18.00	 	 	 	146,358	 
	 	 	Typical/ADA/Extended Room Resilient Base
	 	 	17,637	 	 	LF	 	 	4.70	 	 	 	82,894	 
	 	 	Typical/ADA/Extended Room Tile Surfaces
	 	 	1	 	 	LS	 	 	977,680.00	 	 	 	977,680	 
	 	 	Typical/ADA/Extended Room Tile Floors (with above)
	 	 	18,368	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Typical Room Tile Walls (with above)
	 	 	23,661	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Typical Room Tile Walls (Accent) (with above)
	 	 	581	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Typical Room Tile Base (with above)
	 	 	7,357	 	 	LF	 	 	 	 	 	 	0	 
	 	 	Typical Room Shower Seat (with above)
	 	 	1,837	 	 	SF	 	 	 	 	 	 	0	 
	 	 	1,262,013
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	9 Keys	 	JR Suite Carpet Install (includes pad material)
	 	 	554	 	 	SY	 	 	10.35	 	 	 	5,738	 
	 	 	JR Suite Wood at Entries
	 	 	554	 	 	SF	 	 	18.00	 	 	 	9,979	 
	 	 	JR Suite Resilient Base
	 	 	1,643	 	 	LF	 	 	4.70	 	 	 	7,724	 
	 	 	JR Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	210,627.00	 	 	 	210,627	 
	 	 	JR Suite Tile Floors (with above)
	 	 	1,129	 	 	SF	 	 	 	 	 	 	0	 
	 	 	JR Suite Tile Walls (with above)
	 	 	1,663	 	 	SF	 	 	 	 	 	 	0	 
	 	 	JR Suite Tile Walls Accent (with above)
	 	 	30	 	 	SF	 	 	 	 	 	 	0	 
	 	 	JR Suite Tile Walls at Bar (with above)
	 	 	238	 	 	SF	 	 	 	 	 	 	0	 
	 	 	JR Suite Tile Base (with above)
	 	 	802	 	 	LF	 	 	 	 	 	 	0	 
	 	 	JR Suite Shower Seat (with above)
	 	 	99	 	 	SF	 	 	 	 	 	 	0	 
	 	 	234,068
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

47 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	1 Key	 	ADA JR Suite Carpet Install (includes pad material)
	 	 	62	 	 	SY	 	 	10.35	 	 	 	638	 
	 	 	ADA JR Suite Wood at Entries
	 	 	62	 	 	SF	 	 	18.00	 	 	 	1,109	 
	 	 	ADA JR Suite Resilient Base
	 	 	183	 	 	LF	 	 	4.70	 	 	 	858	 
	 	 	ADA JR Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	23,403.00	 	 	 	23,403	 
	 	 	ADA JR Suite Tile Floors (with above)
	 	 	125	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA JR Suite Tile Walls (with above)
	 	 	185	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA JR Suite Tile Walls Accent (with above)
	 	 	4	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA JR Suite Tile Walls at Bar (with above)
	 	 	26	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA JR Suite Tile Base (with above)
	 	 	89	 	 	LF	 	 	 	 	 	 	0	 
	 	 	26,008
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	8 Keys	 	Bridge Suite Carpet Install (includes pad material)
	 	 	559	 	 	SY	 	 	10.35	 	 	 	5,784	 
	 	 	Bridge Suite Wood at Entries
	 	 	598	 	 	SF	 	 	18.00	 	 	 	10,771	 
	 	 	Bridge Suite Resilient Base
	 	 	1,602	 	 	LF	 	 	4.70	 	 	 	7,528	 
	 	 	Bridge Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	187,224.00	 	 	 	187,224	 
	 	 	Bridge Suite Tile Floors (with above)
	 	 	1,408	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Bridge Suite Tile Walls (with above)
	 	 	1,126	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Bridge Suite Tile Walls Accent (with above)
	 	 	26	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Bridge Suite Tile Walls at Bar (with above)
	 	 	282	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Bridge Suite Tile Base (with above)
	 	 	678	 	 	LF	 	 	 	 	 	 	0	 
	 	 	211,306
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1 Key	 	LVL 12 Bridge Suite Carpet Install (includes pad material)
	 	 	70	 	 	SY	 	 	10.35	 	 	 	729	 
	 	 	LVL 12 Bridge Suite Wood at Entries
	 	 	75	 	 	SF	 	 	18.00	 	 	 	1,346	 
	 	 	LVL 12 Bridge Suite Resilient Base
	 	 	200	 	 	LF	 	 	4.70	 	 	 	941	 
	 	 	LVL 12 Bridge Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	40,353.00	 	 	 	40,353	 
	 	 	LVL 12 Bridge Suite Tile Floors (with above)
	 	 	176	 	 	SF	 	 	 	 	 	 	0	 
	 	 	LVL 12 Bridge Suite Tile Walls (with above)
	 	 	141	 	 	SF	 	 	 	 	 	 	0	 
	 
	 	 
	 	 	LVL 12 Bridge Suite Tile Walls Accent (with above)
	 	 	4	 	 	SF	 	 	 	 	 	 	0	 
	 
	 	 
	 	 	LVL 12 Bridge Suite Tile Walls at Bar (with above)
	 	 	35	 	 	SF	 	 	 	 	 	 	0	 
	 	 	LVL 12 Bridge Suite Tile Base (with above)
	 	 	85	 	 	LF	 	 	 	 	 	 	0	 
	 	 	43,369
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1 Key	 	ADA Bridge Suite Carpet Install (includes pad material)
	 	 	70	 	 	SY	 	 	10.35	 	 	 	729	 
	 	 	ADA Bridge Suite Wood at Entries
	 	 	75	 	 	SF	 	 	18.00	 	 	 	1,346	 
	 	 	ADA Bridge Suite Resilient Base
	 	 	200	 	 	LF	 	 	4.70	 	 	 	941	 
	 	 	ADA Bridge Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	23,403.00	 	 	 	23,403	 
	 	 	ADA Bridge Suite Tile Floors (with above)
	 	 	176	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA Bridge Suite Tile Walls (with above)
	 	 	152	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA Bridge Suite Tile Walls Accent (with above)
	 	 	4	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA Bridge Suite Tile Walls at Bar (with above)
	 	 	35	 	 	SF	 	 	 	 	 	 	0	 
	 	 	ADA Bridge Suite Tile Base (with above)
	 	 	85	 	 	LF	 	 	 	 	 	 	0	 
	 	 	26,419
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	9 Keys	 	2-Bay Suite Carpet Install (includes pad material)
	 	 	564	 	 	SY	 	 	10.35	 	 	 	5,841	 
	 	 	2-Bay Suite Wood at Entries
	 	 	564	 	 	SF	 	 	18.00	 	 	 	10,157	 
	 	 	2-Bay Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	210,627.00	 	 	 	210,627	 
	 	 	2-Bay Suite Tile Floors (with above)
	 	 	1,832	 	 	SF	 	 	 	 	 	 	0	 
	 	 	2-Bay Suite Tile Walls (with above)
	 	 	1,505	 	 	SF	 	 	 	 	 	 	0	 
	 	 	2-Bay Suite Tile Walls Accent (with above)
	 	 	30	 	 	SF	 	 	 	 	 	 	0	 
	 	 	2-Bay Suite Tile Walls at Bar (with above)
	 	 	188	 	 	SF	 	 	 	 	 	 	0	 
	 	 	2-Bay Suite Tile Base (with above)
	 	 	663	 	 	LF	 	 	 	 	 	 	0	 
	 	 	2-Bay Suite Wood Base (with Millwork)
	 	 	1,575	 	 	LF	 	 	—	 	 	 	0	 

5/25/2011

 

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BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	2-Bay Suite Shower Seat (with above)
	 	 	40	 	 	SF	 	 	 	 	 	 	0	 
	 	 	226,625
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1 Key	 	3-Bay Suite Carpet Install (includes pad material)
	 	 	29	 	 	SY	 	 	10.35	 	 	 	296	 
	 	 	3-Bay Suite Wood at Entries
	 	 	803	 	 	SF	 	 	18.00	 	 	 	14,454	 
	 	 	3-Bay Suite Tile Surfaces
	 	 	1	 	 	LS	 	 	40,353.00	 	 	 	40,353	 
	 	 	3-Bay Suite Tile Floors (with above)
	 	 	251	 	 	SF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Tile Shower Walls (with above)
	 	 	108	 	 	SF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Tile Walls Accent (with above)
	 	 	51	 	 	SF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Tile Walls at Bar (with above)
	 	 	49	 	 	SF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Tile Base (with above)
	 	 	103	 	 	LF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Shower Seat (with above)
	 	 	18	 	 	SF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Wood Base (with Millwork)
	 	 	272	 	 	LF	 	 	—	 	 	 	0	 
	 	 	3-Bay Suite Fireplace Surround (with above)
	 	 	11	 	 	LF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Venetian Plaster
	 	 	1,840	 	 	SF	 	 	18.00	 	 	 	33,120	 
	 	 	3-Bay Suite Glass Walls (FFE)
	 	 	18	 	 	LF	 	 	 	 	 	 	0	 
	 	 	3-Bay Suite Mecho Shade
	 	 	456	 	 	SF	 	 	10.00	 	 	 	4,560	 
	 	 	Tile at Level 12 Balcony
	 	 	200	 	 	SF	 	 	12.00	 	 	 	2,400	 
	 	 	95,183
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-8	 	Delete Waterproofing at guestroom floors
	 	 	1	 	 	ALLOW	 	 	(120,000.00	)	 	 	-120,000	 
	#A-9	 	Utilize epoxy blend grout ILO Epoxy Grout at Guestrooms
	 	 	1	 	 	ALLOW	 	 	(30,000.00	)	 	 	-30,000	 
	#A-12	 	Add Schluter “Tile Ready” pan system at guestrooms
	 	 	1	 	 	ALLOW	 	 	118,800.00	 	 	 	118,800	 
	#A-15	 	Replace vanity accent tile with $20/sf tile at Suites
	 	 	1	 	 	ALLOW	 	 	(145,000.00	)	 	 	-145,000	 
	#A-16	 	Replace glass tile at wet bar in Suite with $30/sf
	 	 	1	 	 	ALLOW	 	 	(33,000.00	)	 	 	-33,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Elevator Lobby / Corridor Carpet Install
	 	 	2,046	 	 	SY	 	 	15.00	 	 	 	30,690	 
	 	 	Elevator Lobby / Corridor Wood Floors
	 	 	1,634	 	 	SF	 	 	18.00	 	 	 	29,403	 
	 	 	Elevator Lobby / Corridor Carpet Base
	 	 	6,375	 	 	LF	 	 	1.00	 	 	 	6,375	 
	 	 	66,468
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Lobby / VIP Reg / Front Desk / Public Circ
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Venetian Plaster at VIP Registration
	 	 	1,314	 	 	SF	 	 	18.00	 	 	 	23,652	 
	 	 	Venetian Plaster at Front Desk
	 	 	1,577	 	 	SF	 	 	18.00	 	 	 	28,382	 
	 	 	Venetian Plaster above wainscot at Corridor
	 	 	810	 	 	SF	 	 	18.00	 	 	 	14,580	 
	#A-17	 	Utilize wallcovering ILO Venetian Plaster at Corridor
	 	 	1	 	 	ALLOW	 	 	(12,150.00	)	 	 	-12,150	 
	 	 	54,464
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	133,551.00	 	 	 	133,551	 
	 	 	Tile Mural at Back Wall of Front Desk
	 	 	162	 	 	SF	 	 	 	—	 	 	0	 
	#A-20	 	Replace Mural Tile with $30/sf material
	 	 	1	 	 	ALLOW	 	 	(18,250.00	)	 	 	-18,250	 
	 	 	Wood Floor at VIP Registation
	 	 	430	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Wood Floor at Elev Lobby
	 	 	160	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Stone Floor at Lobby / Front Desk
	 	 	1059	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Stone Floor at Corridor
	 	 	725	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Stone Surround at Fireplace
	 	 	20	 	 	LF	 	 	300	 	 	 	6,000	 
	 	 	121,301
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Inset Rug at Lobby / Front Desk
	 	 	47	 	 	SY	 	 	15.00	 	 	 	698	 
	 	 	Carpet at Elev Lobby
	 	 	17	 	 	SY	 	 	15.00	 	 	 	262	 
	 	 	960
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

49 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Meeting Room / Pantry
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Slate Flooring at Pantry
	 	 	220	 	 	SF	 	 	17	 	 	 	3,740	 
	 	 	Carpet at Meeting Room
	 	 	78	 	 	SY	 	 	15	 	 	 	1,167	 
	 	 	4,907
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Multipurpose Room
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Venetian Plaster above wainscot at Multipurpose
	 	 	1,197	 	 	SF	 	 	18	 	 	 	21,546	 
	#A-22	 	Utilize wallcovering ILO Venetian Plaster at MPR
	 	 	1	 	 	ALLOW	 	 	-21,546	 	 	 	-21,546	 
	 	 	Wood Floor at Multipurpose
	 	 	560	 	 	SF	 	 	19	 	 	 	10,640	 
	 	 	Inset Rug at Multipurpose
	 	 	46	 	 	SY	 	 	15	 	 	 	685	 
	 	 	11,325
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Public Restrooms (1110, 1112, 12114, 12115)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	44,480	 	 	 	44,480	 
	 	 	Tile Floor
	 	 	566	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Accent Tile at Mirrors (Mirror Surround)
	 	 	52	 	 	SF	 	 	0	 	 	 	0	 
	 	 	6" Tile Wall Wainscot
	 	 	900	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Stone Pilasters, Solid Surface Partitions w Wood Doors
	 	 	11	 	 	EA	 	 	3,408	 	 	 	37,488	 
	 	 	Urinal Screens
	 	 	4	 	 	EA	 	 	150	 	 	 	600	 
	 	 	82,568
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Level 2 Lobby
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Venetian Plaster above Wood Wainscot
	 	 	1,000	 	 	SF	 	 	18	 	 	 	18,000	 
	#A-21	 	Utilize wallcovering ILO Venetian Plaster at Level 2 Lobby
	 	 	1	 	 	ALLOW	 	 	-15,000	 	 	 	-15,000	 
	 	 	Stone Flooring
	 	 	1,744	 	 	SF	 	 	19	 	 	 	33,136	 
	 	 	36,136
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fitness Center
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Rubber Flooring at Fitness Center (Capri Cork 9mm)
	 	 	820	 	 	SF	 	 	22.50	 	 	 	18,450	 
	 	 	Wood Lay In Ceiling at Fitness Center
	 	 	820	 	 	SF	 	 	33.60	 	 	 	27,552	 
	 	 	46,002
	 	 		 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sundries (per PNK) — Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-23	 	Interior Finishes
	 	 	849	 	 	SF	 	 	175.00	 	 	 	148,575	 
	 	 	148,575
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	BOH
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	BOH Floor Tile
	 	 	1,571	 	 	SF	 	 	12.00	 	 	 	18,850	 
	 	 	BOH Wall Tile
	 	 	408	 	 	SF	 	 	15.00	 	 	 	6,120	 
	 	 	BOH Vinyl Base
	 	 	5,662	 	 	LF	 	 	1.10	 	 	 	6,228	 
	 	 	BOH Install Carpet (Direct Glue)
	 	 	726	 	 	SY	 	 	4.10	 	 	 	2,977	 
	 	 	BOH VCT
	 	 	9,659	 	 	SF	 	 	3.50	 	 	 	33,807	 
	 	 	BOH Sealed Concrete
	 	 	10,106	 	 	SF	 	 	0.75	 	 	 	7,579	 
	 	 	Stonhard Floor at Kitchens
	 	 	1,659	 	 	SF	 	 	12.00	 	 	 	19,906	 
	 	 	BOH ACT (with Drywall)
	 	 	 	 	 	SF	 	 	 	 	 	 	0	 
	 	 	BOH FRP at Kitchen Walls
	 	 	2,050	 	 	SF	 	 	5.00	 	 	 	10,250	 
	 	 	BOH Washable Ceiling Tiles at Kitchen
	 	 	1,659	 	 	SF	 	 	3.00	 	 	 	4,976	 
	 	 	110,692
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Painting & Textured Coatings
	 	 	197,166	 	 	GSF	 	 	3.50	 	 	 	690,081	 
	 	 	Elastomeric Coating at CMU at T4 Line
	 	 	3,240	 	 	SF	 	 	2.00	 	 	 	6,480	 
	 	 	FRP at Janitors Closet and Kitchen
	 	 	2,500	 	 	SF	 	 	3.00	 	 	 	7,500	 
	 	 	Float Concrete Ceilings at Guestrooms/Suites
	 	 	58,936	 	 	SF	 	 	 	 	 	W/ Paint
	 	 	704,061
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

50 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Hotel Porte Cochere Finishes (with Pedestrian
Bridge)
	 	 	 	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Final Clean
	 	 	197,166	 	 	GSF	 	 	0.35	 	 	 	69,008	 
	 	 	69,008
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	On Site Mock Up (separate sub job)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	31.54	 	 	 	6,218,449	 
	 	 	Division 10 — Specialties:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Corner Guards
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Corner Guards: Anodized Aluminum (Public Corridors)- International Extrusions- Dk Bronze
Anodized 3"x3"x8'
	 	 	193	 	 	EA	 	 	14.17	 	 	 	2,735	 
	 	 	Corner Guards: Stainless Steel (BOH)- Inpro- SS
3"x3"x8'
	 	 	50	 	 	EA	 	 	59.95	 	 	 	2,998	 
	 	 	Corner Guards: Installation
	 	 	243	 	 	EA	 	 	25.00	 	 	 	6,075	 
	 	 	11,807
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection Specialties
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	FE Cabinet (Recessed/ Non Fire Rated)- JL Industries AMB 1012V10
	 	 	12	 	 	EA	 	 	83.21	 	 	 	999	 
	 	 	FE Cabinet (Recessed/ Fire Rated)- JL Industries AMB 1012V11
	 	 	2	 	 	EA	 	 	144.52	 	 	 	289	 
	 	 	FE Cabinet @ Kitchen- JL Industries AMB 1012V10
	 	 	2	 	 	EA	 	 	83.21	 	 	 	166	 
	 	 	Fire Extinguishers- 10# ABC
	 	 	16	 	 	EA	 	 	69.92	 	 	 	1,119	 
	 	 	FE Cabinets: Installation
	 	 	14	 	 	EA	 	 	25.00	 	 	 	350	 
	 	 	2,923
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Toilet & Bath Accessories
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Typical/Extended Guestroom Robe Hooks-Seachrome Chrome Finish 700400-CR-1
	 	 	334	 	 	EA	 	 	23.34	 	 	 	7,795	 
	 	 	Typical/Extended Guestroom Towel
Bar-Symmons 24" 513TB-24-STN Satin Nickel
	 	 	167	 	 	EA	 	 	110.29	 	 	 	18,418	 
	 	 	Typical/Extended Guestroom TP Holder-American Standard 8040.230-234 Satin Nickel
	 	 	167	 	 	EA	 	 	58.48	 	 	 	9,766	 
	 	 	Typical/Extended Guestroom Shower Basket-Waterworks Satin Nickel 22-60457-57882
	 	 	167	 	 	EA	 	 	182.36	 	 	 	30,454	 
	 	 	66,432
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	ADA Guestroom Robe Hooks- Seachrome Chrome Finish 700400-CR-1
	 	 	18	 	 	EA	 	 	23.34	 	 	 	420	 
	 	 	ADA Guestroom Towel Bar-Symmons 24" 513TB-24-STN Satin Nickel
	 	 	9	 	 	EA	 	 	110.29	 	 	 	993	 
	 	 	ADA Guestroom TP Holder-American
Standard 8040.230-234 Satin Nickel
	 	 	9	 	 	EA	 	 	58.48	 	 	 	526	 
	 	 	ADA Guestroom Shower
Basket-Waterworks Satin Nickel 22-60457-57882
	 	 	9	 	 	EA	 	 	182.36	 	 	 	1,641	 
	 	 	ADA Guestroom Shower Seat-CWECO Padded/ Satin Finish
	 	 	9	 	 	EA	 	 	241.78	 	 	 	2,176	 
	 	 	ADA Guestroom Shower Rod-CWECO
60" Straight/ Satin Finish
	 	 	9	 	 	EA	 	 	29.77	 	 	 	268	 
	 	 	ADA Guestroom Grab Bars- CWECO 42"/ Mirror
Finish
	 	 	18	 	 	EA	 	 	42.48	 	 	 	765	 
	 	 	6,789
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

51 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Suite Robe Hooks- Seachrome Chrome Finish 700400-CR-1
	 	 	56	 	 	EA	 	 	23.34	 	 	 	1,307	 
	 	 	Suite Towel Bar- Symmons 24"
513TB-24-STN Satin Nickel
	 	 	58	 	 	EA	 	 	110.29	 	 	 	6,397	 
	 	 	Suite TP Holder- American Standard 8040.230-234 Satin Nickel
	 	 	29	 	 	EA	 	 	58.48	 	 	 	1,696	 
	 	 	Suite Shower
Basket- Waterworks Satin Nickel 22-60457-57882
	 	 	28	 	 	EA	 	 	182.36	 	 	 	5,106	 
	 	 	14,505
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	ADA Suite Robe Hooks- Seachrome Chrome Finish 700400-CR-1
	 	 	4	 	 	EA	 	 	23.34	 	 	 	93	 
	 	 	ADA Suite Towel Bar- Symmons 24" 513TB-24-STN Satin Nickel
	 	 	4	 	 	EA	 	 	110.29	 	 	 	441	 
	 	 	ADA Suite TP Holder- American Standard 8040.230 234 Satin Nickel
	 	 	2	 	 	EA	 	 	58.48	 	 	 	117	 
	 	 	ADA Suite Shower Basket- Waterworks Satin Nickel 22-60457-57882
	 	 	2	 	 	EA	 	 	182.36	 	 	 	365	 
	 	 	ADA Suite Shower Seat- CWECO Padded/ Satin Finish
	 	 	2	 	 	EA	 	 	241.78	 	 	 	484	 
	 	 	ADA Suite Shower Rod- CWECO 60" Straight/ Satin Finish
	 	 	2	 	 	EA	 	 	29.77	 	 	 	60	 
	 	 	ADA
Suite Grab Bars- CWECO 42"/ Mirror Finish
	 	 	4	 	 	EA	 	 	42.48	 	 	 	170	 
	 	 	1,729
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Area Toilet Paper Holder
	 	 	12	 	 	EA	 	 	49.05	 	 	 	589	 
	 	 	Public Area Toilet Seat Cover Disp
	 	 	12	 	 	EA	 	 	207.10	 	 	 	2,485	 
	 	 	Public Area Paper Towel Disp / Trash Disp
	 	 	6	 	 	EA	 	 	272.50	 	 	 	1,635	 
	 	 	Public Area Sanitary Napkin Disp
	 	 	2	 	 	EA	 	 	381.50	 	 	 	763	 
	 	 	Public Area Grab Bars
	 	 	8	 	 	EA	 	 	42.48	 	 	 	340	 
	 	 	Public Area Soap Disp
	 	 	6	 	 	EA	 	 	45.78	 	 	 	275	 
	 	 	6,086
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Toilet & Bath Accessories Installation
	 	 	1,153	 	 	EA	 	 	20.00	 	 	 	23,060	 
	 	 	23,060
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Way Finding
Graphics (Code required)
	 	 	197,166	 	 	GSF	 	 	0.50	 	 	 	98,583	 
	#A-26	 	Delete Way
Finding Graphics (Code required) OFOI
	 	 	1	 	 	ALLOW	 	 	(98.583.00	)	 	 	-98,583	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Specialty Signage (OFOI)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Display
Board with Trim at Meeting Room
	 	 	50	 	 	SF	 	 	25	 	 	 	1,250	 
	 	 	1,250
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Shower Enclosures at Typical Guestrooms
	 	 	167	 	 	EA	 	 	1,500.00	 	 	 	250,500	 
	 	 	Shower Enclosures at Suites
	 	 	28	 	 	EA	 	 	3,000.00	 	 	 	84,000	 
	 	 	334,500
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Louvers at
Level 11.5 (With Div 8 Curtainwall)
	 	 	900	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Automatic Emergency Defibrillator Units at Elevator Lobbies
	 	 	12	 	 	EA	 	 	2,250.00	 	 	 	27,000	 
	 	 	27,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 10 — Subtotal
	 	 	 	 	 	 	 	 	2.52	 	 	 	496,081	 

5/25/2011

 

52 of 93

 

BATON ROUGE HOTEL

Keys 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	 
	 	 	 	 	 	 
	 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Division 11 — Equipment:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Window Washing Davits
	 	 	1	 	 	LS	 	 	76,715.00	 	 	 	76,715	 
	 	 	Window Washing Davits (cast in concrete)
	 	 	1	 	 	LS	 	 	7,500.00	 	 	 	7,500	 
	 	 	84,215
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Loading Dock (none)
	 	 	0	 	 	LS	 	 	—	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Linen Chute
	 	 	13	 	 	FLS	 	 	3,000.00	 	 	 	39,000	 
	 	 	Install Linen Chute
	 	 	13	 	 	FLS	 	 	500.00	 	 	 	6,500	 
	 	 	45,500
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	KITCHEN EQUIPMENT: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-33	 	Kitchen Equipment
	 	 	1	 	 	LS	 	 	355,300.00	 	 	 	355,300	 
	 	 	Room Service Kitchen (w/ Above)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Vending Room Ice Machines: FF&E
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	355,300
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	FIREPLACES
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-32	 	Lobby — 2 Sided, Includes box and block
	 	 	1	 	 	EA	 	 	45,000.00	 	 	 	45,000	 
	 	 	Delete 1 FP at Lobby (Only 1 sided)
	 	 	1	 	 	ALLOW	 	 	(22,500.00	)	 	 	-22,500	 
	 	 	Level 12 Suite, Includes box and block
	 	 	1	 	 	EA	 	 	40,000.00	 	 	 	40,000	 
	 	 	62,500
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 11 — Subtotal
	 	 	 	 	 	 	 	 	2.78	 	 	 	547,515	 
	 	 	Division 12 — Furniture:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	FF&E Warehousing/Installation — with owner
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Typical Guest Rooms
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Suite
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Public Area Installation
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	Division 13 — Special Construction:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-37	 	Pool Bar
	 	 	1	 	 	ALLOW	 	$	100,000.00	 	 	 	100,000	 
	 	 	100,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pool Bar: Food Service Equipment (W/ Div. 10)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	0 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pool - Shell Mat’l Purchase/Shell Install
	 	 	1	 	 	LS	 	$	215,000.00	 	 	 	215,000	 
	 	 	Pool - Equipment/Piping F&l
	 	 	1	 	 	LS	 	$	150,000.00	 	 	 	150,000	 
	 	 	Finishes in Pool (coping, tile, etc)
	 	 	1	 	 	LS	 	$	25,000.00	 	 	w/Pool Material
	 	 	365,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Water Feature
	 	 	1	 	 	ALLOW	 	$	100,000.00	 	 	 	100,000	 
	#A-36	 	Delete Water Feature
	 	 	1	 	 	ALLOW	 	$	(100,000.00	)	 	 	-100,000	 
	 	 	100,000
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fire Feature NONE
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pool Podium Elev. Structure Allowance
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	2.36	 	 	 	465,000	 

5/25/2011

 

53 of 93

 

BATON ROUGE HOTEL
Keys 206

	 	 	 	 	 	 	 	 	 	 	 

	

	 		 	 	 	GSF 197,166
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Division 14 — Conveying Systems:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Conveying Systems: Passenger — TP-1, 2 & 3
	 	 	1	 	 	LS	 	 	675,662.00	 	 	 	675,662	 
	 	 	Conveying Systems: Freight — TS-1, 2
	 	 	1	 	 	LS	 	 	455,642.00	 	 	 	455,642	 
	 	 	Conveying Systems: Freight — TS3 (Roped Hydro)
	 	 	1	 	 	LS	 	 	132,227.00	 	 	 	132,227	 
	 	 	Overtime to Meet Accelerated Schedule
	 	 	1	 	 	LS	 	 	92,820.00	 	 	 	92,820	 
	 	 	Overtime for Off-hour Crane Usage
	 	 	1	 	 	LS	 	 	10,000.00	 	 	 	10,000	 
	 	 	Hoistway Working Platforms
	 	 	2	 	 	EA	 	 	2,500.00	 	 	 	5,000	 
	 	 	1,371,351
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-42	 	Conveying Systems: Passenger Cabs Finish
	 	 	3	 	 	ALLOW	 	 	15,000.00	 	 	 	45,000	 
	 	 	45,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Interior Elevator Operator (2 each)
	 	 	30	 	 	WK	 	 	1,500.00	 	 	 	45,000	 
	 	 	45,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-39	 	Custom Etching Passenger Elevator Doors
	 	 	3	 	 	ALLOW	 	 	5,000.00	 	 	 	15,000	 
	 	 	15,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	 	 	 	7.49	 	 	 	1,476,351	 
	 	 	Division 15 — Mechanical:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Plumbing/HVAC GMP
	 	 	1	 	 	LS	 	 	5,910,853.00	 	 	 	5,910,853	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	59,108.53	 	 	 	59,109	 
	 	 	Plumbing/HVAC
	 	 	197,166	 	 	GSF	 	 	 	 	 	w/ Mech GMP
	#A-47	 	Utilize Alternate Plumbing Manufactures
	 	 	1	 	 	ALLOW	 	 	(200,000.00	)	 	 	-200,000	 
	 	 	Hotel
	 	 	 	 	 	GSF	 	Incl. Above	 	w/ Mech GMP
	 	 	BOH (No Laundry)
	 	 	 	 	 	GSF	 	Incl. Above	 	w/ Mech GMP
	 	 	Public
	 	 	 	 	 	GSF	 	Incl. Above	 	w/ Mech GMP
	 	 	5,769,962
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection Systems
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection: New
	 	 	197,166	 	 	GSF	 	 	1.65	 	 	 	325,324	 
	 	 	Temp. Standpipe during Construction
	 	 	1	 	 	LS	 	 	32,000.00	 	 	 	32,000	 
	 	 	Hotel Porte Cochere — (Ped Bridge)
	 	 	 	 	 	SF	 	 	 	 	 	 	0	 
	 	 	357,324
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Temperature Controls
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BAS DDC System
	 	 	 	 	 	GSF	 	 	 	 	 	w/ Mech GMP
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	 	 	 	31.08	 	 	 	6,127,285	 
	 	 	Division 16 — Electrical:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	LS	 	 	4,280,549.00	 	 	 	4,280,549	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	42,805.49	 	 	 	42,805	 
	 	 	Electrical
	 	 	197,166	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	#A-54	 	Reduce Light Fixture Package by Providing 
Alternate Fixture Manufactures
	 	 	1	 	 	ALLOW	 	 	(200,000.00	)	 	 	-200,000	 
	 	 	4,280,549
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm System
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fire Alarm: Design/Materials/Testing
	 	 	197,166	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-59	 	Hotel Surveillance/Security: No Equipment
	 	 	197,166	 	 	GSF	 	 	1.50	 	 	 	295,749	 
	 	 	295,749
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

54 of 93

 

BAT0N ROUGE HOTEL
Keye 206

	 	 	 	 	 	 	 	 	 	 	 	 	 

	 

	 	
	 	 		 	 	GSF 197,166	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys. Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 
	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-57	 	Communication/Data: No Devices/Equipment
	 	 	197,166	 	 	GSF	 	 	1.75	 	 	 	345,041	 
	 	 	345,041
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-58	 	AV/Sound
	 	 	197,166	 	 	GSF	 	 	1.00	 	 	 	197,166	 
	 	 	Suite Bose Systems (By owner)
	 	 	0	 	 	EA	 	 	25,000.00	 	 	 	0	 
	 	 	197,166
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Install OFCI TV Brackets
	 	 	224	 	 	EA	 	 	45.00	 	 	 	10,080	 
	 	 	$10,080
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	 	 	 	25.21	 	 	 	4,971,390	 
	 	 	TOTAL COSTS
	 	 	 	 	 	 	 	 	179.77	 	 	 	35,445,286	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	35,445,286	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	443,066	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	1,825,563	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	91,341	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	77,980	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	283,562	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	7,089	 
	 	 	MCC P&P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	38,173,887	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	1,240,651	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	39,414,538	 
	 	 	MCC Contingency @ 4% times Cost of Work
	 	 	 	 	 	 	 	 	4.00	%	 	$	1,417,811	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	40,832,350	 
	 	 	 
	 	$	198,215	 	 	Key $/SF	 	 	 	$	207	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

55 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO MARINE

	 	 	 	 	 

	   

	 	GSF
	 	226,634 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Marine Work
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pump Platform, Pipes & Casing: In Concrete Frame
	 	 	1	 	 	LS	 	 	—	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Basin Water System
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Casino Make Up Water System and Controls
	 	 	1	 	 	LS	 	 	50,000.00	 	 	 	50,000	 
	 	 	(Pumping System is in the Casino Vessel Budget)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	50,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	H-Piles & Sheet Piles
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	12’ x 555’ Sheet Piling for Basin Concrete Wall
	 	 	6,660	 	 	SF	 	 	42.50	 	 	 	283,050	 
	 	 	H14 x 73 x 60’ Battered Piles at Basin Concrete Wall
	 	 	16,560	 	 	LF	 	 	37.00	 	 	 	612,720	 
	 	 	Mobilization: In/Out
	 	 	1	 	 	EA	 	 	 	 	 	 	0	 
	 	 	895,770
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CIP T-Wall
	 	 	1	 	 	LS	 	 	653,495.00	 	 	 	653,495	 
	 	 	15’ x 487’ x 2’ Concrete Wall at Basin
	 	 	7,605	 	 	SF	 	 	 	 	 	 	0	 
	 	 	13’ x 487’ x 2.5’ Concrete Footing at Basin Wall
	 	 	6,591	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Seal slab
	 	 	1	 	 	LS	 	 	14,039.00	 	 	 	14,039	 
	 	 	Reinforcing material for T wall
	 	 	1	 	 	LS	 	 	70,888.00	 	 	 	70,888	 
	 	 	Muckout T-wall footing for Seal Slab
	 	 	1	 	 	LS	 	 	66,930.00	 	 	 	66,930	 
	 	 	805,352
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Mass Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clear & Grub Site: (Durr & Beard)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Excavation at Basin (Durr)
	 	 	1	 	 	LS	 	 	254,104.00	 	 	 	254,104	 
	 	 	Excavate addition 4” for revetment to flush out with T-wall
	 	 	1	 	 	LS	 	 	7,237.00	 	 	 	7,237	 
	 	 	Load, Haul, Spread Unsuitable Soil
	 	 	1	 	 	LS	 	 	8,961.00	 	 	 	8,961	 
	 	 	Vessel: Dry Cut Basin: +27” to +20’ + 1’ Undercut (120,000SF)
	 	 	35,556	 	 	CY	 	 	 	 	 	 	0	 
	 	 	Vessel: Berm at Basin
	 	 	6,000	 	 	CY	 	 	 	 	 	 	0	 
	 	 	Under cut and clay liner (None required)
	 	NIC	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Rise: Dry Cut Basin: +27 to +20 (Assume 130,000SF)
	 	 	38,519	 	 	CY	 	 	—	 	 	 	0	 
	 	 	Low Rise: Berm at Basin
	 	 	0	 	 	CY	 	 	—	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	On Site Haul/Spread Excess Spoils
	 	 	68,074	 	 	CY	 	 	—	 	 	 	0	 
	 	 	270,302
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Haul Roads & Temporary Lay Down: In and Out
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Phase I Earthwork & Temporary Lay Down (Beard Constr.)
	 	 	1	 	 	LS	 	 	41,972.00	 	 	 	41,972	 
	 	 	Phase I Earthwork & Temporary Lay Down (Barber Constr.)
	 	 	1	 	 	LS	 	 	366,001.00	 	 	 	366,001	 

5/25/2011

 

56 of 93

 

BATON ROUGE CASINO MARINE

	 	 	 	 	 

	   

	 	GSF
	 	226,634 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Batture Muck Out / Import
	 	 	1	 	 	LS	 	 	205,014.00	 	 	 	205,014	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fill at Temp Road at Levee Wet Side: w/Barber
	 	 	14,000	 	 	CY	 	 	—	 	 	 	0	 
	 	 	Fill at Temporary Road at Levee Dry Side: w/Barber
	 	 	14,000	 	 	CY	 	 	—	 	 	 	0	 
	 	 	Temporary Road at Levee Dry Side: w/ Barber
	 	 	1	 	 	LS	 	 	—	 	 	 	0	 
	 	 	Temp Lay Down at Basin
	 	 	1	 	 	LS	 	 	320,000.00	 	 	 	320,000	 
	 	 	Temporary Roads for concrete Frame: Move & Re-Grade
	 	 	 	 	 	SY	 	 	 	 	 	 	0	 
	 	 	8” Gravel Temp. Road at Levee Wet Side: Maintenance
	 	 	1	 	 	LS	 	 	75,000.00	 	 	 	75,000	 
	 	 	Additional Board Roads for Steel Erection (8’x16’)
	 	 	50	 	 	EA	 	 	963.00	 	 	 	48,150	 
	 	 	Remove Temp Road at Levee (leave in place)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	Widen North Levee Access Road for 2-Way Traffic
	 	 	1	 	 	LS	 	 	17,000.00	 	 	 	17,000	 
	 	 	1,073,137
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	South Levee Ramp Road & Stability Berm
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Construction of South Levee Ramp Earthwork & Stone
	 	 	1	 	 	LS	 	 	111,080.00	 	 	 	111,080	 
	 	 	Construction of North Levee Ramp Earthwork & Stone
	 	 	1	 	 	LS	 	 	20,027.73	 	 	 	20,028	 
	 	 	Construction of Stability Berm
	 	 	1	 	 	LS	 	 	258,410.00	 	 	 	258,410	 
	 	 	389,518
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	South Levee Ramp Road
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Asphalt Paving
	 	 	411	 	 	TONS	 	 	125.00	 	 	 	51,375	 
	 	 	Striping
	 	 	210	 	 	LF	 	 	2.00	 	 	 	420	 
	 	 	51,795
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rip Rap
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rip Rap at Concrete T-Wall 9’ X 555’
	 	 	500	 	 	TN	 	 	140.00	 	 	 	70,000	 
	#A-64	 	Delete Rip Rap at T-Wall and use shoreblock
	 	 	1	 	 	ALLOW	 	 	(35,035.00	)	 	 	-35,035	 
	 	 	Added ACOE Rip Rap Behind T Wall
	 	 	2,175	 	 	TN	 	 	140.00	 	 	 	304,500	 
	#A-63	 	Delete Added ACOE Rip Rap behind T wall and use shoreblock
	 	 	1	 	 	ALLOW	 	 	(177,625.00	)	 	 	-177,625	 
	 	 	Filter Fabric (included with above)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	339,465
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

57 of 93

 

BATON ROUGE CASINO MARINE

	 	 	 	 	 

	   

	 	GSF
	 	226,634 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Pipe Piles
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	42” x 132’ Pipe Piles @ Basin: FOB Job Site
	 	 	9,504	 	 	LF	 	 	169.22	 	 	 	1,608,267	 
	 	 	42” x 132’ Mooring Pipe Piles @ Basin: Install + Conc. Fill
	 	 	1	 	 	LS	 	 	595,000.00	 	 	 	595,000	 
	 	 	Mobilization: In/Out
	 	 	1	 	 	EA	 	 	130,000.00	 	 	 	130,000	 
	 	 	Engineering and Layout (with above)
	 	 	1	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Project Management
	 	 	3	 	 	MO	 	 	14,000.00	 	 	 	42,000	 
	 	 	Upgrade Hammer for Pile Driving
	 	 	1	 	 	LS	 	 	415,908.00	 	 	 	415,908	 
	 	 	Added Steel Between Mooring Pipe Piles
	 	 	1	 	 	LS	 	 	215,000.00	 	 	 	215,000	 
	 	 	MAE Design Fee for Mooring Pile As-Builts
	 	 	1	 	 	LS	 	 	12,900.00	 	 	 	12,900	 
	 	 	Shim Plates for Mooring Pile Cap Columns
	 	 	1	 	 	LS	 	 	12,000.00	 	 	 	12,000	 
	 	 	Install Shim Plates for Mooring Pile Cap Columns
	 	 	144	 	 	EA	 	 	500.00	 	 	 	72,000	 
	 	 	3,103,075
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Caps & Guides (F&l)
	 	 	72	 	 	EA	 	 	10,139.00	 	 	 	730,008	 
	 	 	Add stiffeners at pile cap assemblies
	 	 	72	 	 	EA	 	 	490.50	 	 	 	35,316	 
	 	 	Alignment Welding
	 	 	1	 	 	LS	 	 	38,321.00	 	 	 	38,321	 
	 	 	803,645
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Caps Chain/Clevis/Tumbuckle: FOB Job Site
	 	 	72	 	 	EA	 	 	14,000.00	 	 	 	1,008,000	 
	 	 	Delete Galv at Mooring Chains / Add Asphaltic Varnish Coating
	 	 	1	 	 	LS	 	 	720.00	 	 	 	720	 
	 	 	Provide Nuts at Strainsert Pins
	 	 	1	 	 	LS	 	 	4,428.00	 	 	 	4,428	 
	 	 	Delete End Link Component
	 	 	1	 	 	LS	 	 	(19,800.00	)	 	 	-19,800	 
	 	 	Sandblast Mooring Chain Assemblies
	 	 	1	 	 	LS	 	 	34,560.00	 	 	 	34,560	 
	 	 	1,027,908
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vessel Moorings/Trusses/Capturing Devices
	 	 	1	 	 	LS	 	 	2,183,000.00	 	 	 	2,183,000	 
	 	 	Pad Eye Installation (by Bollinger)
	 	 	72	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Temp Mooring
	 	 	3	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Install Pile Capture Devices
	 	 	72	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Install Truss Sections at Bridge Beam Infill (by Bollinger)
	 	 	72	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Install Bridge Beams (2 ea 12’ x 240’)
	 	 	5,760	 	 	SF	 	W/Above	 	 	 	 	 
	 	 	Pile Caps Chain/Clevis/Tumbuckle: Install
	 	 	72	 	 	EA	 	W/Above	 	 	 	 	 
	 	 	Furnish Temp Bridge Beams (28EA x W13 x 108)
	 	 	49	 	 	TONS	 	W/Above	 	 	 	 	 
	 	 	Gusset Plates / Temp Chocks
	 	 	4	 	 	TONS	 	W/Above	 	 	 	 	 
	 	 	2,183,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	MCC Support for Temp Mooring
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Additional Tug Time
	 	 	2	 	 	DAYS	 	 	4,800.00	 	 	 	9,600	 
	#A-38	 	Installation of Paddlewheel
	 	 	1	 	 	ALLOW	 	 	15,000.00	 	 	 	15,000	 
	 	 	24,600
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

58 of 93

 

BATON ROUGE CASINO MARINE

	 	 	 	 	 

	   

	 	GSF
	 	226,634 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/O2/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Shoreblock
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Basin Shoreblock system (includes fabric, anchors, gravel, grout and concrete)
	 	 	1	 	 	LS	 	 	1,276,026.00	 	 	 	1,276,026	 
	 	 	Added Revetment per RFl 67
	 	 	1	 	 	LS	 	 	125,426.00	 	 	 	125,426	 
	 	 	RFI 06 Grout / Cut in at Low Rise Structure
	 	 	1	 	 	LS	 	 	93,530.00	 	 	 	93,530	 
	 	 	Vessel: ShoreBlock (includes anchors and void fill, with above)
	 	 	196,242	 	 	SF	 	W/Above	 	 	 	 	 
	 	 	Vessel: Concrete at end of shore blocks (20% Swell, with above)
	 	 	30	 	 	CY	 	W/Above	 	 	 	 	 
	 	 	Vessel: Filter fabric at blocks (with above)
	 	 	196,242	 	 	SF	 	W/Above	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Rise: ShoreBlock (includes anchors and void fill)
	 	 	26,000	 	 	SF	 	 	7.00	 	 	 	182,000	 
	 	 	Low Rise: Concrete at end of shore blocks (20% Swell) (included with above)
	 	 	 	 	 	CY	 	W/Above	 	 	 	 	 
	 	 	Low Rise: Filter fabric at blocks (with above)
	 	 	26,000	 	 	SF	 	W/Above	 	 	 	 	 
	 	 	1,676,982
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	AOCE Work Stoppage
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Work Stoppage due to ACOE MOD Approval:
01/26/11 thru 01/27/11
	 	 	1	 	 	LS	 	$	28,064.00	 	 	 	28,064	 
	 	 	28,064
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Utility Connections to Casino (with Site)
	 	 	 	 	 	 	 	W/ M & E GMP	 	 	 	 	 
	 	 	Concrete Utility Trench To Barge (3/C-14.2)
	 	 	0	 	 	LF	 	Not Required	 	 	 	 	 
	 	 	Connection at Bridges to Barge (4/C-14.2) W/
Bridge (Above ground)
	 	 	0	 	 	LF	 	W/ M & E GMP	 	 	 	 	 
	 	 	Chilled water lines (With Site Utilities)
	 	 	0	 	 	LF	 	W/Site	 	 	 	 	 
	 	 	Domestic, Hot and cold water lines (With Site Utilities)
	 	 	0	 	 	LF	 	W/Site	 	 	 	 	 
	 	 	2” Gas line (With Site Utilities)
	 	 	0	 	 	LF	 	W/Site	 	 	 	 	 
	 	 	Electrical Conduits 4” (With Site Utilities)
	 	 	0	 	 	LF	 	W/ M & E GMP	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ballasting and Connection Support (LPA)
	 	 	1	 	 	LS	 	 	150,000.00	 	 	 	150,000	 
	 	 	150,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pump Room Final Ballast/Bilge Site Install
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Final Install and commissioning of Ballast/Bilge Monitoring System
	 	 	1	 	 	LS	 	 	8,000.00	 	 	 	8,000	 
	 	 	Cabling from Pump Room to Remote Panel at Vessel Control Room (W/ Electrical)
	 	 	1	 	 	LS	 	 	 	 	 	 	0	 
	 	 	8,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vessel Restraint Field Adjustments/Ballasts (MCC)
	 	 	26	 	 	WKS	 	 	3,000.00	 	 	 	77,940	 
	 	 	77,940
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

59 of 93

 

BATON ROUGE CASINO MARINE

	 	 	 	 	 

	   

	 	GSF
	 	226,634 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Vessel Restraint Monitoting System
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Strain Gauges
	 	 	72	 	 	EA	 	 	5,034.00	 	 	 	362,448	 
	 	 	Cables for Strain Gauges
	 	 	72	 	 	EA	 	 	660.00	 	 	 	47,520	 
	 	 	Additional Technical Support
	 	 	1	 	 	WK	 	 	7,500.00	 	 	 	7,500	 
	 	 	Low Volatge Cabling / Connectors for Strain Gauge
Local & Control Room Monitoring System
	 	 	72	 	 	EA	 	 	1,600.00	 	 	 	115,200	 
	 	 	532,668
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	TOTAL COSTS
	 	 	 	 	 	 	 	 	 	 	 	 	13,313,596	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	13,313,596	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	 	166,420	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	 	690,325	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	 	25,732	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	 	29,290	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	 	106,509	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	 	2,663	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	14,334,534	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	 	465,872	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	 	14,800,406	 
	 	 	MCC Contingency @ 3% times Cost of Work
	 	 	 	 	 	 	 	 	3.00	%	 	 	399,408	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	 	15,199,814	 
	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	 	 	67	 

5/25/2011

 

60 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF
	 	25,369 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Division 2 — Sitework:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clear and Grub
	 	 	1	 	 	LS	 	 	7,358.00	 	 	 	7,358	 
	 	 	Grading / Backfill
	 	 	1	 	 	LS	 	 	22,482.00	 	 	 	22,482	 
	 	 	29,840
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Inspections, Oversight Testing (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	18” Auger Cast Piles at Support Facility (18”x120)
	 	 	15,640	 	 	LF	 	 	25.76	 	 	 	402,886	 
	 	 	Mobilization: In/Out -
	 	 	1	 	 	LS	 	 	86,000.00	 	 	 	86,000	 
	 	 	Unforeseen Site Conditions — Abandoned Tank
	 	 	1	 	 	LS	 	 	69,911.00	 	 	 	69,911	 
	 	 	Unforeseen Site Conditions — Abandoned Tank
	 	 	1	 	 	LS	 	 	7,500.00	 	 	 	7,500	 
	 	 	566,297
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clean Top of Pile
	 	 	120	 	 	EA	 	 	25.00	 	 	 	3,000	 
	 	 	3,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 2 — Subtotal
	 	 	 	 	 	 	 	 	7.99	 	 	 	599,137	 
	 	 	Division 3 — Concrete:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Frame (F/P/F) — Support Facility/Central Plant
	 	 	32,363	 	 	SF	 	 	20.83	 	 	 	674,121	 
	 	 	Concrete Frame (F/P/F) — Equipment Yard
	 	 	1	 	 	LS	 	 	121,973.00	 	 	 	121,973	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	796,094
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	ACOE Work Stoppage
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Work Stoppage due to ACOE MOD Approval: 01/26/11 thru 02/08/11
	 	 	1	 	 	LS	 	 	41,528.00	 	 	 	41,528	 
	 	 	41,528
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Caps (with above)
	 	 	5,628	 	 	CF	 	W/ Above	 	 	 	 	 
	 	 	Plinths (with above)
	 	 	196	 	 	LF	 	W/ Above	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Steel Materials
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Bars(10#/SF)
	 	 	189	 	 	TN	 	 	763.00	 	 	 	144,207	 
	 	 	Mesh
	 	 	 	 	 	SQS	 	 	19.40	 	 	 	0	 
	 	 	Form Saver Material
	 	 	256	 	 	EA	 	 	22.89	 	 	 	5,860	 
	 	 	150,067
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rein installation (with Concrete Frame)
	 	 	 	 	 	 	 	 	—	 	 	 	 	 
	 	 	Bars
	 	 	189	 	 	TN	 	 	295.00	 	 	 	55,755	 
	 	 	Mesh
	 	 	0	 	 	SQS	 	 	 	 	 	 	0	 
	 	 	Form Saver Labor
	 	 	256	 	 	EA	 	 	10.00	 	 	 	2,560	 
	 	 	58,315
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ready-mix Materials
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	5000 PSI Grade Beams / Caps
	 	 	602	 	 	CY	 	 	97.01	 	 	 	58,400	 
	 	 	5000 PSI SOG (Cooling Tower Area)
	 	 	57	 	 	CY	 	 	97.01	 	 	 	5,530	 
	 	 	2000 PSI Mud Slab
	 	 	584	 	 	CY	 	 	87.20	 	 	 	50,925	 
	 	 	5000 PSI Perimeter Wall
	 	 	546	 	 	CY	 	 	103.55	 	 	 	56,538	 
	 	 	5000 PSI Plinths
	 	 	12	 	 	CY	 	 	99.19	 	 	 	1,190	 

5/25/2011

 

61 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF
	 	25,369 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	5000 PSI 12” Flat Slab (includes equip yard)
	 	 	1,422	 	 	CY	 	 	94.83	 	 	 	134,848	 
	 	 	5000 PSI Cooling Tower Columns
	 	 	34	 	 	CY	 	 	94.83	 	 	 	3,224	 
	 	 	310,655
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Housekeeping Equipment Pads at Central Plant
	 	 	2,000	 	 	SF	 	 	5.00	 	 	 	10,000	 
	 	 	10,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Walk-In Cooler
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Styrafoam
	 	 	2,000	 	 	SF	 	 	3.00	 	 	 	6,000	 
	 	 	F/R/P/P/F Topping Slab
	 	 	2,000	 	 	SF	 	 	6.00	 	 	 	12,000	 
	 	 	18,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vertical Hoisting
	 	 	1	 	 	LS	 	W/ Above	 	 	 	 	 
	 	 	Engineering / Layout
	 	 	1	 	 	LS	 	W/ Above	 	 	 	 	 
	 	 	Fuel, Filter and Operator with above
	 	 	1	 	 	LS	 	W/ Above	 	 	 	 	 
	 	 	Lull Rent
	 	 	2	 	 	MO	 	 	2,600.00	 	 	 	5,200	 
	 	 	Lull Fuel & Maint
	 	 	2	 	 	MO	 	 	1,000.00	 	 	 	2,000	 
	 	 	Lull Operator
	 	 	9	 	 	WKS	 	 	3,800.00	 	 	 	32,908	 
	 	 	40,108
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Concrete Testing
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Material Testing Services/Inspection (By Owner)
	 	 	 	 	 	 	 	NIC	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 3 — Subtotal
	 	 	 	 	 	 	 	 	19.01	 	 	 	1,424,768	 
	 	 	Division 4 — Masonry:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Interior CMU Partitions @ Support Facility Warehouse/
MEP Areas (Average 28’ Tall)
	 	 	17,080	 	 	SF	 	 	12.00	 	 	 	204,960	 
	 	 	Interior CMU Partitions @ Central Plant (Average 19’ Tall)
	 	 	608	 	 	SF	 	 	12.00	 	 	 	7,296	 
	 	 	Exterior CMU @ Central Plant
	 	 	5,600	 	 	SF	 	 	14.00	 	 	 	78,400	 
	 	 	Exterior CMU Partitions @ X-Fmr Yard (10’ AFF
	 	 	2,850	 	 	SF	 	 	14.00	 	 	 	39,900	 
	 	 	330,556
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CMU
Reinforcing Steel
	 	 	5	 	 	TN	 	 	763.00	 	 	 	3,815	 
	 	 	3,815
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 4 — Subtotal
	 	 	 	 	 	 	 	 	4.46	 	 	 	334,371	 
	 	 	Division 5 — Metals:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Support Facility
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Metal Building — Furnish
	 	 	26,589	 	 	SF	 	 	10.60	 	 	 	281,843	 
	 	 	Metal Building — Install
	 	 	26,589	 	 	SF	 	 	7.60	 	 	 	202,076	 
	 	 	483,920
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Central Plant/ Cooling Tower Structural Steel
Package per Addendum 17 (Postel Industries)
	 	 	1	 	 	LS	 	 	205,670	 	 	 	205,670	 
	 	 	Central Plant Roof Framing Structure (8#/SF)
	 	 	30	 	 	TN	 	W/ Above	 	 	 	 	 
	 	 	Cooling Tower Supports (1,800 SF @ 12#/SF)
	 	 	11	 	 	TN	 	W/ Above	 	 	 	 	 
	 	 	Cooling Tower Isolation Beams
	 	 	2	 	 	TN	 	W/ Above	 	 	 	 	 
	 	 	Access Walkway Grating at Towers
	 	 	1,800	 	 	SF	 	 	20.00	 	 	 	36,000	 
	 	 	Cooling Tower Railing (6 line, 42”)
	 	 	360	 	 	LF	 	 	150.00	 	 	 	54,000	 
	 	 	Cooling Tower Access Ladder
	 	 	1	 	 	EA	 	 	2,500.00	 	 	 	2,500	 
	 	 	Add Additional Electrical Steel Platform / Grating
	 	 	240	 	 	SF	 	 	30.00	 	 	 	7,200	 
	 	 	305,370
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

62 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF 25,369	 	  

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Misc Metals (.5#/SF)
	 	 	6	 	 	TN	 	 	4,500.00	 	 	 	28,540	 
	 	 	28,540
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 5 — Subtotal
	 	 	 	 	 	 	 	 	10.91	 	 	 	817,830	 
	 	 	Division 6 — Carpentry:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rough Carpentry
	 	 	25,369	 	 	GSF	 	 	0.50	 	 	 	12,685	 
	 	 	Temp Protection
	 	 	25,369	 	 	GSF	 	 	0.25	 	 	 	6,342	 
	 	 	19,027
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vanities at Locker Rooms
	 	 	48	 	 	LF	 	 	75.00	 	 	 	3,600	 
	 	 	Vanities at Restrooms
	 	 	10	 	 	LF	 	 	75.00	 	 	 	750	 
	 	 	4,350
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	4’ Diamond Plate Wainscot w 2x6 chair and base at
BOH Corridor (454LF)
	 	 	1,816	 	 	SF	 	 	25.00	 	 	 	45,400	 
	 	 	12,685
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 6 — Subtotal
	 	 	 	 	 	 	 	 	0.92	 	 	 	68,777	 
	 	 	Division 7 — Waterproofing:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	WP, DP, Caulking
	 	 	5,600	 	 	SF	 	 	1.25	 	 	 	7,000	 
	 	 	Expansion Joint Assemblies
	 	 	0	 	 	LF	 	 	 	 	 	 	0	 
	 	 	7,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Roofing & Sheet Metal — meets 140 MPH Code
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	SBS Built-up Roofing at Central Plant Building
	 	 	7,611	 	 	SF	 	 	18.00	 	 	 	136,998	 
	 	 	Roofing at Support Facility w/ Mtl Building Supplier
	 	 	26,250	 	 	SF	 	 	—	 	 	 	0	 
	 	 	$136,998
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 7 — Subtotal
	 	 	 	 	 	 	 	 	1.92	 	 	 	143,998	 
	 	 	Division 8 — Doors & Windows:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Doors / Frames / Hardware
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Frames: 3o 7o Interior
	 	 	22	 	 	EA	 	 	95.92	 	 	 	2,110	 
	 	 	Hollow Metal Frames: 6o 7o Interior
	 	 	12	 	 	EA	 	 	100.28	 	 	 	1,203	 
	 	 	Hollow Metal Frames: 3o 7o Exterior
	 	 	2	 	 	EA	 	 	95.92	 	 	 	192	 
	 	 	Hollow Metal Frames: 6o 7o Exterior
	 	 	8	 	 	EA	 	 	100.28	 	 	 	802	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Doors: 3o 7o Interior
	 	 	22	 	 	LVS	 	 	231.08	 	 	 	5,084	 
	 	 	Hollow Metal Doors: 6o 7o PR Interior
	 	 	24	 	 	LVS	 	 	231.08	 	 	 	5,546	 
	 	 	Hollow Metal Doors: 3o 7o Exterior
	 	 	2	 	 	LVS	 	 	231.08	 	 	 	462	 
	 	 	Hollow Metal Doors: 6o 7o PR Exterior
	 	 	16	 	 	LVS	 	 	231.08	 	 	 	3,697	 
	 	 	19,097
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Unload/Distribute HM Doors & Frames
	 	 	64	 	 	EA	 	 	12.00	 	 	 	768	 
	 	 	Hang HM Doors
	 	 	64	 	 	EA	 	 	65.00	 	 	 	4,160	 
	 	 	Install Hardware
	 	 	64	 	 	SETS	 	 	100.00	 	 	 	6,400	 
	 	 	11,328
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Hardware
	 	 	64	 	 	SETS	 	 	325.00	 	 	 	20,800	 
	 	 	Add for Electrified Security Hardware (F & I by Security Contractor)
	 	 	0	 	 	EA	 	 	 	 	 	 	0	 
	 	 	20,800
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

63 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF 25,369	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Overhead Doors
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior OH
Coiling Doors (10’x12’ Electric)
	 	 	4	 	 	EA	 	 	12,000.00	 	 	 	48,000	 
	 	 	Interior OH Coiling Doors- Warehouse (8’x10’)
	 	 	2	 	 	EA	 	 	5,000.00	 	 	 	10,000	 
	 	 	58,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	 	 	 	1.46	 	 	 	109,225	 
	 	 	Division 9 — Finishes:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Support Facility
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Drywall
	 	 	25,369	 	 	GSF	 	 	15.00	 	 	 	380,535	 
	 	 	Acoustical Ceilings
	 	 	12,057	 	 	SF	 	 	3.00	 	 	 	36,171	 
	 	 	Gyp Board Walls- One Side (Perimeter) to 10’ AFF
	 	 	3,350	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Gyp Board Walls- Two Side Interior to 10’ AFF
	 	 	5,500	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Gyp Board Walls- Two Side MR @ Wet Areas to 10’ AFF
	 	 	3,000	 	 	SF	 	 	 	 	 	 	0	 
	 	 	416,706
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ceramic Tile
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	1	 	 	LS	 	 	53,012.00	 	 	 	53,012	 
	 	 	Ceramic Tile at Floor
	 	 	2,167	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Ceramic Tile at Showers
	 	 	924	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Ceramic Tile at Wet Walls
	 	 	1,026	 	 	SF	 	 	 	 	 	 	0	 
	 	 	53,012
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Carpet Install / VCT
	 	 	1	 	 	LS	 	 	12,403.20	 	 	 	12,403	 
	 	 	VCT
	 	 	6,937	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Carpet Install (Direct Glue Down)
	 	 	207	 	 	SY	 	 	 	 	 	 	0	 
	 	 	12,403
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sealed Concrete
	 	 	12,811	 	 	SF	 	 	0.75	 	 	 	9,608	 
	 	 	9,608
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Painting & Textured Coatings
	 	 	25,369	 	 	GSF	 	 	2.25	 	 	 	57,080	 
	 	 	57,080
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Central Plant
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Paint Exterior CMU Screenwall
	 	 	5,547	 	 	SF	 	 	3.00	 	 	 	16,641	 
	 	 	16,641
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	7.54	 	 	 	565,451	 
	 	 	Division 10 — Specialties:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection Specialties
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	FE & Cabinets
	 	 	3	 	 	EA	 	 	100.00	 	 	 	300	 
	 	 	FE Cabinets: Installation
	 	 	3	 	 	EA	 	 	85.00	 	 	 	255	 
	 	 	555
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Toilet & Bath Accessories
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Framed Mirrors
	 	 	11	 	 	EA	 	 	80.00	 	 	 	880	 
	 	 	Grab Bar- 30”
	 	 	5	 	 	EA	 	 	28.00	 	 	 	140	 
	 	 	Grab Bar- 36”
	 	 	13	 	 	EA	 	 	30.00	 	 	 	390	 
	 	 	Janitor Accessories/ Mop Hook
	 	 	1	 	 	EA	 	 	50.00	 	 	 	50	 
	 	 	Paper Towel/ Trash Receptacle
	 	 	5	 	 	EA	 	 	250.00	 	 	 	1,250	 
	 	 	Sanitary Napkin Disp
	 	 	2	 	 	EA	 	 	250.00	 	 	 	500	 
	 	 	Shower Curtain/ Rod
	 	 	12	 	 	EA	 	 	100.00	 	 	 	1,200	 

5/25/2011

 

64 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF
	 	25,369 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Soap Dispenser
	 	 	11	 	 	EA	 	 	43.00	 	 	 	473	 
	 	 	Toilet Compartments- ADA
	 	 	4	 	 	EA	 	 	1,600.00	 	 	 	6,400	 
	 	 	Toilet Compartments- Standard
	 	 	10	 	 	EA	 	 	1,500.00	 	 	 	15,000	 
	 	 	Toilet Paper Disp
	 	 	15	 	 	EA	 	 	45.00	 	 	 	675	 
	 	 	Towel Hook
	 	 	12	 	 	EA	 	 	25.00	 	 	 	300	 
	 	 	Urinal Screen
	 	 	2	 	 	EA	 	 	750.00	 	 	 	1,500	 
	 	 	Toilet & Bath Accessories Installation
	 	 	103	 	 	EA	 	 	25.00	 	 	 	2,575	 
	 	 	31,333
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Louver @ Generator Room
	 	 	115	 	 	SF	 	 	45.00	 	 	 	5,175	 
	 	 	Louvers @ Central Plant Building
	 	 	905	 	 	SF	 	 	45.00	 	 	 	40,725	 
	 	 	45,900
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Awnings @ Support Building Exit Doors
	 	 	285	 	 	SF	 	 	25.00	 	 	 	7,125	 
	 	 	Covered Walkway @ Loading Dock
	 	 	1,040	 	 	SF	 	 	25.00	 	 	 	26,000	 
	 	 	33,125
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 10 — Subtotal
	 	 	 	 	 	 	 	 	1.48	 	 	 	110,913	 
	 	 	Division 11 — Equipment:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-29	 	Loading Dock Equipment
	 	 	1	 	 	ALLOW	 	 	50,000.00	 	 	 	50,000	 
	 	 	50,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Kitchen Equipment
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Support/Warehouse Equipment
	 	 	1	 	 	LS	 	 	362,615.00	 	 	 	362,615	 
	 	 	Refrigeration Racks
	 	 	1	 	 	LS	 	 	574,750.00	 	 	 	574,750	 
	 	 	937,365
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Walk-In Cooler/Freezer Slabs
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Styrofoam (Assume 2,000 SF)
	 	 	2,000	 	 	SF	 	 	2.50	 	 	 	5,000	 
	 	 	Topping Slab (Assume 2,000SF)
	 	 	2,000	 	 	SF	 	 	3.50	 	 	 	7,000	 
	 	 	12,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 11 — Subtotal
	 	 	 	 	 	 	 	 	13.33	 	 	 	999,365	 
	 	 	Division 12 — Furniture:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	Division 13 — Special Construction:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	Division 14 — Conveying Systems:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	Division 15 — Mechanical:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Mechanical GMP — Central Plant
	 	 	1	 	 	LS	 	 	2,971,977.00	 	 	 	2,971,977	 
	 	 	Extended General Conditions thru 5/21/2012
	 	 	1	 	 	LS	 	 	44,579.66	 	 	 	44,580	 
	 	 	Plumbing (with HVAC) 
	 	 	25,369	 	 	GSF	 	 	 	 	 	w/ Mech GMP	 
	 	 	HVAC
— Chillers/Pumps/CT’s/Piping in Plant
	 	 	2,400	 	 	TN	 	 	 	 	 	w/ Mech GMP	 
	 	 	HVAC —
Boilers/Pumps/ET’s/Piping in Plant
	 	 	3,200	 	 	TN	 	 	 	 	 	Removed — VE	 
	 	 	Water —
Softener
	 	 	1	 	 	LS	 	 	 	 	 	Removed — VE	 
	 	 	Diesel Fuel Tank Pumping System
	 	 	1	 	 	LS	 	 	 	 	 	w/ M & E GMP	 
	 	 	3,016,557
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

65 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF 25,369
	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Mechanical GMP — Support Facility
	 	 	1	 	 	LS	 	 	1,052,132.00	 	 	 	1,052,132	 
	 	 	Support Facility (HVAC/Plumbing/HW & CW Piping to Plant Overhead)
	 	 	25,369	 	 	GSF	 	 	 	 	 	w/ Mech GMP	 
	 	 	1,052,132
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection Systems
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection: New
	 	 	25,369	 	 	GSF	 	 	2.50	 	 	 	63,423	 
	 	 	Diesel Fire Pump System
	 	 	1	 	 	LS	 	 	96,000.00	 	 	 	96,000	 
	 	 	159,423
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	 	 	 	56.41	 	 	 	4,228,111	 
	 	 	Division 16 — Electrical:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	LS	 	 	3,007,584.00	 	 	 	3,007,584	 
	 	 	Extended General Conditions thru 5/21/2012
	 	 	1	 	 	LS	 	 	45,113.76	 	 	 	45,114	 
	 	 	Electrical
	 	 	25,369	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	(2) 2000 KW Generators and 10,000 gal Tanks
	 	 	4	 	 	kw	 	 	 	 	 	w/ Elect GMP
	 	 	Switchgear for Hotel
	 	 	197,166	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	Switchgear for Vessel
	 	 	163,929	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	Switchgear for Low Rise
	 	 	66,222	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	3,052,698
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-59	 	Hotel Surveillance/Security: No Equipment
	 	 	25,369	 	 	GSF	 	 	2.00	 	 	 	50,738	 
	 	 	50,738
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-57	 	Communication/Data: No Devices/Equipment
	 	 	25,369	 	 	GSF	 	 	2.00	 	 	 	50,738	 
	 	 	50,738
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-58	 	AV/Sound
	 	 	25,369	 	 	GSF	 	 	1.00	 	 	 	25,369	 
	 	 	25,369
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm System
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm: Design/Materials/Testing
	 	 	25,369	 	 	GSF	 	 	 	 	 	w/ Elect GMP
	 	 	Fire Alarm Installation: Electrician
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	 	 	 	42.42	 	 	 	3,179,543	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TOTAL COSTS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	12,581,488	 

5/25/2011

 

66 of 93

 

BATON ROUGE CENTRAL PLANT — SCHEME 5

	 	 	 	 	 

	   

	 	GSF
	 	25,369 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	12,581,488	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	157,269	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	658,183	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	31,870	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	27,679	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	100,652	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	2,516	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	13,559,657	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	440,689	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	14,000,346	 
	 	 	MCC Contingency @ 4% times Cost of Work
	 	 	 	 	 	 	 	 	4.00	%	 	$	754,889	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	14,755,235	 
	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	 	 	581.62	 

5/25/2011

 

67 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO VESSEL

	 	 	 	 	 

	   

	 	GSF 226,634
	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Vessel Barges & Trusses: Bollinger
	 	 	1	 	 	LS	 	 	20,065,329	 	 	 	20,065,329	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Vessel Barges Truss In-Fill: Bollinger
	 	 	1	 	 	LS	 	 	284,215	 	 	 	284,215	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Addendum #2 - LPA document revisions
	 	 	1	 	 	LS	 	 	2,119,570	 	 	 	2,119,570	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Addendum #3 - LPA document revisions
	 	 	1	 	 	LS	 	 	—	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Addendum #4 - LPA document revisions
	 	 	1	 	 	LS	 	 	722,922	 	 	 	722,922	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Contingency for Truss Pile Cap Alignment Addenda (with Addenda 2)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Remote Ballasting Tank Monitoring System (W/ Marine Work)
	 	 	1	 	 	LS	 	W/ Marine	 	 	 	 	 
	 	 	Beam Doubler Plates (Temp Barge Beams)
	 	 	1	 	 	LS	 	 	48,299	 	 	 	48,299	 
	 	 	Pile Capture Chain Restraint Receive / Load Out
	 	 	72	 	 	EA	 	 	650	 	 	 	46,800	 
	 	 	23,287,135
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hydraulic Motor System
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Paddlewheel Hydro Motor System
	 	 	1	 	 	LS	 	 	295,000	 	 	 	295,000	 
	 	 	Install Paddlewheel Hydro Motor System
	 	 	1	 	 	LS	 	 	139,000	 	 	 	139,000	 
	 	 	434,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Premium to Apply Deck Top Coat at the Site
	 	 	77,760	 	 	SF	 	 	0.30	 	 	 	23,328	 
	 	 	23,328
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Safety Rails
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Barge Safety Rails @ Barge Platforms
	 	 	2,100	 	 	LF	 	 	10.00	 	 	 	21,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Barge Safety Cages: Ships Ladder Temporary Cage
	 	 	6	 	 	EA	 	 	1,000.00	 	 	 	6,000	 
	 	 	Safety Equipment for Ballast Tank Air Quality
	 	 	1	 	 	LS	 	 	10,000.00	 	 	 	10,000	 
	 	 	Air Compressors Air Purging
	 	 	3	 	 	MO	 	 	1,150.00	 	 	 	3,450	 
	 	 	Temp Generator for Air Purging
	 	 	3	 	 	MO	 	 	4,000.00	 	 	 	12,000	 
	 	 	Vessel Tank Venting Labor
	 	 	4	 	 	WKS	 	 	4,000.00	 	 	 	16,000	 
	 	 	Air Quality Engineer Certification
	 	 	40	 	 	HR	 	 	200.00	 	 	 	8,000	 
	 	 	76,450
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Installation of Paddlewheel (with Marine)
	 	 	1	 	 	LS	 	W/ Marine	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	105.11	 	 	 	23,820,913	 

5/25/2011

 

68 of 93

 

BATON ROUGE CASINO VESSEL

	 	 	 	 	 

	GSF
	 	 	226,634	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	23,820,913	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Sub Guard@ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	5,425	 
	 	 	 	 	General Conditions
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	Building Permit
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	General Liability Insurance (Cost of
Work times .007)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	166,746	 
	 	 	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	LA Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	4,764	 
	 	 	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	23,997,849	 
	 	 	 	 	MCC Fee @ 1.00%
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	239,978	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	24,237,827	 
	 	 	 	 	MCC
Contingency @ .50% times Cost of
Work
	 	 	 	 	 	 	 	 	 	 	0.50	%	 	 	119,105	 
	 	 	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	24,356,932	 
	 	 	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	 	 	107.47	 

5/25/2011

 

 69 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 2
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Test Pile Program (split hotel/garage/low rise) — drive /mobilization
	 	 	1	 	 	LS	 	 	81,298.00	 	 	 	81,298	 
	 	 	Temp Road for Test Pile Program
	 	 	1	 	 	LS	 	 	25,000.00	 	 	 	25,000	 
	 	 	106,298
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Auger Cast Piles
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Auger Cast Piles (18′x122′)
	 	 	28,600	 	 	LF	 	 	21.50	 	 	 	614,900	 
	 	 	Auger Cast Pile Mobilization
	 	 	1	 	 	EA	 	 	74,000.00	 	 	 	74,000	 
	 	 	Add 51 ACP at Low Rise (issued after bid-IFC drawings)
	 	 	1	 	 	LS	 	 	171,202.00	 	 	 	171,202	 
	 	 	Add Rebar for Longer ACP @ Raised Caps in Berms
	 	 	1	 	 	LS	 	 	17,810.00	 	 	 	17,810	 
	 	 	RFI 006 Raise Top of Pile at Basin Berm
	 	 	1	 	 	LS	 	 	3,251.00	 	 	 	3,251	 
	 	 	ASI 006 Add ACP for Revised Column Location
	 	 	1	 	 	LS	 	 	3,595.00	 	 	 	3,595	 
	 	 	884,758
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Form / Place / Finish Pile Caps
	 	 	1	 	 	LS	 	 	180,290.00	 	 	 	180,290	 
	 	 	Structural Excavation and Backfill for Pile Caps
	 	 	1	 	 	LS	 	 	86,410.00	 	 	 	86,410	 
	 	 	Concrete and Reinforcing for Pile Caps
	 	 	1	 	 	LS	 	 	147,673.00	 	 	 	147,673	 
	 	 	RFI 49 Enlarge Podium Grade Beams
	 	 	1	 	 	LS	 	 	7,240.00	 	 	 	7,240	 
	 	 	Drill & Epoxy Additional Anchor Bolts
	 	 	1	 	 	LS	 	 	19,718.00	 	 	 	19,718	 
	 	 	441,331
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Stockpile Berm and Work around LR Steel
	 	 	1	 	 	LS	 	 	41,856.00	 	 	 	41,856	 
	 	 	Excavate Test Hole at Basin for Geo Eng
	 	 	1	 	 	LS	 	 	12,986.00	 	 	 	12,986	 
	 	 	Add Fill at Basin Added Ramp
	 	 	1	 	 	LS	 	 	12,986.00	 	 	 	12,986	 
	 	 	67,828
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 2 - Subtotal
	 	 	 	 	 	 	 	 	22.65	 	 	 	1,500,215	 
	 	 	DIVISION 3
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pump/Place/Finish Concrete SOMD
	 	 	70,601	 	 	SF	 	 	1.25	 	 	 	88,251	 
	 	 	Misc. Equipment Pads
	 	 	1,000	 	 	SF	 	 	5.50	 	 	 	5,500	 
	 	 	93,751
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Steel Materials (Bars)
	 	 	168	 	 	TONS	 	 	763.00	 	 	 	128,184	 
	 	 	Reinforcing Steel Materials (Mesh)
	 	 	774	 	 	SQS	 	 	19.40	 	 	 	15,017	 
	 	 	Formsaver Material at Pile Caps
	 	 	2,028	 	 	EA	 	 	21.66	 	 	 	43,923	 
	 	 	RFI 49 Enlarge Podium Grade Beams
	 	 	1	 	 	LS	 	 	5,462.00	 	 	 	5,462	 
	 	 	192,586
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Reinforcing Installation (Mesh)
	 	 	774	 	 	SQS	 	 	11.00	 	 	 	8,514	 
	 	 	Reinforcing Installation (Bars)
	 	 	168	 	 	TONS	 	 	295.00	 	 	 	49,560	 
	 	 	58,074
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ready-mix Materials 3500psi
	 	 	1,497	 	 	CY	 	 	88.29	 	 	 	132,170	 
	 	 	Ready-mix Materials 3500 LW
	 	 	16	 	 	CY	 	 	112.27	 	 	 	1,796	 
	 	 	133,966
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 70 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Crane #2- Liebherr 630
	 	 	12	 	 	MO	 	 	22,800.00	 	 	 	273,600	 
	 	 	Crane Foundation: F/P/P/F
	 	 	1	 	 	EA	 	 	40,350.00	 	 	 	40,350	 
	 	 	ACP Piles for TC2
	 	 	1	 	 	LS	 	 	33,760.00	 	 	 	33,760	 
	 	 	Crane Operators
	 	 	52	 	 	WK	 	 	3,800.00	 	 	 	197,448	 
	 	 	Lull Rent
	 	 	4	 	 	MO	 	 	2,600.00	 	 	 	10,400	 
	 	 	Lull Fuel & Maint
	 	 	4	 	 	MO	 	 	1,000.00	 	 	 	4,000	 
	 	 	Lull Operator
	 	 	17	 	 	WKS	 	 	3,800.00	 	 	 	64,600	 
	 	 	Safety Rails @ Podium: Install & Maintain
	 	 	800	 	 	LF	 	 	9.40	 	 	 	7,520	 
	 	 	631,678
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 3 - Subtotal
	 	 	 	 	 	 	 	 	16.76	 	 	 	1,110,056	 
	 	 	DIVISION 4
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Masonry (10′ tall BOH Corridor)
	 	 	5,580	 	 	SF	 	 	12.00	 	 	 	66,960	 
	 	 	66,960
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	CMU Reinforcing Steel
	 	 	2	 	 	TON	 	 	763.00	 	 	 	1,526	 
	 	 	1,526
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 4 - Subtotal
	 	 	 	 	 	 	 	 	1.03	 	 	 	68,486	 
	 	 	DIVISION 5
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Structural Steel
	 	 	1,187	 	 	TN	 	 	2,420.00	 	 	 	2,872,540	 
	 	 	Structural Steel Design Changes per ASI #15
	 	 	1	 	 	LS	 	 	238,400.00	 	 	 	238,400	 
	 	 	Structural Steel Mill Order Price Increase
	 	 	1	 	 	LS	 	 	54,000.00	 	 	 	54,000	 
	 	 	Store Steel
for to Work Stoppage due to Programming
Approval
	 	 	1	 	 	LS	 	 	12,500.00	 	 	 	12,500	 
	 	 	Move / Re-handle Steel due to Work Stoppage
	 	 	1	 	 	LS	 	 	30,000.00	 	 	 	30,000	 
	 	 	Structural Steel Design Changes: (12-28-10 to IFC)
	 	 	1	 	 	LS	 	 	352,208.00	 	 	 	352,208	 
	 	 	EPIC Deck Upgrade
	 	 	1	 	 	LS	 	 	156,000.00	 	 	 	156,000	 
	 	 	3,715,648
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Area 3 Steel Erection Escalation
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Premium for Steel Erection due to River Level
	 	 	1	 	 	LS	 	 	90,000.00	 	 	 	90,000	 
	 	 	Premium for Steel Erection Divers
	 	 	18	 	 	DAYS	 	 	2,500.00	 	 	 	45,000	 
	 	 	135,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Metal Floor Deck (with above)
	 	 	37,200	 	 	SF	 	W/ Above	 	 	 	 	 
	 	 	Metal Roof Deck (with above)
	 	 	88,100	 	 	SF	 	W/ Above	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Miscellaneous Metals
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Miscellaneous Metals (.75#/SF)
	 	 	25	 	 	TN	 	 	4,500.00	 	 	 	111,750	 
	 	 	Rail at Cat Walk
	 	 	720	 	 	LF	 	 	110.00	 	 	 	79,200	 
	 	 	Guard Rail at Exit Bridge
	 	 	1	 	 	LS	 	 	17,000.00	 	 	 	17,000	 
	 	 	Vessel Perimeter Picket Railing
	 	 	531	 	 	LF	 	 	250.00	 	 	 	132,750	 
	 	 	Stair #1
	 	 	40	 	 	RISER	 	 	650.00	 	 	 	26,000	 
	 	 	Stair #2
	 	 	134	 	 	RISER	 	 	650.00	 	 	 	87,100	 
	 	 	Stair #4
	 	 	15	 	 	RISER	 	 	650.00	 	 	 	9,750	 
	 	 	463,550
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 71 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	33,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	RTU Privacy Screen
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Support Steel Privacy Screen at Roof (10#/SF)
	 	 	22	 	 	TN	 	 	4,000.00	 	 	 	86,180	 
	 	 	Support Steel Privacy Screen at Roof (10#/SF)
	 	 	14	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-1	 	Delete Support Steel Privacy Screen at Roof (10#/SF)
	 	 	1	 	 	ALLOW	 	 	(86,180.00	)	 	 	-86,180	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ornamental Metals (with Div 9 Buildout)
	 	 	 	 	 	 	 	W/ Div. 9 & 6	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 5 - Subtotal
	 	 	 	 	 	 	 	 	65.15	 	 	 	4,314,198	 
	 	 	DIVISION 6
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rough Carpentry
	 	 	66,222	 	 	GSF	 	 	1.00	 	 	 	66,222	 
	 	 	Temporary Protection
	 	 	66,222	 	 	GSF	 	 	1.50	 	 	 	99,333	 
	 	 	165,555
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Plywood
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TPO Plywood Substrate Deck @ Epideck
	 	 	16,245	 	 	SF	 	 	3.50	 	 	 	56,858	 
	 	 	56,858
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Misc BOH Millwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Storage 1103 Uppers / Lowers
	 	 	8	 	 	LF	 	 	280	 	 	 	2,240	 
	 	 	Office 1104 Uppers / Lowers
	 	 	8	 	 	LF	 	 	280	 	 	 	2,240	 
	 	 	Coats 1200 Shelf / Hanging Rod
	 	 	17	 	 	LF	 	 	150	 	 	 	2,550	 
	 	 	Men’s Toilet 1125 Vanity
	 	 	2	 	 	LF	 	 	200	 	 	 	400	 
	 	 	Women’s Toilet 1126 Vanity
	 	 	2	 	 	LF	 	 	200	 	 	 	400	 
	 	 	Diamond Plate Wainscot with 2x6 Top/Bottom
	 	 	412	 	 	SF	 	 	25	 	 	 	10,300	 
	 	 	18,130
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Promenade / My Choice / Valet
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Vestibule
	 	 	1	 	 	LS	 	 	22,320	 	 	 	22,320	 
	 	 	Valet Counter / key Unit
	 	 	1	 	 	EA	 	 	32,370	 	 	 	32,370	 
	 	 	My Choice Counter / Cabinets
	 	 	1	 	 	EA	 	 	33,158	 	 	 	33,158	 
	 	 	Conceirge Desk
	 	 	1	 	 	EA	 	 	15,000	 	 	 	15,000	 
	 	 	Storage / Office Upper and Lowers
	 	 	1	 	 	LS	 	 	5,158	 	 	 	5,158	 
	 	 	Oil Rubbed Bronze at Header Elev +24 / +44
	 	 	8,500	 	 	SF	 	 	47	 	 	 	399,500	 
	#A-13	 	Delete Oil Rubbed Bronze at Promenade and use bronze
chem metal product
	 	 	1	 	 	ALLOW	 	 	-246,500	 	 	 	-246,500	 
	 	 	Ornamental Rail at Level 2 Bridge
	 	 	260	 	 	LF	 	 	400	 	 	 	104,000	 
	#A-13	 	Simplify guardrail at Level 2 Promenade Bridge
(reduce allowance)
	 	 	1	 	 	ALLOW	 	 	-52,000	 	 	 	-52,000	 
	 	 	Trim at Level 2 Bridge
	 	 	780	 	 	LF	 	 	25	 	 	 	19,500	 
	 	 	Stylemark
Corners
	 	 	9,120	 	 	LF	 	 	11	 	 	 	100,320	 
	 	 	Oiled Bronze with deco elements and wood louvers at
Fireplace
	 	 	500	 	 	SF	 	 	280	 	 	 	140,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Bronze beveled mirror with Black Frame at Fireplace
	 	 	335	 	 	SF	 	 	508	 	 	 	170,180	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Gold Colored Glass at Fireplace
	 	 	36	 	 	SF	 	 	150	 	 	 	5,400	 
	 	 	False Glass Wall System at Restroom Entry
	 	 	410	 	 	SF	 	 	137	 	 	 	56,170	 
	 	 	804,576
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 72 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	2 Meal / Grab N Go
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Main Bar at 2 Meal with Glass Counter Top with undermont TV / lower diewall
	 	 	70	 	 	LF	 	 	902	 	 	 	63,140	 
	 	 	Back Up Bar with Granite Counter Top at 2 Meal
	 	 	40	 	 	LF	 	 	673	 	 	 	26,920	 
	 	 	Bottle Display at Corner
	 	 	1	 	 	EA	 	 	10,734	 	 	 	10,734	 
	 	 	POS at Grab N Go
	 	 	1	 	 	EA	 	 	6,386	 	 	 	6,386	 
	 	 	Radiused Grab N Go Counter with lower diewall and display case
	 	 	42	 	 	LF	 	 	2,310	 	 	 	97,020	 
	 	 	Back Up Bar with Granite Counter Top at Grab N Go
	 	 	40	 	 	LF	 	 	335	 	 	 	13,400	 
	 	 	Metal Strapped Columns
	 	 	3	 	 	EA	 	 	1,744	 	 	 	5,232	 
	 	 	Wood Plank at Entry with Bronze Filagree
	 	 	421	 	 	SF	 	 	26	 	 	 	10,946	 
	 	 	Menu Boards
	 	 	4	 	 	EA	 	 	1,240	 	 	 	4,960	 
	 	 	Stylemark
Corners
	 	 	2,320	 	 	LF	 	 	11	 	 	 	25,520	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Bronze Standing Seam Metal Roof at 2 Meal Entry
	 	 	1,400	 	 	SF	 	 	101	 	 	 	141,400	 
	#A-13	 	Delete Standing Seam Metal Roof at 2 Meal and replace with painted metal roofing
	 	 	1	 	 	ALLOW	 	 	-85,400	 	 	 	-85,400	 
	 	 	Bronze
Standing Seam Metal Roof at GNG Entry
	 	 	1,005	 	 	SF	 	 	101	 	 	 	101,505	 
	#A-13	 	Delete Standing Seam Metal Roof at GNG and replace with painted metal roofing
	 	 	1	 	 	ALLOW	 	 	-61,305	 	 	 	-61,305	 
	 	 	“Hopes” Bronze Storefront at Entry to 2 Meal
	 	 	160	 	 	LF	 	 	767	 	 	 	122,720	 
	#A-13	 	Delete “Hopes” Bronze Storefront at Entry to 2 Meal and replace with standard bronze Aluminum Storefront
	 	 	1	 	 	ALLOW	 	 	-74,720	 	 	 	-74,720	 
	 	 	Glazing for “Hopes” Bronze Storefront at Entry to 2 Meal
	 	 	2,400	 	 	SF	 	 	83	 	 	 	199,200	 
	#A-13	 	Glazing for “Hopes” Bronze Storefront at Entry to 2 Meal
	 	 	1	 	 	ALLOW	 	 	-139,200	 	 	 	-139,200	 
	 	 	Operable “Garage Doors” at Entry to 2 Meal
	 	 	3	 	 	EA	 	 	51,925	 	 	 	155,775	 
	 	 	“Hopes” Bronze Storefront at Entry to Grab N Go
	 	 	67	 	 	LF	 	 	798	 	 	 	53,466	 
	#A-13	 	Delete “Hopes” Bronze Storefront at Entry to Grab N Go and replace with standard bronze Aluminum
Storefront
	 	 	1	 	 	ALLOW	 	 	-33,366	 	 	 	-33,366	 
	 	 	Red Tinted Glazing for “Hopes” Bronze Storefront at Entry to Grab N Go
	 	 	1,005	 	 	SF	 	 	118	 	 	 	118,590	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-13	 	Replace Red
Glazing for “Hopes” Bronze Storefront at Entry to Grab N Go to red tinited glass
	 	 	1	 	 	ALLOW	 	 	-93,465	 	 	 	-93,465	 
	 	 	Red Bronze Mullion Glass Interior Walls (4′ Knee Walls)
	 	 	60	 	 	LF	 	 	483	 	 	 	28,980	 
	 	 	Red Bronze Mullion Glass Interior Walls (12′ Full Ht Walls)
	 	 	45	 	 	LF	 	 	483	 	 	 	21,735	 
	 	 	720,173
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 73 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Steakhouse
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Host Stand at Entry
	 	 	1	 	 	LS	 	 	6,820	 	 	 	6,820	 
	 	 	Curved Bar at Promenade with Glass Bar Top and “waved” bar front
	 	 	70	 	 	LF	 	 	1,460	 	 	 	102,200	 
	 	 	Back Up Bar at Curved Bar with Granite Top with stemware display
	 	 	24	 	 	LF	 	 	1,576	 	 	 	37,824	 
	 	 	Wine Storage Cabinets w Black Metal Wine Racks and Colored Glass
	 	 	26	 	 	LF	 	 	1,413	 	 	 	36.738	 
	 	 	Blackened Wood Plank w Polished St Stl Straps at Wall on “L” line
	 	 	572	 	 	SF	 	 	105	 	 	 	60,060	 
	 	 	Black Metal Column Wraps at Main Dining
	 	 	6	 	 	EA	 	 	17,468	 	 	 	104,808	 
	#A-13	 	Change Black Metal Column Wraps (formed) at Main Dining in Steakhouse to drywall wrap wth metal cladding
	 	 	1	 	 	ALLOW	 	 	-40,308	 	 	 	-40,308	 
	 	 	Rivots at Columns
	 	 	1	 	 	LS	 	 	11,315	 	 	 	11,315	 
	 	 	Black Metal Column Wraps at Private Dining
	 	 	4	 	 	EA	 	 	3,798	 	 	 	15,192	 
	 	 	Wood / Glass Doors at RR Stalls
	 	 	3	 	 	EA	 	 	1,500	 	 	 	4,500	 
	 	 	Back Walls (6) Banquettes
	 	 	6	 	 	EA	 	 	5,890	 	 	 	35,340	 
	 	 	Booth Blockhead
	 	 	2	 	 	EA	 	 	6,340	 	 	 	12,680	 
	 	 	Table Low Walls
	 	 	3	 	 	EA	 	 	3,090	 	 	 	9,270	 
	 	 	Use of “reclaimed / Local” wood products
	 	 	1	 	 	LS	 	 	24,800	 	 	 	24,800	 
	 	 	Vanity and Granite Countertop at Restrooms
	 	 	28	 	 	SF	 	 	216	 	 	 	6,048	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Black Metal Tie Back Rods and Trellis
	 	 	1	 	 	LS	 	 	260,400	 	 	 	260,400	 
	#A-13	 	Reduce Size and Design of Trellis System
	 	 	1	 	 	ALLOW	 	 	-100,000	 	 	 	-100,000	 
	 	 	Standing Seam Metal Roof Structure at Entry
	 	 	1	 	 	LS	 	 	121,483	 	 	 	121,483	 
	#A-13	 	Change Standing Seam Metal Roof to Paint Grade Metal at Entry
	 	 	1	 	 	ALLOW	 	 	-25,000	 	 	 	-25,000	 
	 	 	Scotch Barrel Ceiling at Private Dining
	 	 	250	 	 	SF	 	 	126	 	 	 	31,500	 
	 	 	Black Metal Buttress at Ceiling
	 	 	6	 	 	EA	 	 	17,722	 	 	 	106,332	 
	#A-13	 	Change Black Metal Buttresses to Wood
	 	 	1	 	 	ALLOW	 	 	-46,332	 	 	 	-46,332	 
	 	 	Black Wood Beam Ceiling Finishes
	 	 	1	 	 	LS	 	 	157,403	 	 	 	157,403	 
	 	 	Black Wood Plank / Beam Ceiling at Entry (with above)
	 	 	358	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Black Wood Plank Ceiling at Wine Storages (with above)
	 	 	114	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Beveled Mirror with Black Frame at Ceilings above booths (with above)
	 	 	645	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Blackened Wood Plank w Polished St Stl Straps at Ceiling above Booths, on vertical surface (with above)
	 	 	540	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Beams at Fan Pop Ups (with above)
	 	 	7	 	 	EA	 	 	0	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-13	 	Delete Beveled/ Colored Glass Glazing System at Wine Storage and Restroom Wall at Steakhouse (Elev 8 & 9
22.001) and replace with Planked Wood with Pol Stl Straps (sim to 4/22.002)
	 	 	1	 	 	ALLOW	 	 	-46,240	 	 	 	-46,240	 
	 	 	Beveled/ Colored Glass Glazing System at Private Dining, Wine Storage and Restroom Wall
	 	 	140	 	 	LF	 	 	1,645	 	 	 	230,300	 

5/25/2011

 

 74 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Decorative Metal Screen at Private Dining
	 	 	480	 	 	SF	 	 	77	 	 	 	36,960	 
	 	 	Sliding Doors at Private Dining
	 	 	4	 	 	PR	 	 	9,959	 	 	 	39,836	 
	 	 	Swing Door at Private Dining
	 	 	2	 	 	PR	 	 	3,991	 	 	 	7,982	 
	 	 	Glazing system with Black Mullions at Steakhouse Façade / Entry
	 	 	42	 	 	LF	 	 	1,767	 	 	 	74,214	 
	#A-13	 	Change Glazing System from Steel to Wood at Exterior
	 	 	1	 	 	ALLOW	 	 	-23,814	 	 	 	-23,814	 
	 	 	Glazing system with Black Mullions at Steakhouse Entry
	 	 	20	 	 	LF	 	 	1,767	 	 	 	35,340	 
	#A-13	 	Change Glazing System from Steel to Wood at ENTRY
	 	 	1	 	 	ALLOW	 	 	-11,340	 	 	 	-11,340	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Wood Framed Mirror at Restrooms (FFE)
	 	 	0	 	 	EA	 	 	0	 	 	 	0	 
	 	 	1,276,311
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Restrooms (Rm 1166 / 1167 / 1168)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Vanity Apron / Granite Countertop
	 	 	24	 	 	LF	 	 	487	 	 	 	11,688	 
	 	 	Crown Moulding
	 	 	100	 	 	LF	 	 	40	 	 	 	4,000	 
	 	 	Wall Hung Solid Surface Partitions / Pilasters w Wood Doors
	 	 	9	 	 	EA	 	 	5,321	 	 	 	47,889	 
	#A-13	 	Revised Toilet Partitions to Drywall Front with Louvered Doors
	 	 	1	 	 	ALLOW	 	 	-16,389	 	 	 	-16,389	 
	 	 	Urinal Screens
	 	 	10	 	 	EA	 	 	117	 	 	 	1,170	 
	 	 	48,358
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 6 - Subtotal
	 	 	 	 	 	 	 	 	46.66	 	 	 	3,089,961	 
	 	 	DIVISION 7
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low-Rise Flat Roofs (TPO)
	 	 	1	 	 	LS	 	 	530,430	 	 	 	530,430	 
	 	 	Promenade SS Roofing over SIPS System
	 	 	1	 	 	LS	 	 	531,360	 	 	 	531,360	 
	#A-3	 	Delete Standing Seam room at Loading Dock
	 	 	1	 	 	ALLOW	 	 	(60,140	)	 	 	-60,140	 
	 	 	1,001,650
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Dampproofing @ EIFS System (with EIFS)
	 	 	32,584	 	 	SF	 	W/ EIFS	 	 	 	 
	 	 	Waterproofing @ Metal Panel System
	 	 	8,958	 	 	SF	 	 	6.15	 	 	 	55,092	 
	 	 	55,092
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sheet
Membrane Dampproofing at Exterior (with EIFS)
	 	 	1	 	 	LS	 	W/ EIFS	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Thermal Insulation beneath Lvl 53 Slab (open to exterior below)-
2# Foam NONE REQUIRED
	 	 	45,729	 	 	SF	 	NIC	 	 	 	 
	 	 	Thermal Insulation beneath Lvl 53 Slab at coolers
	 	 	2,000	 	 	SF	 	 	6.00	 	 	 	12,000	 
	 	 	12,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Wall Insulation (with Div 9 Framing Sub)
	 	 	 	 	 	 	 	W/ Drywall	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Waterproofing/ Soil Liner @ Planter- D2/LA5.10
	 	 	2,340	 	 	SF	 	 	4.00	 	 	 	9,360	 
	 	 	Stainless Steel Liner at Planter (Deleted per PNK)
	 	 	 	 	 	 	 	NIC	 	 	 	 
	 	 	9,360
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 75 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Joint Sealants @ EIFS System
	 	 	32,584	 	 	SF	 	 	0.50	 	 	 	16,292	 
	 	 	Joint Sealants @ Glazing Perimeter (w/ Glass)
	 	 	4,150	 	 	LF	 	W/ Glazing	 	 	 	 
	 	 	16,292
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	EIFS
	 	 	20,920	 	 	SF	 	 	12.75	 	 	 	266,730	 
	 	 	EIFS #2 (Corrugated Metal Look)
	 	 	11,664	 	 	SF	 	 	15.00	 	 	 	174,960	 
	 	 	Scaffold for EIFS
	 	 	1	 	 	LS	 	 	125,000.00	 	 	 	125,000	 
	 	 	566,690
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Decorative Panels at Tower (Signage by PNK)
	 	 	 	 	 	 	 	NIC	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-30	 	Feature Tower Upgrades Allowance
	 	 	1	 	 	ALLOW	 	 	100,000.00	 	 	 	100,000	 
	 	 	100,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Corrugated
Metal Panel System
	 	 	6,552	 	 	SF	 	 	15.00	 	 	 	98,280	 
	 	 	Composite Metal Panel at Planter
	 	 	1,365	 	 	SF	 	 	28.00	 	 	 	38,220	 
	#A-4	 	Delete Composite Metal Panel at Planter and replace with corrugated Metal Panel
	 	 	1	 	 	ALLOW	 	 	(17,745.00	)	 	 	-17,745	 
	 	 	Composite Metal Soffit at Steakhouse
	 	 	362	 	 	SF	 	 	28.00	 	 	 	10,136	 
	 	 	Metal Fascia at Steakhouse/East Elevation
	 	 	495	 	 	LF	 	 	28.00	 	 	 	13,860	 
	 	 	Composite Metal Panel at Steakhouse (Above windows)
	 	 	647	 	 	SF	 	 	28.00	 	 	 	18,116	 
	 	 	Column Wraps at Steakhouse
	 	 	902	 	 	SF	 	 	28.00	 	 	 	25,256	 
	#A-5	 	Replace Column Wraps at Steakhouse with EIFS
	 	 	1	 	 	ALLOW	 	 	(7,216.00	)	 	 	-7,216	 
	 	 	178,907
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Equipment
Screenwall- 20′ Avg Height
	 	 	3,144	 	 	SF	 	 	25.00	 	 	 	78,600	 
	 	 	Equipment
Screenwall- 8′ Avg Height
	 	 	1,165	 	 	SF	 	 	25.00	 	 	 	29,125	 
	 	 	Equipment Screenwall at 2 Meal
	 	 	2,700	 	 	SF	 	 	25.00	 	 	 	67,500	 
	#A-1	 	Eliminate Privacy/Equipment Screens at Roof of Low Rise (Add paint at
Mechanical Equipment, does not include 2 Meal screen)
	 	 	1	 	 	ALLOW	 	 	(107,725.00	)	 	 	-107,725	 
	 	 	67,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Planter Screen Wall
	 	 	6,552	 	 	SF	 	 	3.00	 	 	 	19,656	 
	 	 	19,656
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Expansion Joints
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	EJ1X (Interior Floor)
	 	 	48	 	 	LF	 	 	150.00	 	 	 	7,200	 
	 	 	EJ2-S (Exterior Floor)
	 	 	46	 	 	LF	 	 	150.00	 	 	 	6,900	 
	 	 	EJ7-FR (Interior Vertical)
	 	 	24	 	 	LF	 	 	150.00	 	 	 	3,600	 
	 	 	EJ8-FR (Interior Vertical)
	 	 	38	 	 	LF	 	 	150.00	 	 	 	5,700	 
	 	 	EJ10-FR (Roof to Building)
	 	 	72	 	 	LF	 	 	150.00	 	 	 	10,800	 
	 	 	EJ14 (Exterior Floor)
	 	 	120	 	 	LF	 	 	150.00	 	 	 	18,000	 
	 	 	52,200
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fireproofing
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Intumescent Coating (None)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 

5/25/2011

 

 76 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH
	 	 	26,463.00	 
	BOH
	 	 	39,759.00	 
	GSF
	 	 	66,222.00	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Cementitious Fireproofing @ Bottom of Lvl 53 Floor:
	 	 	59,613	 	 	SF	 	NIC	 	 	 	 	 
	 	 	SFRM Fireproofing @ Lvl 69 Roof (+13′-6′′ BOS)
	 	 	4,324	 	 	SF	 	 	2.00	 	 	 	8,648	 
	 	 	SFRM
Fireproofing @ Lvl 73 Roof GSF (+17′-9′′ BOS)
	 	 	27,376	 	 	SF	 	 	2.00	 	 	 	54,752	 
	 	 	SFRM Fireproofing @ Lvl 79 Stkhse Roof- (+23′-6′′ BOS)
	 	 	2,732	 	 	SF	 	 	2.00	 	 	 	5,464	 
	 	 	SFRM Fireproofing @ Lvl 77 Bridge GSF (+20′-8′′ BOS)
	 	 	3,090	 	 	SF	 	 	2.00	 	 	 	6,180	 
	 	 	SFRM Fireproofing High Promenade Roof- Area above LvI 77 Bridge only (lowest BOS ~19′-5′′ AFF)
	 	 	3,090	 	 	SF	 	 	2.00	 	 	 	6,180	 
	 	 	SFRM Fireproofing at remainder of High Promenade Roof assumed not required- (Lowest BOS ~45′-5′′ AFF)
	 	 	19,800	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Additional Mobilizations
	 	 	3	 	 	EA	 	 	2,000.00	 	 	 	6,000	 
	 	 	87,224
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 7 - Subtotal
	 	 	 	 	 	 	 	 	32.72	 	 	 	2,166,571	 
	 	 	DIVISION 8
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Frames: 3o 7o Interior
	 	 	30	 	 	EA	 	 	95.92	 	 	 	2,878	 
	 	 	Hollow Metal Frames: 6o 7o Interior
	 	 	14	 	 	EA	 	 	100.28	 	 	 	1,404	 
	 	 	Hollow Metal Frames: 3o 7o Exterior
	 	 	7	 	 	EA	 	 	95.92	 	 	 	671	 
	 	 	Hollow Metal Frames: 6o 7o Exterior
	 	 	18	 	 	EA	 	 	100.28	 	 	 	1,805	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Hollow Metal Doors: 3o 7o Interior
	 	 	30	 	 	LVS	 	 	231.08	 	 	 	6,932	 
	 	 	Hollow Metal Doors: 6o 7o PR Interior
	 	 	28	 	 	LVS	 	 	231.08	 	 	 	6,470	 
	 	 	Hollow Metal Doors: 3o 7o Exterior
	 	 	7	 	 	LVS	 	 	231.08	 	 	 	1,618	 
	 	 	Hollow Metal Doors: 6o 7o PR Exterior
	 	 	36	 	 	LVS	 	 	231.08	 	 	 	8,319	 
	 	 	30,097
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Standard Hardware @ HM Doors
	 	 	101	 	 	SETS	 	 	286.17	 	 	 	28,903	 
	 	 	Add for Electrified Security Hardware (F & I by Security Contractor)
	 	 	21	 	 	SETS	 	 	—	 	 	 	0	 
	 	 	28,903
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Wood Doors- Custom @ FOH- 3o 7o
	 	 	4	 	 	LVS	 	 	1,000.00	 	 	 	4,000	 
	 	 	Wood Doors- Custom @ FOH- 6o 7o PR
	 	 	8	 	 	LVS	 	 	1,000.00	 	 	 	8,000	 
	 	 	Wood Doors- Custom @- 3o 7o Bi-fold
	 	 	4	 	 	EA	 	 	2,000.00	 	 	 	8,000	 
	 	 	Wood Doors- Custom @- 6o 7o Bi-fold
	 	 	4	 	 	EA	 	 	2,000.00	 	 	 	8,000	 
	 	 	28,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Custom Hardware @ FOH Doors
	 	 	20	 	 	SETS	 	 	500.00	 	 	 	10,000	 
	 	 	10,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Unload/Distribute Doors
	 	 	121	 	 	EA	 	 	17.00	 	 	 	2,057	 
	 	 	Hang Doors
	 	 	121	 	 	EA	 	 	65.00	 	 	 	7,865	 
	 	 	9,922
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Hardware
	 	 	121	 	 	EA	 	 	100.00	 	 	 	12,100	 
	 	 	12,100
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 77 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 

	 	FOH  
	26,463.00
	 	BOH
	39,759.00
	 	GSF
	66,222.00

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Overhead Doors
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	OH Doors at Loading Dock
	 	 	2	 	 	EA	 	 	7,500.00	 	 	 	15,000	 
	 	 	15,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Wood Doors- Garage Type @ 2-Meal 8-6x11-6 (WITH MILLWORK)
	 	 	3	 	 	EA	 	 	 	 	 	W/ Millwork
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Glass Rail @ Bridge Promenade Balcony (NONE)
	 	 	250	 	 	LF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Skylight at Atrium (NONE)
	 	 	0	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Glass & Glazing
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Type ‘A’ Ext Storefront
	 	 	431	 	 	SF	 	 	65.00	 	 	 	28,015	 
	 	 	Type ‘B’ Ext Storefront
	 	 	134	 	 	SF	 	 	65.00	 	 	 	8,710	 
	 	 	Type ‘C’ Ext Storefront
	 	 	136	 	 	SF	 	 	65.00	 	 	 	8,840	 
	 	 	Type ‘CC’ Ext Storefront
	 	 	497	 	 	SF	 	 	65.00	 	 	 	32,305	 
	 	 	Type ‘D’ Ext Curtainwall
	 	 	1,319	 	 	SF	 	 	65.00	 	 	 	85,735	 
	 	 	Type ‘DD’ Ext Storefront
	 	 	276	 	 	SF	 	 	65.00	 	 	 	17,940	 
	 	 	Type ‘E’ Ext Curtainwall
	 	 	90	 	 	SF	 	 	65.00	 	 	 	5,850	 
	 	 	Type ‘F’ Ext Storefront
	 	 	314	 	 	SF	 	 	65.00	 	 	 	20,410	 
	 	 	Type ‘FF’ Ext Curtainwall
	 	 	500	 	 	SF	 	 	65.00	 	 	 	32,500	 
	 	 	Type ‘G’ Ext Storefront
	 	 	90	 	 	SF	 	 	65.00	 	 	 	5,850	 
	 	 	Type ‘GG’ Ext Curtainwall
	 	 	764	 	 	SF	 	 	65.00	 	 	 	49,660	 
	 	 	Type ‘H’ Ext Storefront
	 	 	370	 	 	SF	 	 	65.00	 	 	 	24,050	 
	 	 	Type ‘HH’ Ext Storefront
	 	 	604	 	 	SF	 	 	65.00	 	 	 	39,260	 
	 	 	Type ‘I’ Ext Storefront
	 	 	493	 	 	SF	 	 	65.00	 	 	 	32,045	 
	 	 	Type ‘II’ Ext Storefront
	 	 	382	 	 	SF	 	 	65.00	 	 	 	24,830	 
	 	 	Type ‘M’ Ext Storefront
	 	 	209	 	 	SF	 	 	65.00	 	 	 	13,585	 
	 	 	Type ‘N’ Ext Storefront
	 	 	393	 	 	SF	 	 	65.00	 	 	 	25,545	 
	 	 	Type ‘NN’ Ext Storefront
	 	 	570	 	 	SF	 	 	65.00	 	 	 	37,050	 
	 	 	Type ‘O’ Ext Storefront
	 	 	413	 	 	SF	 	 	65.00	 	 	 	26,845	 
	 	 	Type ‘P’ Ext Storefront
	 	 	225	 	 	SF	 	 	65.00	 	 	 	14,625	 
	 	 	Type ‘Q’ Ext Storefront
	 	 	1,488	 	 	SF	 	 	65.00	 	 	 	96,720	 
	 	 	Type ‘R’ Ext Storefront
	 	 	392	 	 	SF	 	 	65.00	 	 	 	25,480	 
	 	 	655,850
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Doors- Alum Storefront 3o x 7o
	 	 	2	 	 	LVS	 	 	4,250.00	 	 	 	8,500	 
	 	 	Exterior Doors- Alum Storefront 6o x 7o PR
	 	 	6	 	 	LVS	 	 	4,250.00	 	 	 	25,500	 
	 	 	Exterior Doors- Alum Storefront 8o x 7o PR
	 	 	4	 	 	LVS	 	 	4,250.00	 	 	 	17,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Doors- Alum Storefront 3o x 7o FIRE RATED
	 	 	10	 	 	LVS	 	 	7,500.00	 	 	 	75,000	 
	 	 	126,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Storefront: Entry & Vestibule (Doors with Bridge)
	 	 	 	 	 	SF	 	 	 	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Misc. Interior Glazing
	 	 	26,463	 	 	SF	 	 	0.10	 	 	 	2,646	 
	 	 	Storefront:
Retail: Assume 12′ x 10′ DELETED
	 	 	1	 	 	EA	 	NIC	 	 	 	 	 
	 	 	2,646
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 78 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clean Exterior Glass
	 	 	10,090	 	 	SF	 	 	0.50	 	 	 	5,045	 
	 	 	5,045
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Louver- Type ‘J’
	 	 	896	 	 	SF	 	 	35.00	 	 	 	31,360	 
	 	 	Louver- Type ‘JJ’
	 	 	385	 	 	SF	 	 	35.00	 	 	 	13,475	 
	 	 	Louver- Type ‘KK’
	 	 	245	 	 	SF	 	 	35.00	 	 	 	8,575	 
	 	 	53,410
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	 	 	 	14.75	 	 	 	976,973	 
	 	 	DIVISION 9
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Framing
	 	 	34,495	 	 	SF	 	 	12.00	 	 	 	413,940	 
	 	 	Drywall (Interior)
	 	 	66,222	 	 	GSF	 	 	11.00	 	 	 	728,442	 
	 	 	Upgrade Framing/Structural Steel at Promenade Fireplace Stone (5#/sf)
	 	 	1	 	 	TNS	 	 	2,800	 	 	 	3,290	 
	 	 	1,145,672
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Promenade / My Choice / Valet
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile / Stone Surfaces
	 	 	1	 	 	LS	 	 	753,952	 	 	 	753,952	 
	#A-14	 	Reduce scope of stone pilasters in Promenade and replace with resin panel or chem metal
	 	 	1	 	 	ALLOW	 	 	-200,000	 	 	 	-200,000	 
	 	 	Stone with divider strips and granite base at Promenade Columns up to Elev 44, includes decorative capital
	 	 	9	 	 	EA	 	 	0	 	 	 	0	 
	 	 	Stone Base (North Wall only)
	 	 	220	 	 	LF	 	 	0	 	 	 	0	 
	 	 	24"x24" Stone
	 	 	2,530	 	 	SF	 	 	0	 	 	 	0	 
	 	 	24"x24" Stone at Level 2 Bridge
	 	 	1,200	 	 	SF	 	 	0	 	 	 	0	 
	 	 	4"x4" Ceramic Tile at Steakhouse Bar
	 	 	400	 	 	SF	 	 	0	 	 	 	0	 
	 	 	4"x4" Ceramic Tile at Grab N Go
	 	 	88	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Wood Plank Tile
	 	 	1,942	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Wood Plank Tile at Level 2 Bridge
	 	 	1,000	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Stone at Fireplace
	 	 	470	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Hearth at Fireplace
	 	 	80	 	 	SF	 	 	107	 	 	 	8,560	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Carpet Installation
	 	 	1	 	 	LS	 	 	22,045	 	 	 	22,045	 
	 	 	Carpet
Install, F&I Pad
	 	 	902	 	 	SY	 	 	0	 	 	 	0	 
	 	 	Carpet Install, F&I Pad at Level 2 Bridge
	 	 	98	 	 	SY	 	 	0	 	 	 	0	 
	 	 	Carpet at Stair
	 	 	1	 	 	LS	 	 	0	 	 	 	0	 
	 	 	584,557
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	2 Meal / Grab N Go
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	ACT Ceiling above Plank Ceiling (with Drywall)
	 	 	4,643	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Linear Wood Plank Ceiling
	 	 	2,457	 	 	SF	 	 	15	 	 	 	36,855	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Tile / Stone Surfaces
	 	 	1	 	 	LS	 	 	148,599	 	 	 	148,599	 
	 	 	Subway Tiles
	 	 	408	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Brick Walls
	 	 	2,688	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Brick at Entry Header (Wrapped Beam)
	 	 	950	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Limestone at Header Soffit
	 	 	285	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Concrete Tile w Image frames at wall / Bar Fronts
	 	 	414	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Wood Plank Tiles
	 	 	2,289	 	 	SF	 	 	0	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	3/8” Stained Concrete
	 	 	2,543	 	 	SF	 	 	12	 	 	 	30,516	 

5/25/2011

 

 79 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Epoxy Floor behind Bar
	 	 	973	 	 	SF	 	 	12	 	 	 	11,676	 
	 	 	227,646
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Steakhouse
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile / Stone Surfaces
	 	 	1	 	 	LS	 	 	88,992	 	 	 	88,992	 
	 	 	Tile Floor at Restroom
	 	 	264	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Tile Wall at Restroom
	 	 	1,206	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Tile Ceiling at Restroom
	 	 	264	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Stone Base
	 	 	85	 	 	LF	 	 	0	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Carpet Install / Wood Flooring
	 	 	1	 	 	LS	 	 	36,818	 	 	 	36,818	 
	 	 	Wood Plank Flooring
	 	 	1,674	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Wood Plank Flooring at Walls
	 	 	220	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Carpet Install, F&l Pad
	 	 	181	 	 	SY	 	 	0	 	 	 	0	 
	 	 	125,810
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Restrooms (Rm 1166 / 1167 / 1168)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile Surfaces
	 	 	1	 	 	LS	 	 	56,241	 	 	 	56,241	 
	 	 	Tile Floor
	 	 	715	 	 	SF	 	 	0	 	 	 	0	 
	 	 	Tile Wall Wainscot (6' 6")
	 	 	585	 	 	SF	 	 	0	 	 	 	0	 
	#A-10	 	Utilize epoxy blend grout ILO Epoxy Grout at Public/BOH Restrooms
	 	 	1	 	 	ALLOW	 	 	(8,971.00	)	 	 	-8,971	 
	 	 	56,241
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BOH Finishes
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	FRP at Kitchens (Full Height)
	 	 	10,770	 	 	SF	 	 	5.00	 	 	 	53,850	 
	 	 	Washable Ceiling Tiles at Kitchen
	 	 	10,878	 	 	SF	 	 	3.00	 	 	 	32,634	 
	 	 	86,484
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Carpet (direct glue)
	 	 	119	 	 	SY	 	 	4.70	 	 	 	558	 
	 	 	Vinyl Base
	 	 	3,237	 	 	LF	 	 	1.00	 	 	 	3,237	 
	 	 	VCT
	 	 	5,273	 	 	SF	 	 	3.50	 	 	 	18,457	 
	 	 	22,252
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile Floor at BOH Restrooms
	 	 	270	 	 	SF	 	 	8.00	 	 	 	2,160	 
	 	 	Wainscot Wall Tile at BOH Restrooms
	 	 	412	 	 	SF	 	 	12.00	 	 	 	4,944	 
	 	 	7,104
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Stonhard Flooring at Kitchens / Bars
	 	 	12,376	 	 	SF	 	 	12.00	 	 	 	148,513	 
	 	 	Sealed Concrete
	 	 	2,420	 	 	SF	 	 	0.75	 	 	 	1,815	 
	 	 	150,328
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Paint and Wallcovering at BOH
	 	 	39,759	 	 	GSF	 	 	3.00	 	 	 	119,277	 
	 	 	Paint and Wallcovering at PUBLIC
	 	 	26,463	 	 	GSF	 	 	5.00	 	 	 	132,315	 
	 	 	Paint Exposed Promenade Deck
	 	 	16,245	 	 	SF	 	 	2.00	 	 	 	32,490	 
	 	 	Paint at Exposed Ductwork in 2 Meal
	 	 	4,643	 	 	SF	 	 	3.00	 	 	 	13,929	 
	 	 	Touch-Up Exposed Promenade Trusses
	 	 	16,245	 	 	SF	 	 	1.50	 	 	 	24,368	 
	#A-1	 	Paint Rooftop Mechanical Equipment where Privacy Screens were deleted
	 	 	4	 	 	ALLOW	 	 	5,000.00	 	 	 	20,000	 
	 	 	342,379
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Final Clean
	 	 	66,222	 	 	GSF	 	 	0.35	 	 	 	23,178	 
	 	 	23,178
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 80 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Architectural Microtopping at Balcony Walk 
(At Steakhouse)
	 	 	3,055	 	 	SF	 	 	8.00	 	 	 	24,440	 
	 	 	24,440
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	42.09	 	 	 	2,787,120	 
	 	 	DIVISION 10
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Area Grab Bar- 36"
	 	 	5	 	 	EA	 	 	38.60	 	 	 	193	 
	 	 	Public Area Grab Bar- 42"
	 	 	9	 	 	EA	 	 	42.48	 	 	 	382	 
	 	 	Public Area Paper Towel / Trash Receptacle
	 	 	5	 	 	EA	 	 	272.50	 	 	 	1,363	 
	 	 	Public Area Sanitary Napkin Disp
	 	 	2	 	 	EA	 	 	381.50	 	 	 	763	 
	 	 	Public Area Soap Dispenser
	 	 	10	 	 	EA	 	 	45.78	 	 	 	458	 
	 	 	Public Area Toilet Paper Disp
	 	 	13	 	 	EA	 	 	49.05	 	 	 	638	 
	 	 	Public Area Toilet Seat Cover Disp
	 	 	13	 	 	EA	 	 	207.10	 	 	 	2,692	 
	 	 	Public Area Vanity Mirrors- FFE
	 	 	10	 	 	EA	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BOH Grab Bar- 36"
	 	 	2	 	 	EA	 	 	32.70	 	 	 	65	 
	 	 	BOH Grab Bar- 42"
	 	 	2	 	 	EA	 	 	35.00	 	 	 	70	 
	 	 	BOH Janitor Accessories/ Mop Hook
	 	 	1	 	 	EA	 	 	50.00	 	 	 	50	 
	 	 	BOH Paper Towel/ Trash Receptacle
	 	 	2	 	 	EA	 	 	381.50	 	 	 	763	 
	 	 	BOH Sanitary Napkin Disp
	 	 	1	 	 	EA	 	 	45.78	 	 	 	46	 
	 	 	BOH Soap Dispenser
	 	 	2	 	 	EA	 	 	49.05	 	 	 	98	 
	 	 	BOH Toilet Paper Disp
	 	 	3	 	 	EA	 	 	49.05	 	 	 	147	 
	 	 	BOH Toilet Seat Cover Disp
	 	 	3	 	 	EA	 	 	207.10	 	 	 	621	 
	 	 	BOH Framed Mirrors
	 	 	2	 	 	EA	 	 	100.00	 	 	 	200	 
	 	 	8,549
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Toilet & Bath Accessories Installation
	 	 	85	 	 	EA	 	 	20.00	 	 	 	1,700	 
	 	 	1,700
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Toilet Partitions at Public Area Restrooms (with millwork)
	 	 	17	 	 	EA	 	 	 	 	 	W/ Millwork	 
	 	 	Urinal Screens at Public Area Restrooms (with millwork)
	 	 	3	 	 	EA	 	 	 	 	 	W/ Millwork	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Public Area Toilet Compartments- ADA (with Millwork)
	 	 	2	 	 	EA	 	 	 	 	 	W/ Millwork	 
	 	 	Public Area Toilet Compartments- Standard (with Millwork)
	 	 	7	 	 	EA	 	 	 	 	 	W/ Millwork	 
	 	 	Public Area Urinal Screen (with Millwork)
	 	 	2	 	 	EA	 	 	 	 	 	W/ Millwork	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BOH Toilet Compartments- ADA
	 	 	2	 	 	EA	 	 	1,600.00	 	 	 	3,200	 
	 	 	BOH Toilet Compartments- Standard
	 	 	1	 	 	EA	 	 	1,500.00	 	 	 	1,500	 
	 	 	BOH Urinal Screen
	 	 	1	 	 	EA	 	 	750.00	 	 	 	750	 
	 	 	5,450
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 81 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Way Finding Graphics (Code required)
	 	 	66,222	 	 	GSF	 	 	0.75	 	 	 	49,667	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-27	 	Delete Way Finding Graphics (Code
required) OFOI
	 	 	1	 	 	ALLOW	 	 	(49,667.00	)	 	 	-49,667	 
	 	 	-1
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Specialty Signage (OFOI)
	 	 	 	 	 	 	 	NIC	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 10 — Subtotal
	 	 	 	 	 	 	 	 	0.24	 	 	 	15,699	 
	 	 	DIVISION 11 EQUIPMENT
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fireplace at Promenade (includes box
and block
	 	 	1	 	 	EA	 	 	40,000.00	 	 	 	40,000	 
	 	 	40,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	MechoShades at 2 Meal (2ea 8' x 16',
2ea 16' x 16")
	 	 	768	 	 	SF	 	 	10	 	 	 	7,680	 
	 	 	Mecho Shade at Steakhouse Exterior
Windows
	 	 	1,408	 	 	SF	 	 	10	 	 	 	14,080	 
	 	 	21,760
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	KITCHEN EQUIPMENT: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-33	 	Kitchen Equipment
	 	 	1	 	 	ALLOW	 	 	2,831,950.00	 	 	 	2,831,950	 
	#A-33	 	Beverage Conduit: Allowance
	 	 	500	 	 	LF	 	 	80.00	 	 	 	40,000	 
	 	 	2,871,950
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Walk-In Cooler/Freezer Slabs
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Styrofoam (Assume 2,000 SF) — no
depressions
	 	 	2,000	 	 	SF	 	 	—	 	 	 	0	 
	 	 	Topping Slab
(Assume 2,000 SF) — no
depressions
	 	 	2,000	 	 	SF	 	 	—	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Loading Dock Equip (with Casino)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 11 — Subtotal
	 	 	 	 	 	 	 	 	44.30	 	 	 	2,933,710	 
	 	 	DIVISION 12 FURNISHINGS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Furnishings: OFOI
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 13 SPECIAL CONSTRUCTION
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	—	 	 	 	0	 
	 	 	DIVISION 14
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Conveying Systems: Freight — CS-1/CS-2
	 	 	1	 	 	LS	 	 	286,092.00	 	 	 	286,092	 
	 	 	286,092
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-40	 	Hoistway Working Platforms
	 	 	2	 	 	ALLOW	 	 	2,500.00	 	 	 	5,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	 	 	 	4.40	 	 	 	291,092	 

5/25/2011

 

 82 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 15
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Mechanical — GMP
	 	 	1	 	 	LS	 	 	3,097,287.00	 	 	 	3,097,287	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	46,459.31	 	 	 	46,459	 
	#A-48	 	Modify hot water design scheme to incorporate a single 140 degree hot
water loop with local point of use water mixing valves to provide 120
degree domestic hot water
	 	 	1	 	 	ALLOW	 	 	(50,000.00	)	 	 	-50,000	 
	 	 	Mechanical Systems
	 	 	66,222	 	 	SF	 	 	 	 	 	w/Mech GMP
	 	 	3,097,287
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Mechanical Tie-In’s: CW/CHR/SS/Domestic
	 	w/ Vessel	 	EA	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-46	 	Sanitary Lift Station & Pumps at Catwalk
	 	 	1	 	 	ALLOW	 	 	225,000.00	 	 	 	225,000	 
	 	 	225,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection
	 	 	66,222	 	 	SF	 	 	2.87	 	 	 	190,057	 
	 	 	190,057
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	BAS
	 	 	26,463	 	 	SF	 	 	 	 	 	w/Mech GMP
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	 	 	 	52.99	 	 	 	3,508,803	 
	 	 	DIVISION
16
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	LS	 	 	3,464,356.00	 	 	 	3,464,356	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	51,965.34	 	 	 	51,965	 
	#A-52	 	Reduce Light Fixture Package by Providing Alternate Fixture Manufactures
	 	 	1	 	 	ALLOW	 	 	(350,000.00	)	 	 	-350,000	 
	 	 	Electrical
	 	 	66,222	 	 	SF	 	 	 	 	 	w/Elect. GMP
	 	 	3,464,356
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm
	 	 	66,222	 	 	SF	 	 	 	 	 	w/EIect. GMP
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Specialty Lighting: Promenade Public Areas
	 	 	26,463	 	 	SF	 	 	10.00	 	 	 	264,630	 
	#A-56	 	Reduce Specialty Lighting — ALLOWANCE
	 	 	1	 	 	ALLOW	 	 	(132,315.00	)	 	 	-132,315	 
	 	 	264,630
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-59	 	FOH & BOH Surv./Security: No Equipment
	 	 	66,222	 	 	SF	 	 	2.00	 	 	 	132,444	 
	 	 	132,444
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-57	 	Communication/Data: No Devices/ Equipment
	 	 	66,222	 	 	SF	 	 	1.50	 	 	 	99,333	 
	 	 	99,333
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-58	 	AV/Sound
	 	 	66,222	 	 	SF	 	 	2.00	 	 	 	132,444	 
	 	 	132,444
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	(No Theatrical or Performance Sound Systems)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	 	 	 	55.31	 	 	 	3,662,857	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	399.05	 	 	 	26,425,740	 

5/25/2011

 

 83 of 93

 

BATON ROUGE CASINO FIXED CASINO, LOW RISE

	 	 	 	 	 

	FOH 26,463.00
	 	 	 	 
	BOH 39,759.00
	 	 	 	 
	GSF 66,222.00
	 	 	 	 

GMP
04-21-5011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	 	Description	 	Qty	 	 	U of M	 	 	Unit Cost	 	 	Activity Cost	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	26,425,740	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	330,322	 
	 	 	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	1,382,701	 
	 	 	 	 	Extended General Conditions through May
31, 2012
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	53,249	 
	 	 	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	58,137	 
	 	 	 	 	General Liability Insurance (Cost of Work
times .008)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	211,406	 
	 	 	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	5,285	 
	 	 	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	28,466,840	 
	 	 	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	925,172	 
	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	29,392,012	 
	 	 	 	 	MCC Contingency @ 5% times Cost of Work
	 	 	 	 	 	 	 	 	 	 	5.00	%	 	$	1,321,287	 
	 	 	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	 	 	$	30,713,299	 
	 	 	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	 	 	463.79	 

5/25/2011

 

 84 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO SKYBRIDGE

	 	 	 	 	 

	Bridge 6,351
	 	 	 	 
	Porte Cochere 9,329
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Division 2 — Sitework:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Pile Inspections, Oversight,
Testing (By Owner)
	 	 	 	 	 	 	 	NIC	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Earthwork
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Excavation and Backfill
	 	 	1	 	 	LS	 	 	7,500.00	 	 	 	7,500	 
	 	 	7,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 2 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	7,500	 
	 	 	DIVISION 3
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Place and Finish: L1 6"
Lightweight SOMD
	 	 	6,961	 	 	SF	 	 	1.25	 	 	 	8,701	 
	 	 	Spread Footings
	 	 	740	 	 	SF	 	 	25.00	 	 	 	18,500	 
	 	 	Stamped Concrete at Porte Cochere
	 	 	17,600	 	 	SF	 	 	13.00	 	 	 	228,800	 
	 	 	256,001
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rebar Material
	 	 	5	 	 	TN	 	 	763.00	 	 	 	3,815	 
	 	 	Mesh
	 	 	61	 	 	SQS	 	 	19.40	 	 	 	1,184	 
	 	 	4,999
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Rebar Material (Bars)
	 	 	5	 	 	TN	 	 	295.00	 	 	 	1,475	 
	 	 	Install Rebar Material (Mesh)
	 	 	61	 	 	SQS	 	 	11.00	 	 	 	671	 
	 	 	2,146
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Lightweight
	 	 	129	 	 	CY	 	 	136.25	 	 	 	17,564	 
	 	 	17,564
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 3 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	280,709	 
	 	 	DIVISION 4
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Masonry
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 4 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	DIVISION 5
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Structural Steel at
Walkway/Porte Cochere
	 	 	322	 	 	TONS	 	 	3,705.00	 	 	 	1,193,010	 
	 	 	1,193,010
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Ornamental Metals (W/ Finish Allowance)
	 	 	 	 	 	 	 	W/ Div. 6 & 9	 	 	 	 	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 5 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	1,193,010	 
	 	 	DIVISION 6
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Rough Carpentry at Walkway
	 	 	6,351	 	 	SF	 	 	1.25	 	 	 	7,939	 
	 	 	Rough Carpentry at Porte Cochere
	 	 	9,329	 	 	SF	 	 	1.25	 	 	 	11,661	 
	 	 	Temporary Protection: Walkway
	 	 	6,351	 	 	SF	 	 	1.00	 	 	 	6,351	 
	 	 	25,951
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Plywood
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TPO Plywood Substrate Deck @
Epideck
	 	 	5,600	 	 	SF	 	 	3.50	 	 	 	19,600	 
	 	 	19,600
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 6 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	45,551	 

5/25/2011

 

 85 of 93

 

BATON ROUGE CASINO SKYBRIDGE

	 	 	 	 	 

	Bridge 6,351
	 	 	 	 
	Porte Cochere 9,329
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 7
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Roofing: Porte Cochere — Standing Seam
	 	 	1	 	 	LS	 	Incl. below	 	 	 	 	 
	 	 	Standing Seam Roof over SIPS System
	 	 	1	 	 	LS	 	 	393,280	 	 	 	393,280	 
	 	 	393,280
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Aluminum Panels at Vestibule Soffit
	 	 	4,000	 	 	SF	 	 	25	 	 	 	100,000	 
	 	 	Aluminum Panels at Slab Line
	 	 	1,628	 	 	SF	 	 	25	 	 	 	40,700	 
	 	 	Metal Panels at Porte Cochere Soffit (Simplex System, Includes Back Up Framing)
	 	 	9,329	 	 	SF	 	 	26.00	 	 	 	242,554	 
	 	 	383,254
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Caulking & Sealants
	 	 	15,680	 	 	SF	 	 	0.75	 	 	 	11,760	 
	 	 	11,760
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cementitious Sprayed on Fireproofing: Walkway:
	 	 	6,351	 	 	SF	 	 	3.00	 	 	 	19,053	 
	 	 	Sprayed on Fireproofing: Porte Cochere
	 	 	9,329	 	 	SF	 	NIC	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cementitious (?) Fireproofing @ Lvl 53 (BOS Varies from Grade) — Not Required
	 	 	3,032	 	 	SF	 	NIC	 	 	 	 	 
	 	 	SFRM Fireproofing @ Lvl 77 Vestibules (+22'-8" BOS) — Not Required
	 	 	3,050	 	 	SF	 	NIC	 	 	 	 	 
	 	 	SFRM Fireproofing @ Lvl 77 Bridge/ Porte Cochere Areas- Open to Exterior Below (+22'-8" BOS) — Not Required
	 	 	12,123	 	 	SF	 	NIC	 	 	 	 	 
	 	 	19,053
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Expansion Joints
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	EJ1X-S (Floor Joint- Lvl 1 Casino to Vestibule)
	 	 	115	 	 	LF	 	 	150.00	 	 	 	17,250	 
	 	 	EJ1X-FRS (Floor Joint- Lvl 1 Casino to Tower)
	 	 	62	 	 	LF	 	 	150.00	 	 	 	9,300	 
	 	 	EJ2-S (Floor Joint @ Vestibule Doors)
	 	 	100	 	 	LF	 	 	150.00	 	 	 	15,000	 
	 	 	EJ6-S (Exterior Vertical)
	 	 	200	 	 	LF	 	 	150.00	 	 	 	30,000	 
	 	 	EJ8-FRS (Exterior Vertical @ Curtainwall)
	 	 	100	 	 	LF	 	 	150.00	 	 	 	15,000	 
	 	 	EJ9-FRS (Low Roof to Adjacent Bldg)
	 	 	150	 	 	LF	 	 	150.00	 	 	 	22,500	 
	 	 	EJ11-S (Low SS Mtl Roof)
	 	 	170	 	 	LF	 	 	150.00	 	 	 	25,500	 
	 	 	EJ11-FRS (High SS Mtl Roof)
	 	 	110	 	 	LF	 	 	150.00	 	 	 	16,500	 
	 	 	EJ13-S (Curtainwall to Low Roof)
	 	 	860	 	 	LF	 	 	150.00	 	 	 	129,000	 
	 	 	EJ15-FRS (Floor Joint @ Tower Vestibule)
	 	 	20	 	 	LF	 	 	150.00	 	 	 	3,000	 
	 	 	EJ16-FRS (Floor Joint @ Tower Vestibule)
	 	 	20	 	 	LF	 	 	150.00	 	 	 	3,000	 
	 	 	286,050
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 7 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	1,093,397	 
	 	 	DIVISION 8
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Doors- Alum Storefront 6o x 7o PR
	 	 	18	 	 	LVS	 	 	4,250.00	 	 	 	76,500	 
	 	 	76,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Exterior Storefront @ Lvl 77
	 	 	5,762	 	 	SF	 	 	65.00	 	 	 	374,530	 
	 	 	Exterior Storefront @ Vestibules (Elev 53)
	 	 	4,248	 	 	SF	 	 	65.00	 	 	 	276,120	 
	 	 	650,650
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fixed Airfoil Louvers @ Lvl 77
	 	 	5,762	 	 	SF	 	 	46.45	 	 	 	267,645	 
	#A-7	 	Reduce Airfoil by 2/3 at Ped Bridge
	 	 	1	 	 	ALLOW	 	 	(167,600.00	)	 	 	-167,600	 
	 	 	100,045
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 8 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	827,195	 

5/25/2011

 

 86 of 93

 

BATON ROUGE CASINO SKYBRIDGE

	 	 	 	 	 

	Bridge 6,351
	 	 	 	 
	Porte Cochere 9,329
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	DIVISION 9
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Drywall
	 	 	6,351	 	 	SF	 	 	7.00	 	 	 	44,457	 
	 	 	44,457
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Tile Border at Walkway
	 	 	1,130	 	 	SF	 	 	19.00	 	 	 	21,470	 
	 	 	Tile Wainscot at Walkway
	 	 	1,816	 	 	SF	 	 	35.00	 	 	 	63,560	 
	 	 	85,030
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Carpet Install (includes purchase of pad) at Walkway
	 	 	1	 	 	LS	 	 	9,848.40	 	 	 	9,848	 
	 	 	9,848
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Finishes at Porte Cochere (not including ceiling)
	 	 	9,329	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Column Wraps
	 	 	8	 	 	EA	 	 	8,000.00	 	 	 	64,000	 
	 	 	False Beam Wraps (NONE)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	Fascia Wrap at Floor Line (With Div 7 Metals)
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	64,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Paint at Walkway
	 	 	6,351	 	 	SF	 	 	3.00	 	 	 	19,053	 
	 	 	Paint Exposed Epic Deck (Factory prime painted only.)
	 	 	5,600	 	 	SF	 	 	2.00	 	 	 	11,200	 
	 	 	Paint Structural Steel (High Performance Coating)
	 	 	1	 	 	LS	 	 	90,000.00	 	 	 	90,000	 
	 	 	120,253
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Final Clean
	 	 	1	 	 	LS	 	 	10,000.00	 	 	 	10,000	 
	 	 	10,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	SBTL	 	Division 9 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	333,588	 
	 	 	DIVISION 10
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Specialties — Walkway
	 	 	6,351	 	 	SF	 	 	 	 	 	 	0	 
	 	 	Specialties — Porte Cochere
	 	 	9,329	 	 	SF	 	 	 	 	 	 	0	 
	 	 	FEC
	 	 	2	 	 	EA	 	 	150.00	 	 	 	300	 
	 	 	300
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Won Door @ Connector: (2) 15'W x
9'-6" H (with bridge)
	 	 	285	 	 	SF	 	 	130.00	 	 	 	37,050	 
	 	 	Won Door @ Connector: (2) 15'W x 19' H (with bridge)
	 	 	570	 	 	SF	 	 	130.00	 	 	 	74,100	 
	 	 	111,150
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Way Finding/Graphics — Walkway (Code Required)
	 	 	6,351	 	 	SF	 	 	1.00	 	 	 	6,351	 
	#A-28	 	Delete Way Finding/Graphics — Walkway (Code Required) OFOI
	 	 	1	 	 	ALLOW	 	 	(6,351.00	)	 	 	-6,351	 
	 	 	Way Finding/Graphics — Porte Cochere (Code Required)
	 	 	9,329	 	 	SF	 	 	—	 	 	 	0	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 10 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	111,450	 
	 	 	DIVISION 11 EQUIPMENT
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install OFCI TV Brackets
	 	 	12	 	 	EA	 	 	40.00	 	 	 	480	 

5/25/2011

 

 87 of 93

 

BATON ROUGE CASINO SKYBRIDGE

	 	 	 	 	 

	Bridge 6,351
	 	 	 	 
	Porte Cochere 9,329
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	SBTL	 	Division 11 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	480	 
	 	 	DIVISION 12 FURNISHINGS
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Furnishings: OFOI
	 	 	 	 	 	 	 	NIC	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 12 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	DIVISION 13 SPECIAL CONSTRUCTION
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 13 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	DIVISION 14
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Conveying Systems: Passenger — CP-1
	 	 	1	 	 	LS	 	 	95,626.00	 	 	 	95,626	 
	 	 	Escalators — EC-1 & EC-2
	 	 	1	 	 	LS	 	 	247,614.00	 	 	 	247,614	 
	 	 	343,240
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-44	 	Conveying Systems: Passenger Cabs Finish
	 	 	1	 	 	ALLOW	 	 	15,000.00	 	 	 	15,000	 
	 	 	15,000
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Interior Elevator Operator
	 	 	17	 	 	WK	 	 	1,500.00	 	 	 	25,500	 
	 	 	25,500
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 14 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	383,740	 
	 	 	DIVISION 15
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	HVACs/Plumbing — GMP
	 	 	1	 	 	LS	 	 	165,504.00	 	 	 	165,504	 
	 	 	Extended
General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	1,655.04	 	 	 	1,655	 
	 	 	Plumbing at Walkway
	 	 	6,351	 	 	SF	 	 	 	 	 	w/ Mech GMP	 
	 	 	Plumbing at Porte Cochere
	 	 	9,329	 	 	LS	 	 	 	 	 	w/ Mech GMP	 
	 	 	HVAC at Walkway
	 	 	6,351	 	 	LS	 	 	 	 	 	w/ Mech GMP	 
	 	 	HVAC at Porte Cochere
	 	 	9,329	 	 	LS	 	 	 	 	 	w/ Mech GMP	 
	 	 	167,159
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Protection at Walkway
	 	 	6,351	 	 	SF	 	 	2.00	 	 	 	12,702	 
	 	 	Fire Protection at Porte Cochere (Dry System)
	 	 	9,329	 	 	SF	 	 	2.50	 	 	 	23,323	 
	 	 	36,025
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 15 — Subtotal
	 	 	 	 	 	 	 	 	 	 	 	 	203,184	 
	 	 	DIVISION 16
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Electrical GMP
	 	 	1	 	 	LS	 	 	141,425.00	 	 	 	141,425	 
	 	 	Extended General Conditions thru 5/31/2012
	 	 	1	 	 	LS	 	 	1,414.25	 	 	 	1,414	 
	 	 	Electrical at Walkway
	 	 	6,351	 	 	SF	 	 	26.20	 	 	w/ Elect. GMP	 
	 	 	Electrical at Porte Cochere
	 	 	9,329	 	 	SF	 	 	18.00	 	 	w/ Elect. GMP	 
	 	 	142,839
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Fire Alarm at Walkway
	 	 	6,351	 	 	SF	 	 	1.50	 	 	w/ Elect. GMP	 
	 	 	Fire Alarm at Porte Cochere
	 	 	9,329	 	 	SF	 	 	1.50	 	 	w/ Elect. GMP	 
	 	 	0
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	Low Voltage: Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-59	 	Ped. Bridge Surveillance/Security: No Equip.
	 	 	6,351	 	 	SF	 	 	3.00	 	 	 	19,053	 
	#A-59	 	Porte Cochere Surveillance/Security: No Equip.
	 	 	9,329	 	 	SF	 	 	3.00	 	 	 	27,987	 
	 	 	47,040
	 	 	 	 	 	 	 	 	 	 	 	 	 	 

5/25/2011

 

 88 of 93

 

BATON ROUGE CASINO SKYBRIDGE

	 	 	 	 	 

	Bridge 6,351
	 	 	 	 
	Porte Cochere 9,329
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-57	 	Ped. Bridge Comm./Data: No Devices/ Equip.
	 	 	6,351	 	 	SF	 	 	2.00	 	 	 	12,702	 
	#A-57	 	Porte
Cochere Comm./Data: No Devices/Equip.
	 	 	9,329	 	 	SF	 	 	2.00	 	 	 	18,658	 
	 	 	31,360
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-58	 	Ped. Bridge AV/Sound
	 	 	6,351	 	 	SF	 	 	5.00	 	 	 	31,755	 
	#A-58	 	Porte Cochere AV/Sound
	 	 	9,329	 	 	SF	 	 	5.00	 	 	 	46,645	 
	 	 	78,400
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	SBTL	 	Division 16 — Subtotal
	 	 	 	 	 	 	 	 	47.18	 	 	 	299,639	 
	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	752.55	 	 	 	4,779,443	 
	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	4,779,443	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	59,743	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	252,715	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	11,185	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	10,515	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	38,236	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work
times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	956	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	5,152,793	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	167,466	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	5,320,259	 
	 	 	MCC Contingency @ 6% times Cost of Work
	 	 	 	 	 	 	 	 	6.00	%	 	$	286,767	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	5,607,025	 
	 	 	 
	 	 	 	 	 	$/SF	 	 	 	 	 	 	882.86	 

5/25/2011

 

 89 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO FIXED CASINO, MODEL ROOM

GSF

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Clear & Grub Site
	 	 	1	 	 	LS	 	 	10,301.00	 	 	 	10,301	 
	 	 	Fabric and Stone
	 	 	3,413	 	 	SY	 	 	23.60	 	 	 	80,547	 
	 	 	Fencing
	 	 	1	 	 	LS	 	 	9,180.00	 	 	 	9,180	 
	 	 	Temporary Utilities (Entergy) (BY
OWNER)
	 	 	1	 	 	LS	 	 	 	 	 	 	—	 
	 	 	Hook up Electrical at Metal Building
Complex
	 	 	1	 	 	LS	 	 	31,000.00	 	 	 	31,000	 
	 	 	Hook up Plumbing at Metal Building
Complex
	 	 	1	 	 	LS	 	 	3,500.00	 	 	 	3,500	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Structural Slab (with metal building)
	 	 	 	 	 	 	 	 	 	 	 	 	—	 
	 	 	Metal Building Slab
	 	 	1	 	 	LS	 	 	35,000.00	 	 	 	35,000	 
	 	 	Metal Building
	 	 	1	 	 	LS	 	 	31,000.00	 	 	 	31,000	 
	 	 	Drywall / EIFS
	 	 	1	 	 	LS	 	 	9,891.00	 	 	 	9,891	 
	 	 	Painting
	 	 	1	 	 	LS	 	 	4,990.00	 	 	 	4,990	 
	 	 	Glass Shower Enclosure
	 	 	1	 	 	LS	 	 	2,590.00	 	 	 	2,590	 
	 	 	Tile & Wood Flooring
	 	 	1	 	 	LS	 	 	13,400.00	 	 	 	13,400	 
	 	 	Carpet
	 	 	1	 	 	LS	 	 	1,405.00	 	 	 	1,405	 
	 	 	Millwork
	 	 	1	 	 	LS	 	 	7,861.00	 	 	 	7,861	 
	 	 	Doors & Hardware
	 	 	1	 	 	LS	 	 	5,355.00	 	 	 	5,355	 
	 	 	Bathroom Accessories
	 	 	1	 	 	LS	 	 	3,005.00	 	 	 	3,005	 
	 	 	Mechanical (with GMP)
	 	 	0	 	 	LS	 	 	 	 	 	W/ Mech. GMP	 
	 	 	Electrical (with GMP)
	 	 	0	 	 	LS	 	 	 	 	 	W/ Elec. GMP	 
	 	 	Glass & Glazing
	 	 	168	 	 	SF	 	 	75.00	 	 	 	12,600	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Install Owner FF&E
	 	 	1	 	 	LS	 	 	2,500.00	 	 	 	2,500	 
	 	 	Final Clean
	 	 	1	 	 	LS	 	 	1,000.00	 	 	 	1,000	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TOTAL COSTS
	 	 	 	 	 	 	 	 	 	 	 	 	265,125	 

5/25/2011

 

 90 of 93

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	265,125	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	3,314	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	14,025	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	623	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	583	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	2,121	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales
Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	53	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	285,844	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	9,290	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	295,134	 
	 	 	MCC Contingency @ 6% times Cost of Work
	 	 	 	 	 	 	 	 	6.00	%	 	$	15,907	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	311,042	 

5/25/2011

 

 91 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO FIXED CASINO, EMPLOYEE COVERED WALKWAY

	 	 	 

	GSF 7,500
	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	Employee Walkway @ Levee: Assumed 750' Long x 10' Wide
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-35	 	Erosion Control
	 	 	1,500	 	 	LF	 	$	2.50	 	 	 	3,750	 
	#A-35	 	Strip Topsoil & Stockpile
	 	 	208	 	 	CY	 	$	18.00	 	 	 	3,750	 
	#A-35	 	Import Select Fill
	 	 	1,042	 	 	TMCY	 	$	24.00	 	 	 	25,000	 
	#A-35	 	Premium for Working on Levee
	 	 	1,042	 	 	TMCY	 	$	5.00	 	 	 	5,208	 
	#A-35	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	#A-35	 	Structural SOG: F/R/P/P/F
	 	 	7,500	 	 	SF	 	$	15.00	 	 	 	112,500	 
	#A-35	 	Structural Steel Framing @ 6#/SF
	 	 	23	 	 	TONS	 	$	4,500.00	 	 	 	101,250	 
	#A-35	 	Walkway Railings
	 	 	 	 	 	LF	 	 	 	 	 	 	0	 
	#A-35	 	Walkway Metal Stud Prefabricated Trusses
	 	 	7,500	 	 	SF	 	$	4.00	 	 	 	30,000	 
	#A-35	 	Standing Seam Metal Roofing @ Ext Walkways
	 	 	1	 	 	LS	 	$	233,456	 	 	 	233,456	 
	#A-35	 	Plywood Sub-Roof
	 	 	7,500	 	 	SF	 	$	3.00	 	 	 	22,500	 
	#A-35	 	Plaster Soffit (NONE — exposed)
	 	 	7,500	 	 	SF	 	 	 	 	 	 	0	 
	#A-35	 	Painting
	 	 	7,500	 	 	SF	 	$	3.00	 	 	 	22,500	 
	#A-35	 	Electrical: Lighting
	 	 	7,500	 	 	SF	 	$	4.00	 	 	 	30,000	 
	#A-35	 	Low Voltage — Security / Surveillance
	 	 	7,500	 	 	SF	 	$	3.00	 	 	 	22,500	 
	#A-35	 	Low Voltage — Data / Communication
	 	 	7,500	 	 	SF	 	$	2.00	 	 	 	15,000	 
	#A-35	 	Low Voltage — A/V
	 	 	7,500	 	 	SF	 	$	3.00	 	 	 	22,500	 
	 	 	589,914
	 	 	78.66	 	 	 	 	 	 	 	 	 	 	 
	A-35	 	Delete Walkway and leave SOG with $30/Sf prefab walkway
structure
	 	 	1.00	 	 	ALLOW	 	$	(411,416.00	)	 	 	-411,416	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	31.80	 	 	 	238,498	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	238,498	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	2,981	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	13,116	 
	 	 	Extended General Conditions through May 31, 2012
	 	 	 	 	 	 	 	 	 	 	 	$	536	 
	 	 	Building Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	525	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	1,908	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	48	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	257,612	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	8,372	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	265,984	 
	 	 	MCC Contingency @ 10% times Cost of Work
	 	 	 	 	 	 	 	 	10.00	%	 	$	23,850	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	289,834	 

5/25/2011

 

 92 of 93

 

DETAILED BUDGET REPORT

Manhattan Construction Company

BATON ROUGE CASINO FIXED CASINO, PUBLIC PARKING COVERED WALKWAY

	 	 	 	 	 

	GSF 6,000
	 	 	 	 

GMP 04-21-2011 (WITH VE INCLUDED);

REVISED 05/02/11

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Sys.	 	 	 	 	 	 	 	 	 	 	 	 	 
	Code	 	Description	 	Qty	 	 	U of M	 	Unit Cost	 	 	Activity Cost	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Dry Side Guest Parking Covered Walkway: assumed 600' Long
x 10' Wide)
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-34	 	Import Select Fill
	 	 	556	 	 	TMCY	 	$	24.00	 	 	 	13,333	 
	#A-34	 	Structural SOG: F/R/P/P/F
	 	 	6,000	 	 	SF	 	$	15.00	 	 	 	90,000	 
	#A-34	 	Walkway Railings
	 	 	 	 	 	LF	 	 	 	 	 	 	0	 
	#A-34	 	Structural Steel Framing @ 6#/SF
	 	 	18	 	 	TONS	 	$	4,500.00	 	 	 	81,000	 
	#A-34	 	Walkway Metal Stud Prefabricated Trusses
	 	 	6,000	 	 	SF	 	$	4.00	 	 	 	24,000	 
	#A-34	 	Standing Seam Metal Roofing @ Ext Walkways
	 	 	6,000	 	 	LS	 	$	31	 	 	 	186,000	 
	#A-34	 	Plywood Sub-Roof
	 	 	6,000	 	 	SF	 	$	3.00	 	 	 	18,000	 
	#A-34	 	Plaster Soffit (NONE — exposed)
	 	 	6,000	 	 	SF	 	 	 	 	 	 	0	 
	#A-34	 	Painting
	 	 	6,000	 	 	SF	 	$	3.00	 	 	 	18,000	 
	#A-34	 	Electrical: Lighting
	 	 	6,000	 	 	SF	 	$	4.00	 	 	 	24,000	 
	#A-34	 	Low Voltage — Security / Surveillance
	 	 	6,000	 	 	SF	 	$	3.00	 	 	 	18,000	 
	#A-34	 	Low Voltage — Data / Communication
	 	 	6,000	 	 	SF	 	$	2.00	 	 	 	12,000	 
	#A-34	 	Low Voltage — A/V
	 	 	6,000	 	 	SF	 	$	3.00	 	 	 	18,000	 
	 	 	502,333
	 	 	83.72	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Value Engineering Item #122
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	#A-34	 	Delete Canopy
	 	 	1.00	 	 	LS	 	$	(502,333.00	)	 	 	-502,333	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	TOTAL COST
	 	 	 	 	 	 	 	 	 	 	 	 	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Cost of Work Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Sub Guard @ 1.25%
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	General Conditions (5.25%)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	Building
Permit (Cost of Work times .0022)
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	General Liability Insurance (Cost of Work times .008)
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	Builders Risk Insurance (By Owner)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	LA. Sales Tax Bond & City Bond (Cost of Work times .0002)
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	MCC P & P Bond Premium (Not Required)
	 	 	 	 	 	 	 	 	 	 	 	$	—	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Subtotal
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	MCC Fee @ 3.25%
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	Project Total
	 	 	 	 	 	 	 	 	 	 	 	$	0	 
	 	 	MCC Contingency @ 10% times Cost of Work
	 	 	 	 	 	 	 	 	10.00	%	 	$	0	 
	 	 	Area Total
	 	 	 	 	 	 	 	 	 	 	 	$	0	 

5/25/2011

 

 93 of 93

 

EXHIBIT A

Description of Site

SEE AGREEMENT FOR “EXHIBIT A”

 

 

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START CONSTRUCT ON 0 Zv n A 17 UN10 A P KTST a TOHa. L R VER PROJECT START DELA Y DUE TOH GH R VER
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03NOV11 28JAN12 MWELD GROUT DETA LPP.ECAST PG1230 TOPP MG SLA S / STA RS S RA L NGS 40 40 26NOV11
14JAN12
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03FE 12 09FE 12 PASSENOE ELEVATOH(GP 1) ‘PGPE1 1000 PASSENGER ELEVATOR (GP 1) TM 16DEC11 21JAH12 0
PASSENGER ELEVATOP (ap.f HT.F N PGPE1 15 PASSENGER ELEVATOR (GP 1) NT. F N SHES 10 10 23JAN12
02FE 12 .qppssmQs p. GF.n.TESTS PGPE1 1900 PASSENGER ELEVATOR (GP 1) TEST & ADJUST 6 6 03FE 12 09FE
12 pASSENe£f Q on(GP.4l PGPE4 1000 PASSENGER ELEVATOR (GP 4) 30 30 23JAN 12 g5FE 12 HPASSe
GEHELEVATOR GFM NT PGPE4 15 PASSENGER ELEVATOR (GP 4) NT. F N SHES Jl0
 _____ 
10 27FE 12 08MAR12
FASSENGERELEVA OR GP 4> T PGPE4 19Q0 PASSENGER ELEVATOR (GP 4) TEST & ADJUST 6 6 09W.R12
15MAR12 ŒPASSENGEP. ELEVATOR (GP 2) PGPE2 1000 PASSENGER ELEVATOR (GP 2) J30 30 23JAN12 25FE 12
apASS£NaER ( 3P.2). PGPE2 1500 PASSENGER ELEVATOH (GP 2) NT. F N SHES 10 10 27FE 12 03rMR12
PASSÉNGERELEVATOH(GP.2>.T PGPE2 1900 PASSENGER ELEVATOR (GP 2J TEST & ADJUST 6 09MAR12
15MAR12 fflartdate 26APR10 ''Earty ar TMfe %Ugg P nnacle Enterta nment R f Data date 0APR11 . . .
n n A . 1 Cnt cal ar RMncfata Q2MAY11 Ht note cas no tsa on muge LM. Summary ar Pans num Rr 36A
MCC PROJECT 3278 Start m l estone po nt ©Pr nq ra3y$tmlnç. > F n sh m l estone po nt

 

 

 

EXHIBIT “C”

MANHATTAN CONSTRUCTION COMPANY

PINNACLE ENTERTAINMENT BATON ROUGE CASINO & RESORT

DESCRIPTION: CONTRACTORS PERSONNEL & RATES

DATE: 11 -May-11

PREPARED BY: DKD

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	Weekly Salary w/	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	FUTA & SUTA;	 	 	 	 	 	 	Monthly	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MCC	 	 	 	 	 	SS & Medicare;	 	 	 	 	 	 	Computer	 	 	 	 	 	 	Monthly	 	 	TOTAL	 	 	 	 
	PAYROLL	 	 	 	 	 	Worker’s Comp.;	 	 	 	 	 	 	Equip/Software/	 	 	 	 	 	 	Estimated On	 	 	WEEKLY	 	 	 	 
	CLASS	 	MCC DESCRIPTION /	 	 	 	Health Insurance;	 	 	Monthly Cell	 	 	Network/Server/	 	 	Monthly Truck	 	 	Sits Safety and	 	 	BILLABLE	 	 	 	 
	#	 	CLASSIFICATION	 	EMPLOYEE NAME	 	401 K	 	 	Phone Expenses	 	 	TI Line	 	 	Rental Charges	 	 	Quality Training	 	 	RATE	 	 	NOTES	 
	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	5	 	PROJECT EXECUTIVE
	 	Duane K Duffy	 	 	6,517	 	 	 	150	 	 	 	490	 	 	 	 	 	 	 	216	 	 	 	7,373	 	 	 	 	 
	15	 	SR PROJECT MANAGER
	 	Michael Thompson	 	 	3,827	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	127	 	 	 	4,569	 	 	 	 	 
	15	 	SR PROJECT MANAGER
	 	Timothy Norton	 	 	3,870	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	128	 	 	 	4,613	 	 	 	 	 
	20	 	PROJECT MANAGER LI
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	25	 	PROJECT MANAGER Lll
	 	Larry Rooney	 	 	2,210	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	82	 	 	 	2,907	 	 	 	 	 
	25	 	PROJECT MANAGER Lll
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	30	 	ASST PROJECT MANAGER
	 	Jeffrey Allen	 	 	2,105	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	69	 	 	 	2,789	 	 	 	 	 
	35	 	SR SUPERINTENDENT
	 	Raymond Craig	 	 	3,992	 	 	 	125	 	 	 	490	 	 	 	900	 	 	 	132	 	 	 	5,639	 	 	 	 	 
	40	 	SUPERINTENDENT LI
	 	David Morton	 	 	2,544	 	 	 	125	 	 	 	490	 	 	 	900	 	 	 	84	 	 	 	4,143	 	 	 	 	 
	40	 	SUPERINTENDENT LI
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	40	 	SUPERINTENDENT LI
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	45	 	SUPERINTENDENT Lll
	 	David Keith Juneau	 	 	2,656	 	 	 	125	 	 	 	490	 	 	 	900	 	 	 	88	 	 	 	4,259	 	 	 	 	 
	45	 	SUPERINTENDENT Lll
	 	William Gary King	 	 	2,549	 	 	 	125	 	 	 	490	 	 	 	900	 	 	 	84	 	 	 	4,148	 	 	 	 	 
	45	 	SUPERINTENDENT Lll
	 	Ronnie Dunlop	 	 	2,314	 	 	 	125	 	 	 	490	 	 	 	900	 	 	 	76	 	 	 	3,905	 	 	 	 	 
	45	 	SUPERINTENDENT LII
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	50	 	ASST SUPERINTENDENT
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	50	 	ASST SUPERINTENDENT
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	55	 	SR PROJECT ENGINEER
	 	Lucas Duffy	 	 	1,889	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	62	 	 	 	2,566	 	 	 	 	 
	60	 	MEP COORDINATOR
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	65	 	PROJECT ENGINEER LI
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	65	 	PROJECT ENGINEER LI
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	70	 	PROJECT ENGINEER Lll
	 	Patrick Layhee	 	 	1,606	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	53	 	 	 	2,274	 	 	 	 	 
	70	 	PROJECT ENGINEER Lll
	 	George Ryan Lee	 	 	1,417	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	47	 	 	 	2,079	 	 	 	 	 
	70	 	PROJECT ENGINEER Lll
	 	David Steger	 	 	1,417	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	47	 	 	 	2,079	 	 	 	 	 
	70	 	PROJECT ENGINEER Lll
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	70	 	PROJECT ENGINEER Lll
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	74	 	SR SAFETY ENGINEER
	 	Charlie Myers	 	 	2,328	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	77	 	 	 	3,020	 	 	 	 	 
	74	 	SR SAFETY ENGINEER
	 	Chris Vollenweider	 	 	2,372	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	78	 	 	 	3,065	 	 	 	 	 
	75	 	SAFETY ENGINEER
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	80	 	FIELD ENGINEER LI
	 	Troy Anderson	 	 	2,093	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	69	 	 	 	2,777	 	 	 	 	 
	80	 	FIELD ENGINEER LI
	 	Andy Dupuy	 	 	2,066	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	68	 	 	 	2,749	 	 	 	 	 
	85	 	FIELD ENGINEER Lll
	 	William Teter	 	 	1,769	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	58	 	 	 	2,442	 	 	 	 	 
	86	 	FIELD ENGINEER HELPER
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	90	 	FIELD OFFICE MANAGER
	 	Joye Frith	 	 	1,118	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	37	 	 	 	1,770	 	 	 	 	 
	90	 	FIELD OFFICE MANAGER
	 	Rhonda Rougeau	 	 	1,032	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	34	 	 	 	1,681	 	 	 	 	 
	95	 	SECRETARY
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	110	 	SR ESTIMATOR
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	115	 	ESTIMATOR
	 	Beverly Girgis	 	 	1,963	 	 	 	125	 	 	 	490	 	 	 	 	 	 	 	65	 	 	 	2,643	 	 	 	 	 
	 	 	ADMIN ASST
	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

NOTE: The
staff weekly salary amounts are subject to a maximum adjustment of 5% per year for yearly
salary staff adjustments on 7/01/11 and 7/01/12.

Page 1 of 1

 

 

 

EXHIBIT D

CONTRACTOR’S OWNED EQUIPMENT

5/11/11

MANHATTAN CONSTRUCTION COMPANY

	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	Ave. Monthly	 
	Serial Number	 	Description	 	Daily Rate	 	 	Rate	 
	DS47A26600	 	DATA COLLECTOR
	 	 	1.17	 	 	 	35.00	 
	ZD3018	 	THEODOLITE
	 	 	23.10	 	 	 	693.00	 
	TBD	 	TOTAL STATION (WITH
ACCESSORIES)
	 	 	40.00	 	 	 	1,200.00	 
	A16622732	 	ROTATING LASER-LASERMARK
	 	 	9.50	 	 	 	285.00	 
	TBD	 	ICE MACHINE
	 	 	6.33	 	 	 	190.00	 
	TX LIC #83M169	 	TRAILER MOUNT GENERATOR
	 	 	10.83	 	 	 	325.00	 
	TBD	 	GENERATOR 5-6KW
	 	 	8.33	 	 	 	250.00	 
	VARIES	 	PICKUP TRUCK
	 	 	30.00	 	 	 	900.00	 
	E45685	 	16’ UTILITY TRAILER
	 	 	6.00	 	 	 	180.00	 
	0088	 	ATV
	 	 	20.00	 	 	 	600.00	 
	1555	 	ATV
	 	 	20.00	 	 	 	600.00	 
	54773-01	 	OFFICE TRAILER
	 	 	10.00	 	 	 	300.00	 
	54740-01	 	OFFICE TRAILER
	 	 	10.00	 	 	 	300.00	 
	54705-01	 	OFFICE TRAILER
	 	 	10.00	 	 	 	300.00	 
	CUH618799	 	TOSHIBA DP2840 COPIER
	 	 	13.03	 	 	 	391.00	 
	A31621603266	 	LUCENT PHONE SYSTEM (25
HAND SETS)
	 	 	12.50	 	 	 	380.00	 
	VARIES	 	COMPUTER (WITH T1, NETWORK, ET. AL.)
	 	 	16.33       	 	 	 	490.00	 
	VARIES	 	COMPUTER AIRCARD (SPRINT)
	 	 	2.00	 	 	 	60.00	 
	HC40357	 	STORAGE CONTAINER 40’
	 	 	8.25	 	 	 	250.00	 
	TBD	 	STORAGE CONTAINER 20’
	 	 	6.25	 	 	 	190.00	 
	VARIES	 	MOBILE PHONE
	 	 	4.17	 	 	 	125.00	 
	10H55JS064037A	 	TELESCOPIC FORKLIFT 10,000#
	 	 	80.00	 	 	 	2,400.00	 
	TBD	 	TELESCOPIC FORKLIFT 6,000#
	 	 	36.17	 	 	 	1,085.00	 
	TBD	 	CONCRETE BUCKET 1 CY
	 	 	8.33	 	 	 	250.00	 
	TBD	 	CONCRETE BUCKET 2 CY
	 	 	12.50	 	 	 	375.00	 
	TBD	 	CONCRETE BUCKET 3 CY
	 	 	15.00	 	 	 	450.00	 
	TBD	 	CONCRETE (GEORGIA) BUGGY
	 	 	15.00	 	 	 	450.00	 
	TBD	 	CONCRETE VIBRATOR
	 	 	—	 	 	 	65.00	 
	4TC6U0907349	 	BACKHOE LOADER
	 	 	66.67	 	 	 	2,000.00	 
	TBD	 	SKIDSTEER
	 	 	36.67	 	 	 	1,100.00	 
	TBD	 	SWEEPER
	 	 	43.00	 	 	 	1,290.00	 
	TBD	 	WATER TRUCK 2000 GAL
	 	 	46.50	 	 	 	1,395.00	 
	TBD	 	LIGHT PLANT
	 	 	12.50	 	 	 	375.00	 
	TBD	 	SCISSOR LIFT 19’
	 	 	8.33	 	 	 	250.00	 
	TBD	 	60’ STRAIGHT BOOM LIFT
(60’ DIESEL)
	 	 	45.00	 	 	 	1,350.00	 
	 	 	 
	 	 	 	 	 	 	 	 

 

 

 

EXHIBIT “E”

5/11/2011

CONTRACT DOCUMENT LOG

PINNACLE BATON ROUGE HOTEL AND CASINO

MANNING ARCHITECTS SCHEME #6 PROGRAM

	 	 	 	 	 	 	 

	Volume 1: Site	 	 	 	 
	A0.10
	 	Drawing Index	 	 	2/10/2011	 
	C-1
	 	Index and Keymap	 	 	2/10/2011	 
	C-10.1
	 	Offsite Drainage	 	 	2/10/2011	 
	C-10.2
	 	Offsite Drainage	 	 	2/10/2011	 
	C-10.3
	 	Offsite Drainage	 	 	2/10/2011	 
	C-10.1
	 	Offsite Drainage	 	 	1/20/2011	 
	C-11.1
	 	Stormwater Pollution Prevention	 	 	2/10/2011	 
	C-3
	 	Overall Site Plan	 	 	2/10/2011	 
	C-4.1
	 	Demolition Plan	 	 	2/10/2011	 
	C-4.2
	 	Demolition Plan	 	 	2/10/2011	 
	C-5.9
	 	Sections	 	 	2/10/2011	 
	C-7.2
	 	Concrete Sloped Pavement and Details	 	 	2/10/2011	 
	C-7.3
	 	Crane Foundation Plan	 	 	2/10/2011	 
	C-8.1
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.2
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.3
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.4
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.5
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.6
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.7
	 	Drainage Layout	 	 	2/10/2011	 
	C-8.8
	 	Overall Drainage Plan	 	 	2/10/2011	 
	C-9.1
	 	Grading Layout	 	 	2/10/2011	 
	C-9.10
	 	Hotel-Garage Building pad Grading Plan	 	 	2/10/2011	 
	C-9.2
	 	Grading Layout	 	 	2/10/2011	 
	C-9.3
	 	Grading Layout	 	 	2/10/2011	 
	C-9.4
	 	Grading Layout	 	 	2/10/2011	 
	C-9.5
	 	Grading Layout	 	 	2/10/2011	 
	C-9.6
	 	Grading Layout	 	 	2/10/2011	 
	C-9.7
	 	Grading Layout	 	 	2/10/2011	 
	C-9.8
	 	Overall Grading Plan	 	 	2/10/2011	 
	C-9.9
	 	Overall Building Pad Layout Plan	 	 	2/10/2011	 
	A1.00
	 	Overall Architectural Site Plan	 	 	1/14/2011	 
	C-10.4
	 	Plan & Profile – Baseline A	 	 	12/21/2010	 
	C-10.5
	 	Plan & Profile – Baseline A	 	 	12/21/2010	 
	C-10.6
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	12/21/2010	 
	C-10.7
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	12/21/2010	 
	C-11.2
	 	Stormwater Pollution Prevention	 	 	2/10/2011	 
	C-12.1
	 	Utility Layout	 	 	12/21/2010	 
	C-12.2
	 	Onsite Utility Layout	 	 	12/21/2010	 
	C-14.1
	 	Levee Improvements – Plan Profile	 	 	1/14/2011	 
	C-14.10
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 

 

1 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	C-14.11
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.12
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.13
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.14
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.15
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.16
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.17
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.18
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.19
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.2
	 	Levee Improvements – Plan Profile	 	 	1/14/2011	 
	C-14.3
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.4
	 	Levee Improvements – Typical Sections	 	 	1/14/2011	 
	C-14.5
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.6
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.7
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.8
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.9
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-16.3
	 	Miscellaneous Details	 	 	2/10/2011	 
	C-16.4
	 	Miscellaneous Details	 	 	2/10/2011	 
	C-16.5
	 	Miscellaneous Details	 	 	2/10/2011	 
	C-16.6
	 	Miscellaneous Details	 	 	2/10/2011	 
	C-2
	 	Existing Conditions	 	 	12/21/2010	 
	C-5.1
	 	Pavement Layout	 	 	12/21/2010	 
	C-5.2
	 	Typical Sections	 	 	12/21/2010	 
	C-5.3
	 	Typical Sections	 	 	12/21/2010	 
	C-5.4
	 	Typical Sections	 	 	12/21/2010	 
	C-5.5
	 	Typical Sections	 	 	12/21/2010	 
	C-5.6
	 	Typical Sections	 	 	12/21/2010	 
	C-5.7
	 	Typical Sections	 	 	12/21/2010	 
	C-5.8
	 	Typical Sections	 	 	12/21/2010	 
	C-6.1
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.2
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.3
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.4
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.5
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.6
	 	Geometric Layout	 	 	12/21/2010	 
	C-6.7
	 	Geometric Layout	 	 	12/21/2010	 
	C-7.1
	 	Basin Layout	 	 	12/21/2010	 
	E1.00
	 	Electrical Overview Site	 	 	12/21/2010	 
	E1.11
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.12
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.13
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.15
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.16
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.17
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.18
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.19
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.21
	 	Electrical Site Plan	 	 	12/21/2010	 

 

2 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	E1.22
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.23
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.24
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.25
	 	Electrical Site Plan	 	 	12/21/2010	 
	E1.26
	 	Electrical Site Plan	 	 	12/21/2010	 
	L1.01
	 	Landscape Sheet Index	 	 	12/21/2010	 
	L1.02
	 	Landscape Orientation Plan	 	 	12/21/2010	 
	L1.03
	 	Landscape Finish Schedule	 	 	12/21/2010	 
	L1.04
	 	Landscape Site Graphic	 	 	12/21/2010	 
	L2.01
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.02
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.03
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.04
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.05
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.06
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.07
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.08
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.09
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.10
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.11
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.12
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.13
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.14
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.15
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.16
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.17
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.18
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L2.19
	 	Landscape Call Out Plan	 	 	12/21/2010	 
	L3.01
	 	Landscape Notes/Legends	 	 	12/21/2010	 
	M1.00
	 	Mechanical Overview Site Plan	 	 	12/21/2010	 
	M1.22
	 	Mechanical Site Plan	 	 	12/21/2010	 
	M1.23
	 	Mechanical Site Plan	 	 	12/21/2010	 
	M1.27
	 	Mechanical Site Plan	 	 	12/21/2010	 
	P1.00
	 	Plumbing Overview Site Plan	 	 	12/21/2010	 
	P1.22
	 	Plumbing Site Plan	 	 	12/21/2010	 
	P1.23
	 	Plumbing Site Plan	 	 	12/21/2010	 
	P1.27
	 	Plumbing Site Plan	 	 	12/21/2010	 
	A0.00
	 	Site Cover Sheet	 	 	1/14/2011	 
	A0.11
	 	Drawing Index	 	 	1/14/2011	 
	A0.30
	 	Overall Architectural Key Plan	 	 	1/14/2011	 
	A1.10
	 	Site Plan	 	 	12/21/2010	 
	A1.11
	 	Site Plan	 	 	12/21/2010	 
	A1.12
	 	Site Plan	 	 	12/21/2010	 
	A1.13
	 	Site Plan	 	 	12/21/2010	 
	A1.14
	 	Site Plan	 	 	12/21/2010	 
	A1.15
	 	Site Plan	 	 	12/21/2010	 
	A1.16
	 	Site Plan	 	 	12/21/2010	 
	A1.17
	 	Site Plan	 	 	12/21/2010	 

 

3 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	A1.18
	 	Site Plan	 	 	12/21/2010	 
	A1.19
	 	Site Plan	 	 	12/21/2010	 
	A1.20
	 	Site Plan	 	 	12/21/2010	 
	A1.21
	 	Site Plan	 	 	12/21/2010	 
	A1.22
	 	Site Plan	 	 	12/21/2010	 
	A1.23
	 	Site Plan	 	 	12/21/2010	 
	A1.24
	 	Site Plan	 	 	12/21/2010	 
	A1.25
	 	Site Plan	 	 	12/21/2010	 
	A1.26
	 	Site Plan	 	 	12/21/2010	 
	A1.27
	 	Site Plan	 	 	12/21/2010	 
	C-10.10
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	11/12/2010	 
	C-10.11
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	11/12/2010	 
	C-10.12
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	11/12/2010	 
	C-10.8
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	11/12/2010	 
	C-10.9
	 	Plan & Profile – U.S. Army Corps Baseline	 	 	11/12/2010	 
	C-12.3
	 	Utility Details	 	 	11/12/2010	 
	C-13.1
	 	Plan and Profile – Baseline A	 	 	12/21/2010	 
	C-13.2
	 	Plan and Profile – Baseline A	 	 	12/21/2010	 
	C-13.3
	 	Plan and Profile – Baseline A	 	 	12/21/2010	 
	C-13.4
	 	Plan and Profile – Baseline A	 	 	12/21/2010	 
	C-13.5
	 	Plan and Profile – Baseline A	 	 	12/21/2010	 
	C-14.20
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.21
	 	Levee Improvements – Cross Sections	 	 	1/14/2011	 
	C-14.22
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.23
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.24
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.25
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.26
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.27
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-14.28
	 	South Levee – Cross Sections	 	 	1/14/2011	 
	C-15.1
	 	Striping and Signage Layout	 	 	12/21/2010	 
	C-15.2
	 	Striping and Signage Layout	 	 	12/21/2010	 
	C16.1
	 	ADA Details	 	 	12/21/2010	 
	C16.2
	 	Miscellaneous Details	 	 	12/21/2010	 
	C-6.8
	 	Curve Data Tables	 	 	11/12/2010	 
	C-7.2A
	 	Concrete Sloped Pavement	 	 	1/14/2011	 
	C-7.2B
	 	Concrete Sloped Pavement and Details	 	 	1/14/2011	 
	C-7.4
	 	Joint Layout	 	 	12/21/2010	 
	C-8.9
	 	Overall Drainage Plan	 	 	11/12/2010	 
	C-9.11
	 	Support facility Building Pad Grading Plan	 	 	2/10/2011	 
	CS-1
	 	Phase 1 Construction General Notes	 	 	1/14/2011	 
	CS-2
	 	Phase 1 Construction General Layout	 	 	1/14/2011	 
	CS-3
	 	Phase 1 Construction Foundation Plan	 	 	1/14/2011	 
	CS-4
	 	Phase 1 Construction Bents 46R, 47R & 52R-62R Plan & Elevation	 	 	1/14/2011	 
	CS-5
	 	Phase 1 Construction Bents 48R – 51R Plan & Elevation	 	 	1/14/2011	 
	CS-6
	 	Phase 1 Construction Loading Dock Drive Platform Deck Plan	 	 	1/14/2011	 
	CS-7
	 	Phase 1 Construction Deck Details (1 of 2)	 	 	1/14/2011	 
	CS-8
	 	Phase 1 Construction Deck Details (2 of 2)	 	 	1/14/2011	 

 

4 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	CS-9
	 	Phase 1 Construction Miscellaneous Details	 	 	1/14/2011	 
	E0.10
	 	Symbol List	 	 	12/21/2010	 
	E0.11
	 	Standard Details Grounding Methods	 	 	12/21/2010	 
	E1.10
	 	Electrical Site Plan	 	 	11/12/2010	 
	E1.14
	 	Electrical Site Plan	 	 	11/12/2010	 
	E1.20
	 	Electrical Site Plan	 	 	11/12/2010	 
	E1.27
	 	Electrical Site Plan	 	 	11/12/2010	 
	E3.00
	 	Single Line Diagram – Normal	 	 	11/12/2010	 
	E3.01
	 	Single Line Diagram – Emergency	 	 	11/12/2010	 
	E3.02
	 	Low Voltage Riser Diagram	 	 	12/21/2010	 
	E4.00
	 	Feeder, Transformer, and Light Fixture Schedule	 	 	11/12/2010	 
	E4.00
	 	Feeder, Transformer, and Light Fixture Schedule	 	 	12/21/2010	 
	E4.10
	 	Panel Schedules – Normal	 	 	11/12/2010	 
	E4.10
	 	Panel Schedules – Normal	 	 	12/21/2010	 
	E4.11
	 	Panel Schedules – Emergency	 	 	11/12/2010	 
	E4.20
	 	Distribution Equipment Schedules	 	 	11/12/2010	 
	E4.30
	 	Ductbank Sections	 	 	12/21/2010	 
	E4.31
	 	Ductbank Sections	 	 	12/21/2010	 
	L3.02
	 	Landscape Construction Details	 	 	12/21/2010	 
	L4.01
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.02
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.03
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.04
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.05
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.06
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.07
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.08
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.09
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.10
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.11
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.12
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.13
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.14
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.15
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.16
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.17
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.18
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L4.19
	 	Landscape Irrigation Master Plan	 	 	12/21/2010	 
	L5.01
	 	Landscape Irrigation Notes/Legends	 	 	12/21/2010	 
	L5.02
	 	Landscape Irrigation Details	 	 	12/21/2010	 
	L5.03
	 	Landscape Irrigation Details	 	 	12/21/2010	 
	L6.01
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.02
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.03
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.04
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.05
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.06
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.07
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 

 

5 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	L6.08
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.09
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.10
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.11
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.12
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.13
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.14
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.15
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.16
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.17
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.18
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	L6.19
	 	Landscape Planting Plan Trees and Groundcover	 	 	12/21/2010	 
	M0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	12/21/2010	 
	M0.20
	 	Mechanical Details	 	 	12/21/2010	 
	M0.21
	 	Mechanical Details	 	 	12/21/2010	 
	M0.22
	 	Mechanical Details	 	 	12/21/2010	 
	M0.23
	 	Mechanical Details	 	 	12/21/2010	 
	P0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	12/21/2010	 
	P0.20
	 	Plumbing Details	 	 	12/21/2010	 
	P0.21
	 	Plumbing Details	 	 	12/21/2010	 
	S-1
	 	Foundation Plan	 	 	11/12/2010	 
	S-10
	 	Bents 42-50 Plan & Elevation	 	 	11/12/2010	 
	S-2
	 	Foundation Plan	 	 	11/12/2010	 
	S-3
	 	Foundation Plan	 	 	11/12/2010	 
	S-4
	 	Bents 26-34 Plan & Elevation	 	 	11/12/2010	 
	S-5
	 	Bents 28-31 Plan & Elevation	 	 	11/12/2010	 
	S-6
	 	Bents 35-36 Plan & Elevation	 	 	11/12/2010	 
	S-7
	 	Bent 37 Plan & Elevation	 	 	11/12/2010	 
	S-8
	 	Bents 38-39 Plan & Elevation	 	 	11/12/2010	 
	S-9
	 	Bents 40-41 Plan & Elevation	 	 	11/12/2010	 
	 
	 	 	 	 	 	 
	Volume 2: Tower	 	 	 	 
	AV0.01
	 	Symbols and Legends	 	 	12/21/2010	 
	AV1.00
	 	Overall Audio/Visual Site Plan	 	 	12/21/2010	 
	AV1.16
	 	Audio/Visual Site Plan	 	 	12/21/2010	 
	AV1.22
	 	Audio/Visual Site Plan	 	 	12/21/2010	 
	AV1.23
	 	Audio/Visual Site Plan	 	 	12/21/2010	 
	AV4.01
	 	A/V Fixture Schedule	 	 	12/21/2010	 
	AV7.01
	 	Overall AV Topology – Site	 	 	12/21/2010	 
	AV7.02
	 	Overall Topology	 	 	11/12/2010	 
	LD0.01
	 	Symbols and Legends	 	 	12/21/2010	 
	LD0.02
	 	Notes	 	 	12/21/2010	 
	LD1.00
	 	Overall Lighting Site Plan	 	 	12/21/2010	 
	LD1.13
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.15
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.16
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.17
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.18
	 	Lighting Site Plan	 	 	12/21/2010	 

 

6 of 54

 

EXHIBIT“E”

	 	 	 	 	 	 	 

	LD1.20
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.21
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.22
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.23
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.26
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD1.27
	 	Lighting Site Plan	 	 	12/21/2010	 
	LD4.01
	 	Lighting Fixture Schedule	 	 	12/21/2010	 
	LD4.01
	 	Lighting Fixture Schedule	 	 	11/12/2010	 
	LD7.02
	 	Overall Topology	 	 	11/12/2010	 
	TA0.00
	 	Cover Sheet	 	 	2/4/2011	 
	TA0.10
	 	Drawing Index	 	 	2/15/2011	 
	TA0.10
	 	Drawing Index	 	 	2/4/2011	 
	TA0.10
	 	Drawing Index	 	 	2/2/2011	 
	TA0.11
	 	Drawing Index	 	 	2/4/2011	 
	TA0.12
	 	Drawing Index	 	 	12/21/2010	 
	TA0.13
	 	Drawing Index	 	 	12/21/2010	 
	TA0.14
	 	Drawing Index	 	 	11/23/2010	 
	TA0.17
	 	Drawing Index	 	 	11/23/2010	 
	TA0.20
	 	Information Site Package	 	 	12/21/2010	 
	TA0.21
	 	ADA Notes and Figures	 	 	12/21/2010	 
	TA0.30
	 	Overall Architectural Key Plan	 	 	12/21/2010	 
	TA0.40
	 	Wall Types	 	 	12/21/2010	 
	TA0.41
	 	Wall Types	 	 	12/21/2010	 
	TA1.00
	 	Overall Architectural Site Plan	 	 	11/23/2010	 
	TA2.10
	 	Hotel Tower Floor Plans Level 0 Level 1	 	 	12/21/2010	 
	TA2.20
	 	Hotel Tower Floor Plans Level 1.5 Level 2	 	 	12/21/2010	 
	TA2.30
	 	Hotel Tower Floor Plans Level 3 Level 4-11	 	 	12/21/2010	 
	TA2.40
	 	Hotel Tower Floor Plans Level 12 Roof Plan	 	 	12/21/2010	 
	TA2.50
	 	Hotel Tower Lower Roof Plan Upper Roof Plan	 	 	12/21/2010	 
	TA3.10
	 	Hotel Tower East Elevation	 	 	12/21/2010	 
	TA3.20
	 	Hotel Tower West Elevation	 	 	12/21/2010	 
	TA3.30
	 	Hotel Tower North and South Elevations	 	 	12/21/2010	 
	TA3.40
	 	Hotel Tower South Elevation	 	 	12/21/2010	 
	TA3.50
	 	Hotel Tower Building Section	 	 	12/21/2010	 
	TA3.60
	 	Hotel Tower Building Section	 	 	12/21/2010	 
	TA3.70
	 	Hotel Tower Building Section	 	 	12/21/2010	 
	TA4.10
	 	Room Finish Schedule	 	 	12/21/2010	 
	TA4.20
	 	Door Schedule	 	 	12/21/2010	 
	TA4.21
	 	Door Schedule	 	 	12/21/2010	 
	TA4.22
	 	Door Schedule	 	 	12/21/2010	 
	TA4.30
	 	Head, Jamb, Sill Details	 	 	12/21/2010	 
	TA4.31
	 	Head, Jamb, Sill Details	 	 	12/21/2010	 
	TA6.01
	 	Hotel Shower Details	 	 	12/21/2010	 
	TA6.01
	 	Hotel Shower Details	 	 	11/12/2010	 
	TA6.02
	 	Guestroom Details	 	 	12/21/2010	 
	TA6.03
	 	Enlarged Elevations	 	 	12/21/2010	 
	TA7.00
	 	Hotel Tower Stair Plans	 	 	12/21/2010	 
	TA7.10
	 	Hotel Tower Stair Plans & Sections	 	 	12/21/2010	 

 

7 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TA7.20
	 	Hotel Tower Stair Plans & Sections	 	 	12/21/2010	 
	TA8.00
	 	Enlarged Plans Guestroom Mock-Up Package	 	 	11/12/2010	 
	TA8.01
	 	Schedule & Details Mock-Up Package	 	 	11/12/2010	 
	TA8.10
	 	Hotel Tower Enlarged Guestroom Plans/RCPS	 	 	12/21/2010	 
	TA8.11
	 	Hotel Tower Enlarged Guestroom Plans/RCPS	 	 	12/21/2010	 
	TA8.12
	 	Hotel Tower Enlarged Guestroom Plans/RCPS	 	 	12/21/2010	 
	TA8.13
	 	Hotel Tower Enlarged Guestroom Plans/RCPS	 	 	12/21/2010	 
	TA8.14
	 	Hotel Tower Enlarged Guestroom Plans/RCPS	 	 	12/21/2010	 
	TA8.16
	 	Hotel Tower Enlarged Typical Guestroom Bath Plans	 	 	12/21/2010	 
	TA8.17
	 	Hotel Tower Enlarged Typical Guestroom Bath Plans	 	 	12/21/2010	 
	TA8.30
	 	Hotel Tower Enlarged Sections	 	 	12/21/2010	 
	TA8.31
	 	Hotel Tower Enlarged Sections	 	 	12/21/2010	 
	TA9.10
	 	Hotel Tower Reflected Ceiling Level 0 Level 1	 	 	12/21/2010	 
	TA9.20
	 	Hotel Tower Reflected Ceiling Level 1.5 Level 2	 	 	12/21/2010	 
	TA9.30
	 	Hotel Tower Reflected Ceiling Plans Level 3 Levels 4-11	 	 	12/21/2010	 
	TA9.40
	 	Hotel Tower Reflected Plan Level 12 Roof Plan	 	 	12/21/2010	 
	TAS 2.50
	 	Hotel Tower Slab Plans Lower/Upper Roof Level	 	 	12/21/2010	 
	TAS2.10
	 	Hotel Tower Slab Plans Level 0 and Level 1	 	 	2/4/2011	 
	TAS2.20
	 	Hotel Tower Slab Plans Level 1.5 and Level 2	 	 	2/4/2011	 
	TAS2.30
	 	Hotel Tower Slab Plans Level 3 and levels 4-11	 	 	2/4/2011	 
	TAS2.40
	 	Hotel Tower Slab Plan Level 12 Roof Slab	 	 	2/4/2011	 
	TAS2.50
	 	Thotel Tower Slab Plan Roof Level	 	 	2/4/2011	 
	TAS2.60
	 	Garage Elevator Tower Slab Plan	 	 	2/4/2011	 
	TAV0.01
	 	Symbols and Legends	 	 	12/21/2010	 
	TAV2.10
	 	Hotel Tower Audio Visual Plans Level 0 and 1	 	 	12/21/2010	 
	TAV2.20
	 	Hotel Tower Audio Visual Plans Level 1.5 and 2	 	 	12/21/2010	 
	TAV2.40
	 	Hotel Tower Audio Visual Plans Level 12	 	 	12/21/2010	 
	TAV4.01
	 	AV Fixture Schedule	 	 	12/21/2010	 
	TAV7.01
	 	Overall Topology Hotel Tower	 	 	12/21/2010	 
	TAV9.10
	 	Hotel Tower Audio Visual RCP Level 1 (Casino)	 	 	12/21/2010	 
	TAV9.20
	 	Hotel Tower Audio Visual RCP Level 2	 	 	12/21/2010	 
	TAV9.40
	 	Hotel Tower Audio Visual RCP Level 12	 	 	12/21/2010	 
	TC1.00
	 	Tower Grading	 	 	2/4/2011	 
	TE0.10
	 	Symbol List and General Notes	 	 	12/21/2010	 
	TE0.10
	 	Symbol List, Specifications & Panel Schedule	 	 	11/12/2010	 
	TE0.11
	 	Standard Details and Grounding Methods	 	 	12/21/2010	 
	TE0.20
	 	Single Line Diagram, Panel & Lighting Fixture Schedules	 	 	11/12/2010	 
	TE2.10
	 	Hotel Tower Power/Signal Plans Level 1 & 2	 	 	12/21/2010	 
	TE2.20
	 	Hotel Tower Power/Signal Plans Level 1.5 & 2	 	 	12/21/2010	 
	TE2.30
	 	Hotel Tower Power/Signal Plans Level 3 & 4	 	 	12/21/2010	 
	TE2.31
	 	Hotel Tower Power/Signal Plans Level 5 & 6	 	 	12/21/2010	 
	TE2.32
	 	Hotel Tower Power/Signal Plans Level 7 & 8	 	 	12/21/2010	 
	TE2.33
	 	Hotel Tower Power/Signal Plans Level 9 & 10	 	 	12/21/2010	 
	TE2.34
	 	Hotel Tower Power/Signal Plan Level 11 & 12	 	 	12/21/2010	 
	TE2.40
	 	Hotel Tower Power/Signal Plans Level 11.5 & 12	 	 	12/21/2010	 
	TE2.50
	 	Hotel Tower Power Lower Roof and Upper Roof Plans	 	 	12/21/2010	 
	TE2.60
	 	Hotel Tower Power/Signal Plans Level 9 & 10	 	 	11/12/2010	 
	TE2.70
	 	Hotel Tower Power/Signal Plans Level 11 & 12	 	 	11/12/2010	 

 

8 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TE2.80
	 	Hotel Tower Power/Signal Plans Roof Levels	 	 	11/12/2010	 
	TE3.00
	 	Single Line Diagram – Normal	 	 	12/21/2010	 
	TE3.01
	 	Single Line Diagram – Emergency	 	 	12/21/2010	 
	TE3.10
	 	Riser Diagrams	 	 	12/21/2010	 
	TE3.11
	 	Riser Diagrams	 	 	12/21/2010	 
	TE3.12
	 	Riser Diagrams	 	 	12/21/2010	 
	TE4.00
	 	Feeder, Transformer & Lighting Fixture Schedules	 	 	12/21/2010	 
	TE4.01
	 	Lighting Fixture and Compliance Certificate	 	 	12/21/2010	 
	TE4.10
	 	Panel Schedules – Normal	 	 	11/12/2010	 
	TE4.11
	 	Panel Schedules – Normal	 	 	12/21/2010	 
	TE4.12
	 	Panel Schedules – Normal	 	 	11/12/2010	 
	TE4.13
	 	Panel Schedules – Emergency	 	 	12/21/2010	 
	TE4.20
	 	Distribution Equipment Schedules	 	 	12/21/2010	 
	TE5.00
	 	Enlarged Electrical Plans	 	 	12/21/2010	 
	TE5.01
	 	Enlarged Electrical Plans	 	 	12/21/2010	 
	TE8.00
	 	Enlarged Guestrooms Electrical Plans	 	 	11/12/2010	 
	TE8.10
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TE8.11
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TE8.12
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TE8.20
	 	Hotel Tower Enlarged Typical Cooridor	 	 	12/21/2010	 
	TE9.10
	 	Hotel Tower Lighting Plans Level 0 & 1	 	 	12/21/2010	 
	TE9.20
	 	Hotel Tower Lighting Plans Level 1.5 & 2	 	 	12/21/2010	 
	TE9.30
	 	Hotel Tower Lighting Plans Level 3 & Levels 4-11	 	 	12/21/2010	 
	TE9.31
	 	Hotel Tower Lighting Plans Level 5 & 6	 	 	12/21/2010	 
	TE9.32
	 	Hotel Tower Lighting Plans Level 7 & 8	 	 	12/21/2010	 
	TE9.33
	 	Hotel Tower Lighting Plans Level 9 & 10	 	 	12/21/2010	 
	TE9.34
	 	Hotel Tower Lighting Plans Level 11	 	 	12/21/2010	 
	TE9.40
	 	Hotel Tower Lighting Plans Level 12 and Roof	 	 	12/21/2010	 
	TE9.50
	 	Hotel Tower Lighting Plans Level 7 & 8	 	 	11/12/2010	 
	TE9.60
	 	Hotel Tower Lighting Plans Level 9 & 10	 	 	11/12/2010	 
	TE9.70
	 	Hotel Tower Lighting Plans Level 11 & 12	 	 	11/12/2010	 
	TFA0.01
	 	Hotel Fire Alarm General Notes	 	 	12/21/2010	 
	TFA0.10
	 	Hotel Tower Fire Alarm Plan Level 0	 	 	12/21/2010	 
	TFA0.20
	 	Hotel Tower Fire Alarm Plan Level 1	 	 	12/21/2010	 
	TFA0.30
	 	Hotel Tower Fire Alarm Plan Level 1.5	 	 	12/21/2010	 
	TFA0.40
	 	Hotel Tower Fire Alarm Plan Level 2	 	 	12/21/2010	 
	TFA0.50
	 	Hotel Tower Fire Alarm Plan Level 3	 	 	11/12/2010	 
	TFA0.60
	 	Hotel Tower Fire Alarm Plan Level 4-11	 	 	11/12/2010	 
	TFA0.70
	 	Hotel Tower Fire Alarm Plan Level 11.5	 	 	11/12/2010	 
	TFA0.80
	 	Hotel Tower Fire Alarm Plan Level 12	 	 	11/12/2010	 
	TFP0.00
	 	Hotel Tower Fire Protection General Notes	 	 	12/21/2010	 
	TFP0.10
	 	Hotel Tower Fire Protection Plan Level 0	 	 	12/21/2010	 
	TFP0.20
	 	Hotel Tower Fire Protection Plan Level 1	 	 	12/21/2010	 
	TFP0.30
	 	Hotel Tower Fire Protection Plan Level 1.5	 	 	12/21/2010	 
	TFP0.40
	 	Hotel Tower Fire Protection Plan Level 2	 	 	12/21/2010	 
	TFP0.50
	 	Hotel Tower Fire Protection Plan Level 3	 	 	11/12/2010	 
	TFP0.60
	 	Hotel Tower Fire Protection Plan Level 4-11	 	 	11/12/2010	 
	TFP0.70
	 	Hotel Tower Fire Protection Plan
Level 11.5	 	 	11/12/2010	 

 

9 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TFP0.80
	 	Hotel Tower Fire Protection Plan Level 12	 	 	11/12/2010	 
	TFP0.90
	 	Hotel Tower Fire Protection Plan Roof Plan	 	 	11/12/2010	 
	TFP5.00
	 	Hotel Tower Fire Protection Details	 	 	12/21/2010	 
	TFP5.01
	 	Hotel Tower Fire Protection Details	 	 	12/21/2010	 
	T-FSA1
	 	Room Service Floor Plan	 	 	12/21/2010	 
	T-FSA2
	 	Room Service Equipment Schedule and Requirements	 	 	12/21/2010	 
	T-FSA3
	 	Room Service Food Service Plumbing Plan	 	 	12/21/2010	 
	T-FSA4
	 	Room Service Food Service Electrical Plan	 	 	12/21/2010	 
	T-FSA5
	 	Room Service Food Service Building Conditions Beverage Conduits	 	 	12/21/2010	 
	T-FSA6
	 	Room Service Food Service Refridgeration Plan	 	 	12/21/2010	 
	T-FSA6.1
	 	Room Service Food Service Refridgeration Plan	 	 	12/21/2010	 
	T-FSA7
	 	Room Service Exhaust Hood Plan	 	 	12/21/2010	 
	T-FSA7.1
	 	Room Service Exhaust Hood Plan	 	 	12/21/2010	 
	T-FSA7.2
	 	Room Service Exhaust Hood Plan	 	 	12/21/2010	 
	T-FSA7.3
	 	Room Service Exhaust Hood Plan	 	 	12/21/2010	 
	T-FSA7.4
	 	Room Service Exhaust Hood Plan	 	 	12/21/2010	 
	T-FSB1
	 	Meeting Rooms Food Service Floor Plan and Schedule	 	 	12/21/2010	 
	T-FSB2
	 	Meeting Rooms Food Service Plumbing Plan Electrical Plan	 	 	12/21/2010	 
	T-FSC1
	 	Pool bar Floor Plan Schedule and Requirements	 	 	12/21/2010	 
	T-FSC2
	 	Pool Bar Plumbing Plan Electrical Plan	 	 	12/21/2010	 
	T-FSC3
	 	Pool Bar Building Conditions Beverage Conduits Refridgeration Plan	 	 	12/21/2010	 
	TID0.00
	 	Cover Sheet	 	 	11/12/2010	 
	TID0.01
	 	General Notes	 	 	12/21/2010	 
	TID0.02
	 	Sheet Index	 	 	11/12/2010	 
	TID0.03
	 	BOH Interiors Finish Schedule	 	 	12/21/2010	 
	TID0.10
	 	General Notes Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID0.11
	 	Schedules Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID1.00
	 	Overall Plan Service Level	 	 	12/21/2010	 
	TID1.00
	 	Plan & RCP Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID1.01
	 	Overall RCP Service Level	 	 	12/21/2010	 
	TID1.10
	 	Overall Plan Floor 2	 	 	12/21/2010	 
	TID1.11
	 	Overall RCP Floor 2	 	 	12/21/2010	 
	TID1.20
	 	Overall Plan Floor 2	 	 	11/12/2010	 
	TID1.20
	 	Overall Plan 1.5	 	 	12/21/2010	 
	TID1.21
	 	Overall RCP Floor 2	 	 	11/12/2010	 
	TID1.21
	 	Overall RCP 1.5	 	 	12/21/2010	 
	TID1.30
	 	Overall Plan Floor 3	 	 	11/12/2010	 
	TID1.30
	 	Overall Plan Floor 2	 	 	12/21/2010	 
	TID1.31
	 	Overall RCP Floor 3	 	 	11/12/2010	 
	TID1.31
	 	Overall RCP Floor 2	 	 	12/21/2010	 
	TID1.40
	 	Overall Plans Floors 4-11	 	 	11/12/2010	 
	TID1.40
	 	Overall Plan Floor 3	 	 	12/21/2010	 
	TID1.41
	 	Overall RCP Floors 4-11	 	 	11/12/2010	 
	TID1.41
	 	Overall RCP Floor 3	 	 	12/21/2010	 
	TID1.50
	 	Overall Plan Floor 12	 	 	11/12/2010	 
	TID1.50
	 	Overall Plan Floors 4-11	 	 	12/21/2010	 
	TID1.51
	 	Overall RCP Floor 12	 	 	11/12/2010	 
	TID1.51
	 	Overall RCP Floors 4-11	 	 	12/21/2010	 

 

10 of 54

 

EXHIBIT’E”

	 	 	 	 	 	 	 

	TID1.60
	 	Overall Plan Floor 12	 	 	12/21/2010	 
	TID1.61
	 	Overall RCP Floor 12	 	 	12/21/2010	 
	TID2.00
	 	Entry & Lobby Enlarged Plan	 	 	12/21/2010	 
	TID2.00
	 	Elevations Dbl Queen Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID2.01
	 	Entry & Lobby Enlarged RCP	 	 	12/21/2010	 
	TID2.01
	 	Elevations Dbl Queen Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID2.02
	 	Elevations King Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID2.03
	 	Elevations King Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID2.04
	 	Elevations Corridor Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID2.10
	 	Meeting Room & Offices Enlarged Plan	 	 	12/21/2010	 
	TID2.11
	 	Meeting Room & Offices Enlarged RCP	 	 	12/21/2010	 
	TID2.11
	 	Meeting Room Elevations Floor 1	 	 	12/21/2010	 
	TID2.20
	 	Restroom Plan Floor 1	 	 	12/21/2010	 
	TID2.21
	 	Restroom RCPs Floor 1	 	 	12/21/2010	 
	TID2.22
	 	Lobby Restroom Elevations	 	 	12/21/2010	 
	TID2.23
	 	BOH Restrooms Elevations	 	 	12/21/2010	 
	TID2.30
	 	Entry & Lobby Enlarged Plan Floor 2	 	 	12/21/2010	 
	TID2.31
	 	Entry & Lobby Enlarged RCP Floor 2	 	 	12/21/2010	 
	TID3.00
	 	Elevator Lobby Enlarged Plan Floors 1-11	 	 	11/12/2010	 
	TID3.00
	 	Elevator Lobby Plans	 	 	12/21/2010	 
	TID3.00
	 	Details Guestroom Mock-Up Package	 	 	11/12/2010	 
	TID3.01
	 	Elevator Lobby Enlarged RCP Floors 1-11	 	 	11/12/2010	 
	TID3.01
	 	Elevator Lobby RCPs	 	 	12/21/2010	 
	TID3.02
	 	Elevator Lobby Elevations	 	 	12/21/2010	 
	TID3.03
	 	Elevator Lobby Elevations	 	 	12/21/2010	 
	TID3.10
	 	Elevator Lobby Enlarged Plan Floor 12	 	 	11/12/2010	 
	TID3.10
	 	Elevator Cars Enlarged Plans, RCPs & Elevations	 	 	12/21/2010	 
	TID3.11
	 	Elevator Lobby Enlarged RCP Floor 12	 	 	11/12/2010	 
	TID3.40
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.41
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.42
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.43
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.44
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.45
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID3.46
	 	Hotel Cooridor Elevations	 	 	12/21/2010	 
	TID4.00
	 	Typical King Enlarged Plan Floors 2-11	 	 	12/21/2010	 
	TID4.01
	 	Typ. King Enlarged RCP Floors 2-11	 	 	12/21/2010	 
	TID4.02
	 	Typ King Elevations Floors 2-11	 	 	12/21/2010	 
	TID4.03
	 	Typ King Elevations Floors 2-12	 	 	12/21/2010	 
	TID4.10
	 	Typ. Dbl. Queen Enlarged Plan Floors 2-11	 	 	12/21/2010	 
	TID4.11
	 	Typ. Dbl. Queen Enlarged RCP Floors 2-11	 	 	12/21/2010	 
	TID4.12
	 	Typ Queen Elevations Floors 2-11	 	 	12/21/2010	 
	TID4.13
	 	Typ Queen Elevations Floors 2-12	 	 	12/21/2010	 
	TID4.20
	 	King ADA Enlarged Plan	 	 	12/21/2010	 
	TID4.21
	 	King ADA Enlarged RCP	 	 	12/21/2010	 
	TID4.22
	 	ADA King Elevations	 	 	12/21/2010	 
	TID4.23
	 	ADA King Elevations	 	 	12/21/2010	 
	TID4.30
	 	Ext. Dbl. Queen Enlarged Plan Floors 2-11	 	 	12/21/2010	 

 

11 of 54

 

EXHIBIT“E”

	 	 	 	 	 	 	 

	TID4.31
	 	Ext. Dbl. Queen Enlarged RCP Floors 2-11	 	 	12/21/2010	 
	TID4.32
	 	Junior Suite Enlarged Plan Floors 2-11	 	 	12/21/2010	 
	TID4.33
	 	Extended Double Queen Elevations	 	 	12/21/2010	 
	TID4.40
	 	Junior Suite Enlarged Plan Floors 2-11	 	 	11/12/2010	 
	TID4.41
	 	Junior Suite Enlarged RCP Floors 2-11	 	 	11/12/2010	 
	TID4.60
	 	Drawing Name	 	 	11/12/2010	 
	TID4.61
	 	Bridge Suite Enlarged RCP Floors 4-11	 	 	11/12/2010	 
	TID4.65
	 	Drawing Name	 	 	11/12/2010	 
	TID4.66
	 	Bridge Suite Enlarged RCP Floor 12	 	 	11/12/2010	 
	TID4.80
	 	Two Bay Suite Enlarged Plan Floors 3-11	 	 	11/12/2010	 
	TID4.81
	 	Two Bay Suite Enlarged RCP Floors 3-11	 	 	11/12/2010	 
	TID5.00
	 	Junior Suite Enlarged Plan Floors 2-11	 	 	12/21/2010	 
	TID5.00
	 	Three Bay Suite Enlarged Plan Floor 12	 	 	11/12/2010	 
	TID5.01
	 	Junior Suite Enlarged Plan Floors 2-12	 	 	12/21/2010	 
	TID5.02
	 	Junior Suite Elevations	 	 	12/21/2010	 
	TID5.03
	 	Junior Suite Elevations	 	 	12/21/2010	 
	TID5.04
	 	Junior Suite ADA Bathroom Elevations Floor 2 Only	 	 	12/21/2010	 
	TID5.20
	 	Bridge Suite Enlarged Plan Floors 3-11	 	 	12/21/2010	 
	TID5.21
	 	Bridge Suite Enlarged Plan Floors 3-11	 	 	12/21/2010	 
	TID5.22
	 	Bridge Suite Elevations	 	 	12/21/2010	 
	TID5.23
	 	Bridge Suite Elevations	 	 	12/21/2010	 
	TID5.24
	 	Bridge Suite ADA Bathroom Elevations Floor 11 Only	 	 	12/21/2010	 
	TID5.30
	 	Two Bay Suite Enlarged Plan Floors 2-11	 	 	12/21/2010	 
	TID5.31
	 	Two Bay Suite Enlarged RCP Floors 2-11	 	 	12/21/2010	 
	TID5.32
	 	Two Bay Suite Elevations	 	 	12/21/2010	 
	TID5.33
	 	Two Bay Suite Elevations	 	 	12/21/2010	 
	TID6.00
	 	Bridge Suite Enlarged Plan Floor 12	 	 	12/21/2010	 
	TID6.00
	 	Sundries Enlarged Plan Floor 2	 	 	11/12/2010	 
	TID6.01
	 	Bridge Suite Enlarged RCP Floor 12	 	 	12/21/2010	 
	TID6.02
	 	Bridge Suite Elevations Floor 12	 	 	12/21/2010	 
	TID6.03
	 	Bridge Suite Elevations Floor 13	 	 	12/21/2010	 
	TID6.10
	 	Three Bay Suite Enlarged Plan Floor 12	 	 	12/21/2010	 
	TID6.11
	 	Three Bay Suite Enlarged RCP Floor 12	 	 	12/21/2010	 
	TID6.12
	 	Three Bay Suite Elevations Floor 12	 	 	12/21/2010	 
	TID6.13
	 	Three Bay Suite Elevations Floor 12	 	 	12/21/2010	 
	TID6.14
	 	Three Bay Suite Elevations	 	 	12/21/2010	 
	TID7.00
	 	Sundries Enlarged Plan Floor 2	 	 	12/21/2010	 
	TID7.01
	 	Sundries Enlarged Plan Floor 2	 	 	12/21/2010	 
	TID7.02
	 	Sundries Elevations Floor 2	 	 	12/21/2010	 
	TID7.03
	 	Sundries Elevations Floor 2	 	 	12/21/2010	 
	TID8.00
	 	Pool Area Enlarged Plan Floor 12	 	 	12/21/2010	 
	TID8.10
	 	Fitness Area & Restrooms Plan Floor 12	 	 	12/21/2010	 
	TID8.11
	 	Fitness Area & Restrooms RCP Floor 12	 	 	12/21/2010	 
	TID8.12
	 	Fitness Area Elevations	 	 	12/21/2010	 
	TID8.13
	 	Restroom Elevations Floor 12	 	 	12/21/2010	 
	TID8.14
	 	Restroom Elevations Floor 12	 	 	12/21/2010	 
	TL1.01
	 	Sheet Index	 	 	12/21/2010	 
	TL1.02
	 	Finish Schedule	 	 	12/21/2010	 

 

12 of 54

 

EXHIBIT“E”

	 	 	 	 	 	 	 

	TL2.01
	 	Call Out Plan	 	 	12/21/2010	 
	TL2.02
	 	Finish Plan	 	 	12/21/2010	 
	TL3.01
	 	Notes and Legends	 	 	12/21/2010	 
	TL3.02
	 	Construction Details	 	 	12/21/2010	 
	TL4.00
	 	Irrigation Master Plan	 	 	12/21/2010	 
	TL4.01
	 	Irrigation Plan – Trees and Palms	 	 	12/21/2010	 
	TL4.02
	 	Irrigation Plan – Shrubs and Vines	 	 	12/21/2010	 
	TL5.01
	 	Irrigation Notes and Legends	 	 	12/21/2010	 
	TL5.02
	 	Irrigation Details	 	 	12/21/2010	 
	TL6.01
	 	Planting Plan – Trees and Shrubs	 	 	12/21/2010	 
	TLD0.01
	 	Symbols & Legends	 	 	12/21/2010	 
	TLD0.02
	 	Notes	 	 	12/21/2010	 
	TLD2.10
	 	Hotel Tower Lighting Plans Level 0 and 1	 	 	12/21/2010	 
	TLD2.20
	 	Hotel Tower Lighting Plan Level 2	 	 	12/21/2010	 
	TLD2.30
	 	Hotel Tower Lighting Plans Level 3 and 4-11	 	 	12/21/2010	 
	TLD2.40
	 	Hotel Tower Lighting Plans Level 11.5 and 12	 	 	12/21/2010	 
	TLD3.10
	 	Hotel Tower Lighting Elevation (East)	 	 	12/21/2010	 
	TLD3.20
	 	Hotel Tower Lighting Elevation (West)	 	 	12/21/2010	 
	TLD3.30
	 	Hotel Tower Lighting Elevation (North and South)	 	 	12/21/2010	 
	TLD4.01
	 	Lighting Fixture Schedule	 	 	12/21/2010	 
	TLD4.31
	 	Dimming Fixture Schedule	 	 	12/21/2010	 
	TLD7.01
	 	Overall Topology	 	 	12/21/2010	 
	TLD7.10
	 	Control Room Locations Level 1.5	 	 	12/21/2010	 
	TLD7.11
	 	Control Room Locations Level 12	 	 	12/21/2010	 
	TLD7.40
	 	Dimming Oneline Hotel Tower	 	 	12/21/2010	 
	TLD7.70
	 	Control Rack Details	 	 	12/21/2010	 
	TLD7.71
	 	General Control Details	 	 	12/21/2010	 
	TLD7.80
	 	Cable Specifications	 	 	12/21/2010	 
	TLD8.00
	 	Enlarged Plans Guestroom Mock-Up Package Lighting	 	 	11/12/2010	 
	TLD8.10
	 	Enlarged Typical Guestroom Lighting Plans/RCPs	 	 	12/21/2010	 
	TLD8.11
	 	Enlarged Typical Guestroom Lighting Plans/RCPs	 	 	12/21/2010	 
	TLD8.12
	 	Enlarged Typical Guestroom Lighting Plans/RCPs	 	 	12/21/2010	 
	TLD9.10
	 	Hotel Tower Lighting RCP Level 0 and 1	 	 	12/21/2010	 
	TLD9.20
	 	Hotel Tower Lighting RCP Level 2	 	 	12/21/2010	 
	TLD9.30
	 	Hotel Tower Lighting RCP Level 3 and 4-11	 	 	12/21/2010	 
	TLD9.40
	 	Hotel Tower Lighting RCP Level 12	 	 	12/21/2010	 
	TLV0.10
	 	Symbol List and General Notes	 	 	12/21/2010	 
	TLV2.10
	 	Hotel Tower Low Voltage Plans Level 0 &1	 	 	12/21/2010	 
	TLV2.20
	 	Hotel Tower Low Voltage Plans Level 1.5 & 2	 	 	12/21/2010	 
	TLV2.30
	 	Hotel Tower Low Voltage Plans Level 3 & 4	 	 	12/21/2010	 
	TLV2.31
	 	Hotel Tower Low Voltage Plans Level 5 & 6	 	 	12/21/2010	 
	TLV2.32
	 	Hotel Tower Low Voltage Plans Level 7 & 8	 	 	12/21/2010	 
	TLV2.33
	 	Hotel Tower Low Voltage Plans Level 9 & 10	 	 	12/21/2010	 
	TLV2.34
	 	Hotel Tower Low Voltage Plans Level 11	 	 	12/21/2010	 
	TLV2.40
	 	Hotel Tower Low Voltage Plans Level 11.5 & 12	 	 	12/21/2010	 
	TLV5.00
	 	Hotel Tower Low Voltage Plans	 	 	12/21/2010	 
	TLV9.10
	 	Hotel Tower Low Voltage Plans Level 0 &1	 	 	12/21/2010	 
	TLV9.20
	 	Hotel Tower Low Voltage Plans Level 1.5 & 2	 	 	12/21/2010	 

 

13 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TLV9.30
	 	Hotel Tower Low Voltage Plans Level 3 & 4	 	 	12/21/2010	 
	TLV9.31
	 	Hotel Tower Low Voltage Plans Level 5 & 6	 	 	12/21/2010	 
	TLV9.32
	 	Hotel Tower Low Voltage Plans Level 7 & 8	 	 	12/21/2010	 
	TLV9.33
	 	Hotel Tower Low Voltage Plans Level 9 & 10	 	 	12/21/2010	 
	TLV9.34
	 	Hotel Tower Low Voltage Plans Level 11	 	 	12/21/2010	 
	TLV9.40
	 	Hotel Tower Low Voltage Plans Level 11.5 & 12	 	 	12/21/2010	 
	TM0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	12/21/2010	 
	TM0.10
	 	Symbol List, Specifications & Abbreviations	 	 	11/12/2010	 
	TM0.20
	 	Mechanical Details	 	 	12/21/2010	 
	TM0.20
	 	Mechanical Details	 	 	11/12/2010	 
	TM0.21
	 	Mechanical Details	 	 	12/21/2010	 
	TM0.22
	 	Mechanical Details	 	 	12/21/2010	 
	TM2.10
	 	Hotel Tower Mechanical Plans Level 0 & 1	 	 	12/21/2010	 
	TM2.20
	 	Hotel Tower Mechanical Plans Level 1.5 & 2	 	 	12/21/2010	 
	TM2.30
	 	Hotel Tower Mechanical Plans Levels 3 & 4-11	 	 	12/21/2010	 
	TM2.40
	 	Hotel Tower Mechanical Plans Level 12 & Roof	 	 	12/21/2010	 
	TM2.50
	 	Hotel Tower Mechanical Lower Roof Plan & Upper Roof Levels	 	 	12/21/2010	 
	TM3.10
	 	Hotel Tower Piping Plans Level 0 & 1	 	 	12/21/2010	 
	TM3.20
	 	Hotel Tower Piping Plans Level 1.5 & 2	 	 	12/21/2010	 
	TM3.30
	 	Hotel Tower Piping Plans Level 3 & 4-11	 	 	12/21/2010	 
	TM3.40
	 	Hotel Tower Piping Plans Level 12 & Roof	 	 	12/21/2010	 
	TM4.00
	 	Mechanical Schedules	 	 	12/21/2010	 
	TM4.00
	 	Mechanical Schedules	 	 	11/12/2010	 
	TM4.01
	 	Mechanical Schedules	 	 	12/21/2010	 
	TM4.02
	 	Mechanical Schedules	 	 	12/21/2010	 
	TM6.00
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	TM6.01
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	TM7.00
	 	Mechanical Riser Diagrams	 	 	12/21/2010	 
	TM7.01
	 	Mechanical Riser Diagrams	 	 	12/21/2010	 
	TM7.02
	 	Mechanical Riser Diagrams	 	 	12/21/2010	 
	TM8.10
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TM8.10
	 	Enlarged Guestroom Mechanical Plan	 	 	11/12/2010	 
	TM8.11
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TM8.12
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TP0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	2/4/2011	 
	TP0.20
	 	Plumbing Details	 	 	2/4/2011	 
	TP0.21
	 	Plumbing Details	 	 	2/4/2011	 
	TP2.10
	 	Hotel Tower Waste and Vent Plans Level 0 and 1	 	 	2/4/2011	 
	TP2.20
	 	Hotel Tower Waste & Vent Plans Level 1.5 & 2	 	 	12/21/2010	 
	TP2.30
	 	Hotel Tower Waste & Vent Plans Level 3 & 4-11	 	 	12/21/2010	 
	TP2.40
	 	Hotel Tower Waste & Vent Plans Level 12 & Roof	 	 	12/21/2010	 
	TP2.50
	 	Hotel Tower Plumbing Lower Roof & Upper Roof Levels	 	 	12/21/2010	 
	TP3.10
	 	Hotel Tower Domestic Water Plans Level 0 and 1	 	 	2/4/2011	 
	TP3.20
	 	Hotel Tower Domestic Water Plans Level 1.5 & 2	 	 	12/21/2010	 
	TP3.30
	 	Hotel Tower Domestic Water Plans Level 3 & 4-11	 	 	12/21/2010	 
	TP3.40
	 	Hotel Tower Domestic Water Plans Level 12 & Roof	 	 	12/21/2010	 
	TP4.00
	 	Plumbing Schedules	 	 	2/4/2011	 
	TP4.00
	 	Plumbing Schedule	 	 	11/12/2010	 

 

14 of 54

 

EXHIBIT“E”

	 	 	 	 	 	 	 

	TP4.01
	 	Plumbing Schedules	 	 	12/21/2010	 
	TP5.00
	 	Enlarged Plumbing Plans	 	 	12/21/2010	 
	TP5.01
	 	Enlarged Plumbing Plans	 	 	12/21/2010	 
	TP6.00
	 	Plumbing Control Diagrams	 	 	12/21/2010	 
	TP7.00
	 	Plumbing Riser Diagrams	 	 	12/21/2010	 
	TP7.01
	 	Plumbing Riser Diagrams	 	 	12/21/2010	 
	TP7.02
	 	Plumbing Riser Diagrams	 	 	12/21/2010	 
	TP7.03
	 	Plumbing Riser Diagrams	 	 	11/12/2010	 
	TP8.10
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TP8.10
	 	Enlarged Guestroom Plumbing Plans	 	 	11/12/2010	 
	TP8.11
	 	Hotel Tower Enlarged Typical Guestroom Plans	 	 	12/21/2010	 
	TP8.12
	 	Hotel Tower Enlarged Typical
Guestroom Plans	 	 	12/21/2010	 
	TP9.00
	 	Plumbing Isometrics	 	 	12/21/2010	 
	TP9.01
	 	Plumbing Isometrics	 	 	12/21/2010	 
	TPFS A3.0
	 	Room Service Food Service Waste and Vent Plan	 	 	2/4/2011	 
	TPFS A3.1
	 	Room Service Food Service Waste Domestic Water Plan	 	 	2/4/2011	 
	TPFS 5.00
	 	Enlarged Plumbing Food Service Plans	 	 	12/21/2010	 
	TPFS 5.01
	 	Enlarged Plumbing Food Service Plans	 	 	12/21/2010	 
	TS0.01
	 	Cover Sheet	 	 	12/21/2010	 
	TS0.11
	 	General Notes	 	 	12/21/2010	 
	TS0.12
	 	General Notes	 	 	12/21/2010	 
	TS2.00
	 	Hotel Tower Pile Capacity Plan	 	 	12/21/2010	 
	TS2.01
	 	Hotel Tower Foundation Plan	 	 	2/15/2011	 
	TS2.01
	 	Hotel Tower Foundation Plan	 	 	11/12/2010	 
	TS2.10
	 	Hotel Tower Service Level Plan, Hotel Tower Bridge Level 2 Framing Plan	 	 	2/4/2011	 
	TS2.10.1
	 	Hotel Tower Service Level Plan, Hotel Tower Casino Level Framing Plan	 	 	2/4/2011	 
	TS2.20
	 	Hotel Tower Service Level 1.5 Framing Plan, Hotel Tower Bridge Level 2 Fra	 	 	2/4/2011	 
	TS2.20.1
	 	Hotel Tower Service Level 1.5 Framing Plan, Hotel Tower Bridge Level 2 Fra	 	 	2/4/2011	 
	TS2.30
	 	Hotel Tower Framing Plans Level 4-11 Level 3	 	 	12/21/2010	 
	TS2.30
	 	Hotel Tower Service Level 3 Framing Plan, Hotel Tower Level 4-10 Framing	 	 	2/4/2011	 
	TS2.30.1
	 	Hotel Tower Framing Plans Level 4-11 Level 3	 	 	12/21/2010	 
	TS2.30.1
	 	Hotel Tower Service Level 3 Framing Plan, Hotel Tower Level 4-10 Framing	 	 	2/4/2011	 
	TS2.40
	 	Hotel Tower Framing Plans Level 12 Intermediate Level	 	 	12/21/2010	 
	TS2.40
	 	Hotel TowerGuest Level 12 Framing Plan, Hotel Tower Guest Intermediate	 	 	2/4/2011	 
	TS2.40.1
	 	Hotel Tower Framing Plans Level 12 Intermediate Level	 	 	12/21/2010	 
	TS2.40.1
	 	Hotel TowerGuest Level 12 Framing Plan, Hotel Tower Guest Intermediate	 	 	2/4/2011	 
	TS2.60
	 	Hotel Tower Framing Plans Roof/Roof Slab	 	 	12/21/2010	 
	TS2.60
	 	Roof Slab and Roof Framing Plans	 	 	2/4/2011	 
	TS2.60.1
	 	Hotel Tower Framing Plans Roof Slab	 	 	2/4/2011	 
	TS2.80
	 	Garage Elevator Framing Plans	 	 	2/4/2011	 
	TS2.91
	 	Drag Chord Reinforcing Plans	 	 	2/4/2011	 
	TS3.01
	 	Wall Elevations	 	 	2/4/2011	 
	TS3.02
	 	Wall Elevations	 	 	2/4/2011	 
	TS3.21
	 	Brace Elevations	 	 	2/4/2011	 
	TS4.01
	 	Column Schedule	 	 	2/4/2011	 
	TS4.11
	 	Column Details	 	 	2/4/2011	 
	TS4.41
	 	Hotel Stud rail Details	 	 	2/4/2011	 
	TS5.01
	 	Foundation Sections & Details	 	 	12/21/2010	 

 

15 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TS5.02
	 	Foundation Sections & Details	 	 	12/21/2010	 
	TS5.02
	 	Foundation Sections & Details	 	 	11/12/2010	 
	TS5.03
	 	Foundation Sections & Details	 	 	12/21/2010	 
	TS5.03
	 	Foundation Sections & Details	 	 	11/12/2010	 
	TS5.04
	 	Foundation Sections & Details	 	 	12/21/2010	 
	TS5.11
	 	Concrete Sections and Details	 	 	2/4/2011	 
	TS5.11
	 	Concrete Sections & Details	 	 	11/12/2010	 
	TS5.12
	 	Concrete Sections and Details	 	 	2/4/2011	 
	TS5.12
	 	Concrete Sections & Details	 	 	12/21/2010	 
	TS5.13
	 	Concrete Sections and Details	 	 	2/4/2011	 
	TS5.21
	 	Post-Tension Sections and Details	 	 	2/4/2011	 
	TS5.31
	 	Masonry Sections and Details	 	 	2/4/2011	 
	TS5.41
	 	Stair Sections and Details	 	 	2/4/2011	 
	TS5.51
	 	Steel and Elevator Sections and Details	 	 	2/4/2011	 
	TS5.52
	 	Steel Sections and Details	 	 	2/4/2011	 
	TS5.53
	 	Steel Sections and Details	 	 	2/4/2011	 
	TS5.54
	 	Steel Sections and Details	 	 	2/4/2011	 
	TS5.54.1
	 	Steel Sections and Details	 	 	2/4/2011	 
	TS6.01
	 	Enlarged Plans	 	 	2/4/2011	 
	TS6.02
	 	Enlarged Plans	 	 	2/4/2011	 
	TS7.11
	 	Pile Cap Details	 	 	12/21/2010	 
	TS7.12
	 	Pile Cap Details	 	 	12/21/2010	 
	TS7.12.1
	 	Pile Cap Details	 	 	12/21/2010	 
	TS7.13
	 	Pile Cap Details	 	 	12/21/2010	 
	TS7.14
	 	Pile Cap Details	 	 	2/15/2011	 
	TS7.21
	 	Pile Cap Sections and Details	 	 	12/21/2010	 
	W1.0
	 	Pool Piping Plan	 	 	12/21/2010	 
	W1.0A
	 	Pool Structural Depression Plan	 	 	12/21/2010	 
	W1.1
	 	Waterwall Piping Plan	 	 	12/21/2010	 
	W2.0
	 	Equipment Room Layout Plan	 	 	12/21/2010	 
	W4.0
	 	Pool Sections and Details	 	 	12/21/2010	 
	W5.0
	 	Waterwall Sections and Details	 	 	12/21/2010	 
	WC
	 	General Notes and Sheet Index	 	 	12/21/2010	 
	 
	 	 	 	 	 	 
	Volume 3: Bridge	 	 	 	 
	BA0.00
	 	Cover Sheet	 	 	1/28/2011	 
	BA0.10
	 	Drawing Index	 	 	1/28/2011	 
	BA0.20
	 	Information Bridge Package	 	 	1/28/2011	 
	BA0.21
	 	ADA Notes and Figures	 	 	1/28/2011	 
	BA0.30
	 	Overall Architectural Key Plan	 	 	1/28/2011	 
	BA2.10
	 	Porte Cochere/Bridge Floor Plan Elevation 53'	 	 	1/28/2011	 
	BA2.20
	 	Porte Cochere/Bridge Floor Plan Elevation 77'	 	 	1/28/2011	 
	BA2.30
	 	Porte Cochere/Bridge Roof Plan	 	 	1/28/2011	 
	BA3.10
	 	Bridge Elevation	 	 	1/28/2011	 
	BA3.20
	 	Bridge Elevation	 	 	1/28/2011	 
	BA3.50
	 	Bridge Building Section	 	 	1/28/2011	 
	BA3.60
	 	Bridge Building Section	 	 	1/28/2011	 
	BA3.70
	 	Bridge Building Section	 	 	1/28/2011	 

 

16 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	BA3.80
	 	Bridge Building Section	 	 	1/28/2011	 
	BA5.10
	 	Bridge Wall Sections	 	 	1/28/2011	 
	BA6.10
	 	Porte Cochere/Bridge Plan Details	 	 	1/28/2011	 
	BA6.20
	 	Bridge Enlarged Details	 	 	1/28/2011	 
	BA9.10
	 	Porte Cochere/Bridge RCP Elevation 53′	 	 	1/28/2011	 
	BA9.20
	 	Porte Cochere/Bridge RCP Elevation 77′	 	 	1/28/2011	 
	BAS2.10
	 	Porte Cochere/Bridge Slab Plan Elevation 53′	 	 	1/28/2011	 
	BAS2.20
	 	Porte Cochere/Bridge Slab Plan Elevation 77′	 	 	1/28/2011	 
	BAV0.01
	 	Symbols and Legends	 	 	1/28/2011	 
	BAV2.10
	 	Porte Cochere/Bridge Plan Elevations 53′	 	 	1/28/2011	 
	BAV2.20
	 	Porte Cochere/Bridge Plan Elevation
77′	 	 	1/28/2011	 
	BAV4.01
	 	Lighting Fixture Schedule	 	 	1/28/2011	 
	BAV7.01
	 	Overall AV Topology – Bridge	 	 	1/28/2011	 
	BAV9.10
	 	Bridge AV RCP – Elevation 53′	 	 	1/28/2011	 
	BAV9.20
	 	Bridge AV RCP – Elevation 77′	 	 	1/28/2011	 
	BE0.10
	 	Symbol List and General Notes	 	 	1/28/2011	 
	BE0.11
	 	Standard Details Grounding Methods	 	 	1/28/2011	 
	BE2.10
	 	Porte Cochere – Bridge Power Plan Elevation 53′	 	 	1/28/2011	 
	BE2.20
	 	Porte Cochere – Bridge Power Plan Elevation 77′	 	 	1/28/2011	 
	BE4.00
	 	Lighting Fixture Schedule	 	 	1/28/2011	 
	BE9.10
	 	Porte Cochere – Bridge Lighting Plan Elevation 53′	 	 	1/28/2011	 
	BELD2.20
	 	Bridge Lighting Plan – Elevation 77′	 	 	1/28/2011	 
	BELD9.10
	 	Porte Cochere Lighting RCP – Elevation 53′	 	 	1/28/2011	 
	BFA2.10
	 	Porte Cochere – Bridge Plan Elevation 53′ Fire Alarm	 	 	1/28/2011	 
	BFA2.20
	 	Porte Cochere – Bridge Plan Elevation 77′ Fire Alarm	 	 	1/28/2011	 
	BLD0.01
	 	Symbols and legends	 	 	1/28/2011	 
	BLD0.02
	 	Notes	 	 	1/28/2011	 
	BLD4.01
	 	Lighting Fixture Schedule	 	 	1/28/2011	 
	BLD7.01
	 	Overall Topology – Bridge	 	 	1/28/2011	 
	BLD7.10
	 	Control Room Locations Level 1.5	 	 	1/28/2011	 
	BLD7.40
	 	Dimming One Line – Bridge	 	 	1/28/2011	 
	BLD7.70
	 	Control Rack Details	 	 	1/28/2011	 
	BLD7.71
	 	General Control Details	 	 	1/28/2011	 
	BLD7.80
	 	Cable Specifications	 	 	1/28/2011	 
	BLD9.10
	 	Porte Cochere Lighting RCP – Elevation 53′	 	 	1/28/2011	 
	BLV0.10
	 	Symbol List and General Notes	 	 	1/28/2011	 
	BLV9.10
	 	Bridge Low Voltage Plan Elevation 53′	 	 	1/28/2011	 
	BLV9.20
	 	Porte Cochere Bridge Low Voltage Plan Elevation 77′	 	 	1/28/2011	 
	BM0.10
	 	Symbol List and General Notes	 	 	1/28/2011	 
	BM0.20
	 	Mechanical Details	 	 	1/28/2011	 
	BM2.10
	 	Porte Cochere-Bridge Mechanical Plan Elevation 53′	 	 	1/28/2011	 
	BM2.20
	 	Porte Cochere-Bridge Mechanical Plan Elevation 77′	 	 	1/28/2011	 
	BM3.10
	 	Porte Cochere-Bridge Piping Plan Elevation 53′	 	 	1/28/2011	 
	BM3.20
	 	Porte Cochere-Bridge Mechanical Plan Elevation 77′	 	 	1/28/2011	 
	BM4.00
	 	Mechanical Schedules	 	 	1/28/2011	 
	BS0.01
	 	Cover Sheet	 	 	1/28/2011	 
	BS0.11
	 	General Notes	 	 	1/28/2011	 
	BS0.12
	 	General Notes	 	 	1/28/2011	 

 

17 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	BS2.01
	 	Bridge Foundation Plan	 	 	1/28/2011	 
	BS2.11
	 	Bridge Vestibule Framing Plan	 	 	1/28/2011	 
	BS2.21
	 	Bridge Level 2 Framing Plan	 	 	1/28/2011	 
	BS2.31
	 	Bridge Roof Framing Plan	 	 	1/28/2011	 
	BS3.01
	 	Bridge Framing Elevations	 	 	1/28/2011	 
	BS3.02
	 	Bridge Framing Elevation	 	 	1/28/2011	 
	BS5.21
	 	Bridge Sections & Details	 	 	1/28/2011	 
	BS5.51
	 	Steel Sections & Details	 	 	1/28/2011	 
	BS5.52
	 	Steel Sections & Details	 	 	1/28/2011	 
	BS5.53
	 	Steel Sections & Details	 	 	1/28/2011	 
	BS5.54
	 	Steel Sections & Details	 	 	1/28/2011	 
	BS5.55
	 	Steel Sections & Details	 	 	1/28/2011	 
	BE4.10
	 	Panel Schedules	 	 	1/28/2011	 
	BE4.20
	 	Dimmer Schedules	 	 	1/28/2011	 
	BELD9.20
	 	Bridge Lighting Plan – Elevations 77'	 	 	1/28/2011	 
	BLV4.00
	 	Low Voltage Schedules	 	 	1/28/2011	 
	BFP0.01
	 	Porte – Cochere – Bridge
Plan Elevation 77' General Notes	 	 	1/28/2011	 
	BFP2.10
	 	Porte – Cochere – Bridge Plan Elevation 53' Fire Protection	 	 	1/28/2011	 
	BFP2.20
	 	Porte – Cochere – Bridge Plan Elevation 77' Fire Protection	 	 	1/28/2011	 
	BFP5.01
	 	Porte – Cochere – Bridge Plan Elevation 77' Details	 	 	1/28/2011	 
	BID30.000
	 	Bridge and Promenade Vestibule Plans	 	 	1/28/2011	 
	BID30.200
	 	Bridge and Promenade Vestibule Elevations	 	 	1/28/2011	 
	BID30.900
	 	Bridge and Promenade Vestibule Finish Schedule	 	 	1/28/2011	 
	BLD7.60
	 	Dimming Zone Schedule	 	 	1/28/2011	 
	BLD9.20
	 	Bridge Lighting RCP – Elevation 77'	 	 	1/28/2011	 
	BAV0.02
	 	Notes	 	 	1/28/2011	 
	BAV0.05
	 	Bridge AV Zone Plan	 	 	1/28/2011	 
	BAV7.10
	 	Control Room Locations Level 1.5	 	 	1/28/2011	 
	BAV7.30
	 	Audio Device Layouts	 	 	1/28/2011	 
	BAV7.31
	 	Audio Device Layouts	 	 	1/28/2011	 
	BAV7.35
	 	Bridge Video Device Layouts	 	 	1/28/2011	 
	BAV7.40
	 	Bridge Audio Oneline	 	 	1/28/2011	 
	BAV7.45
	 	Bridge Audio Oneline	 	 	1/28/2011	 
	BAV7.50
	 	Rack Detail	 	 	1/28/2011	 
	BAV7.60
	 	Bridge Video Schedules	 	 	1/28/2011	 
	BAV7.71
	 	Audio Wiring Details	 	 	1/28/2011	 
	BAV7.80
	 	Cable Specifications	 	 	1/28/2011	 
	BE4.00
	 	Lighting Fixture Schedule	 	 	12/21/2010	 
	BLV2.10
	 	Porte-Cochere – Bridge Low
Voltage Plan Elevation 53'	 	 	12/21/2010	 
	BLD2.20
	 	Bridge Lighting Plan Elevation 77'	 	 	1/14/2011	 
	 
	 	 	 	 	 	 
	Volume 4: Support Facility	 	 	 	 
	A1.00
	 	Overall Architectural Site Plan	 	 	12/19/2010	 
	CA0.01
	 	Central Plant Plans	 	 	1/31/2011	 
	CP0.01
	 	Central Plant Waste and Vent Plan	 	 	1/31/2011	 
	CP0.02
	 	Central Plant Domestic Water Plan	 	 	1/31/2011	 
	CS2.00
	 	Central Plant Pile Capacity Plan	 	 	1/31/2011	 
	CS2.01
	 	Central Plant Foundation Plan	 	 	1/31/2011	 

 

18 of 54

 

EXHIBIT
“E”

	 	 	 	 	 	 	 

	CS2.11
	 	Central Plant Roof Framing Plan	 	 	1/31/2011	 
	CS3.01
	 	Brace Elevations	 	 	1/31/2011	 
	FA0.00
	 	Cover Sheet Support facility	 	 	1/31/2011	 
	FA0.10
	 	Drawing Index	 	 	1/31/2011	 
	FA0.11
	 	Support Facility Drawing Index	 	 	1/31/2011	 
	FA0.20
	 	Information Support Facility	 	 	12/21/2010	 
	FA0.21
	 	ADA Notes and Figures	 	 	12/21/2010	 
	FA0.30
	 	Overall Architectural Key Plan	 	 	1/31/2011	 
	FA1.00
	 	Support facility Overall Site Plan	 	 	12/21/2010	 
	FA2.10
	 	Support Facility Floor Plan Level 1	 	 	12/21/2010	 
	FA2.11
	 	Support Facility Floor Plan Level 1	 	 	12/21/2010	 
	FA3.10
	 	Support Facility Elevations	 	 	12/21/2010	 
	FA3.20
	 	Support Facility Elevations	 	 	12/21/2010	 
	FA3.30
	 	Support Facility Sections	 	 	12/21/2010	 
	FA3.40
	 	Support Facility Sections	 	 	11/12/2010	 
	FA4.20
	 	Door Schedule	 	 	12/21/2010	 
	FA6.00
	 	Support Facility Details	 	 	1/31/2011	 
	FA7.00
	 	Stair and Ramp Details	 	 	12/21/2010	 
	FA7.10
	 	Stair and Ramp Details	 	 	12/21/2010	 
	FA8.10
	 	Support Facility Enlarged Plans and RCPs	 	 	12/21/2010	 
	FA9.10
	 	Support Facility RCP Level 1	 	 	12/21/2010	 
	FA9.11
	 	Support Facility RCP Level 2	 	 	12/21/2010	 
	FAS2.10
	 	Support facility Slab Plan	 	 	12/19/2010	 
	FAS2.10
	 	Support facility Slab Plan	 	 	1/31/2011	 
	FAS2.11
	 	Support Facility Slab Plan	 	 	1/31/2011	 
	FE0.10
	 	Symbol List and General Notes	 	 	12/21/2010	 
	FE0.11
	 	Standard Details Grounding Methods	 	 	12/21/2010	 
	FE2.10
	 	Support Facility Power & Signal Plan	 	 	11/12/2010	 
	FE2.10
	 	Support Facility Power Plan	 	 	12/21/2010	 
	FE2.11
	 	Support Facility Power Plan	 	 	12/21/2010	 
	FE2.20
	 	Support Facility Power & Signal Plan	 	 	11/12/2010	 
	FE2.20
	 	Support Facility Roof Power Plan	 	 	12/21/2010	 
	FE2.21
	 	Support Facility Roof Power Plan	 	 	12/21/2010	 
	FE3.00
	 	Single Line Diagram-Normal	 	 	12/21/2010	 
	FE3.01
	 	Single Line Diagram-Normal	 	 	12/21/2010	 
	FE3.02
	 	Single Line Diagram-Emergency	 	 	12/21/2010	 
	FE3.03
	 	Single Line Diagram-Emergency	 	 	12/21/2010	 
	FE4.00
	 	Notes, Feeder and Transformer Schedules	 	 	12/21/2010	 
	FE4.01
	 	Lighting Fixture, Relay Panel Schedules and Compliance Certificate	 	 	12/21/2010	 
	FE4.10
	 	Panel Schedules-Normal	 	 	12/21/2010	 
	FE4.11
	 	Panel Schedules-Emergency	 	 	12/21/2010	 
	FE4.20
	 	Distribution Equipment Schedules	 	 	12/21/2010	 
	FE5.00
	 	Enlarged Transformer Yard Electrical Plan	 	 	12/21/2010	 
	FE5.01
	 	Enlarged Electrical Plan	 	 	12/21/2010	 
	FE5.02
	 	Enlarged Electrical Plan	 	 	12/21/2010	 
	FE5.03
	 	Enlarged Electrical Plan	 	 	12/21/2010	 
	FE9.10
	 	Support Facility Lighting Plan	 	 	12/21/2010	 
	FE9.11
	 	Support Facility Lighting Plan	 	 	12/21/2010	 

 

19 of 54

 

EXHIBIT
“E”

	 	 	 	 	 	 	 

	FE9.20
	 	Support Facility Lighting Plan	 	 	11/12/2010	 
	FFA0.01
	 	Support Facility Fire Protection
General Notes	 	 	12/21/2010	 
	FFA2.10
	 	Support Facility Fire Alarm Plan	 	 	12/21/2010	 
	FFA2.20
	 	Support Facility Fire Alarm Plan	 	 	12/21/2010	 
	FFP0.00
	 	Support Facility Fire Protection
General Notes	 	 	12/21/2010	 
	FFP2.10
	 	Support Facility Fire Protection Plan	 	 	12/21/2010	 
	FFP2.20
	 	Support Facility Fire Protection Plan	 	 	12/21/2010	 
	FFP5.00
	 	Support Facility Fire Protection Details	 	 	12/21/2010	 
	FFP5.01
	 	Support Facility Fire Protection Details	 	 	12/21/2010	 
	FLS2.10
	 	Support Facility Life Safety Plan	 	 	12/21/2010	 
	FLV0.10
	 	Symbol List and General Notes	 	 	12/21/2010	 
	FLV2.10
	 	Support Facility Low Voltage Plan	 	 	12/21/2010	 
	FLV2.11
	 	Support Facility Low Voltage Plan	 	 	12/21/2010	 
	FLV5.01
	 	Enlarged Low Voltage Plan	 	 	12/21/2010	 
	FLV9.10
	 	Support Facility Low Voltage Plan	 	 	12/21/2010	 
	FLV9.11
	 	Support Facility Low Voltage Plan	 	 	12/21/2010	 
	FM0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	12/21/2010	 
	FM0.20
	 	Mechanical Details	 	 	12/21/2010	 
	FM0.21
	 	Mechanical Details	 	 	12/21/2010	 
	FM0.22
	 	Mechanical Details	 	 	12/21/2010	 
	FM2.10
	 	Support Facility Mechanical Plan	 	 	12/21/2010	 
	FM2.11
	 	Support Facility Mechanical Plan	 	 	12/21/2010	 
	FM2.20
	 	Support Facility Mechanical Plan	 	 	11/12/2010	 
	FM2.20
	 	Support Facility Mechanical Roof Plan	 	 	12/21/2010	 
	FM2.21
	 	Support Facility Mechanical Roof Plan	 	 	12/21/2010	 
	FM3.10
	 	Support Facility Piping Plan	 	 	12/21/2010	 
	FM3.11
	 	Support Facility Piping Plan	 	 	12/21/2010	 
	FM3.20
	 	Support Facility Piping Plan	 	 	11/12/2010	 
	FM4.00
	 	Mechanical Schedules	 	 	12/21/2010	 
	FM4.01
	 	Mechanical Schedules	 	 	12/21/2010	 
	FM4.02
	 	Mechanical Schedules	 	 	12/21/2010	 
	FM5.00
	 	Enlarged mechanical Room Plan	 	 	12/21/2010	 
	FM5.01
	 	Enlarged Mechanical Room Plan	 	 	12/21/2010	 
	FM6.00
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	FM6.01
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	FM6.02
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	FM6.03
	 	Mechanical Control Diagrams	 	 	12/21/2010	 
	FP0.10
	 	General Notes, Abbreviations and Symbol List	 	 	1/31/2011	 
	FP0.20
	 	Plumbing Details	 	 	1/31/2011	 
	FP0.21
	 	Plumbing Details	 	 	1/31/2011	 
	FP2.10
	 	Support Facility Waste and Vent Plan	 	 	1/31/2011	 
	FP2.11
	 	Support Facility Waste & Vent Plan	 	 	12/21/2010	 
	FP2.20
	 	Support Facility Waste & Vent Plan	 	 	11/12/2010	 
	FP2.20
	 	Support Facility Waste and Vent Plan	 	 	12/21/2010	 
	FP2.21
	 	Support Facility Waste and Vent Plan	 	 	12/21/2010	 
	FP3.10
	 	Support Facility Domestic Water Plan	 	 	12/21/2010	 
	FP3.11
	 	Support Facility Domestic Water Plan	 	 	12/21/2010	 
	FP3.20
	 	Support Facility Domestic Water Plan	 	 	11/12/2010	 

 

20 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	FP4.00
	 	Plumbing Details	 	 	1/31/2011	 
	FP4.01
	 	Plumbing Schedules	 	 	12/21/2010	 
	FP5.00
	 	Enlarged Plumbing Plans	 	 	1/31/2011	 
	FP5.01
	 	Enlarged Plumbing Plans	 	 	1/31/2011	 
	FP5.02
	 	Enlarged Plumbing Plans	 	 	1/31/2011	 
	FP6.00
	 	Plumbing Control Diagrams	 	 	12/21/2010	 
	FS0.01
	 	Cover Sheet	 	 	1/31/2011	 
	FS0.11
	 	General Notes	 	 	1/31/2011	 
	FS0.12
	 	General Notes	 	 	1/31/2011	 
	FS2.00
	 	Support Facility Pile Capacity Plan	 	 	1/31/2011	 
	FS2.01
	 	Support Facility Foundation Plan	 	 	1/31/2011	 
	FS2.03
	 	Support Facility Foundation Plan	 	 	1/31/2011	 
	FS2.04
	 	Support Facility Foundation Plan	 	 	1/31/2011	 
	FS2.11
	 	Support Facility Level 1 Framing Plan	 	 	1/31/2011	 
	FS2.12
	 	Support Facility Level 1 Framing Plan	 	 	1/31/2011	 
	FS3.11
	 	Beam Elevations	 	 	1/31/2011	 
	FS3.12
	 	Beam Elevations	 	 	1/31/2011	 
	FS3.13
	 	Beam Elevations	 	 	1/31/2011	 
	FS4.31
	 	Beam Sections	 	 	1/31/2011	 
	FS5.01
	 	Foundation Sections and Details	 	 	1/31/2011	 
	FS5.02
	 	Foundation Sections and Details	 	 	1/31/2011	 
	FS5.11
	 	Concrete Sections and Details	 	 	1/31/2011	 
	FS5.12
	 	Concrete Sections and Details	 	 	1/31/2011	 
	FS5.51
	 	Steel Sections and Details	 	 	1/31/2011	 
	FS5.52
	 	Stell Sections and Details	 	 	1/31/2011	 
	S-FS A1
	 	Warehouse Food Service Floor Plan	 	 	12/21/2010	 
	SPFSA3.0
	 	Warhouse Food Service Waste and Vent Plan	 	 	1/31/2011	 
	SPFSA3.1
	 	Warehouse Food Service Domestic Water Plan	 	 	1/31/2011	 
	 
	 	 	 	 	 	 
	Volume 5: Garage	 	 	 	 
	GA0.00
	 	Cover Sheet	 	 	1/18/2011	 
	GA0.10
	 	Drawing Index	 	 	2/7/2011	 
	GA0.11
	 	Drawing Index	 	 	12/21/2010	 
	GA0.20
	 	Information Garage Package	 	 	1/18/2011	 
	GA0.21
	 	ADA Notes and Figures	 	 	1/18/2011	 
	GA0.30
	 	Overall Architectural Key Plan	 	 	1/18/2011	 
	GA1.00
	 	Overall Architectural Site Plan	 	 	11/23/2010	 
	GA2.10
	 	Parking Garage Floor Plan Level 1	 	 	2/7/2011	 
	GA2.20
	 	Parking Garage Floor Plan Level 2	 	 	2/7/2011	 
	GA2.30
	 	Parking Garage Floor Plan Level 3	 	 	2/7/2011	 
	GA2.40
	 	Parking Garage Floor Plan Level 4 & Roof	 	 	12/21/2010	 
	GA3.10
	 	Parking Garage Elevations	 	 	2/7/2011	 
	GA3.20
	 	Parking Garage Elevations	 	 	2/7/2011	 
	GA3.30
	 	Parking Garage Elevations	 	 	2/7/2011	 
	GA3.50
	 	Parking Garage Building Sections	 	 	1/18/2011	 
	GA4.10
	 	Parking Garage Door Schedule and Details	 	 	1/18/2011	 
	GA6.10
	 	Parking garage Wall Sections	 	 	2/7/2011	 
	GA6.20
	 	Parking Garage Wall Sections	 	 	1/18/2011	 

 

21 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	GA7.10
	 	Parking Garage Section Details	 	 	2/7/2011	 
	GA8.10
	 	Parking Garage Enlarged Floor Plans	 	 	2/7/2011	 
	GA8.20
	 	Parking Garage Enlarged Floor Plans	 	 	12/21/2010	 
	GA8.30
	 	Parking Garage Enlarged Floor Plans	 	 	1/18/2011	 
	GA9.10
	 	Parking Garage Reflected Ceiling Plan – Level 1	 	 	1/18/2011	 
	GA9.20
	 	Parking Garage Reflected Ceiling Plan – Level 2	 	 	1/18/2011	 
	GA9.30
	 	Parking Garage Reflected Ceiling Plan – Level 3	 	 	12/21/2010	 
	GA9.40
	 	Parking Garage Reflected Ceiling Plan – Level 4	 	 	12/21/2010	 
	GAS2.10
	 	Parking Garage Slab Plan	 	 	12/21/2010	 
	GAV0.01
	 	Symbols and Legends	 	 	12/21/2010	 
	GAV4.01
	 	AV Fixture Schedule	 	 	12/21/2010	 
	GAV7.01
	 	Overall AV Topology – Garage	 	 	12/21/2010	 
	GAV9.10
	 	Parking Garage Audiovisual RCP Levels 1-4	 	 	12/21/2010	 
	GC-1
	 	Pavement Layout	 	 	1/18/2011	 
	GC-2
	 	Hotel – Garage Building Pad Grading Plan	 	 	1/18/2011	 
	GC-3
	 	Hotel – Garage Building Pad Grading Plan	 	 	1/18/2011	 
	GE0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	1/18/2011	 
	GE0.11
	 	Standard Grounding Methods	 	 	1/18/2011	 
	GE2.10
	 	Parking Garage Power and Signal Plan Level 1	 	 	1/18/2011	 
	GE2.20
	 	Parking Garage Power and Signal Plan Level 2	 	 	1/18/2011	 
	GE2.30
	 	Parking Garage Power and Signal Plan Level 3	 	 	1/18/2011	 
	GE3.00
	 	Single Line Diagram – Normal	 	 	1/18/2011	 
	GE3.01
	 	Single Line Diagram – Emergency	 	 	1/18/2011	 
	GE4.00
	 	Feeder, Transformer, and Lighting Fixture Schedules	 	 	1/18/2011	 
	GE4.01
	 	Lighting Fixture Schedule and Compliance Certificate	 	 	1/18/2011	 
	GE4.10
	 	Panel Schedules – Normal	 	 	1/18/2011	 
	GE4.11
	 	Panel Schedules – Emergency	 	 	1/18/2011	 
	GE5.00
	 	Enlarged Electrical Plans	 	 	1/18/2011	 
	GE5.01
	 	Enlarged Electrical Plans	 	 	1/18/2011	 
	GE5.02
	 	Enlarged Electrical Plans	 	 	1/18/2011	 
	GE5.03
	 	Enlarged Electrical Plans	 	 	12/21/2010	 
	GE5.04
	 	Low Voltage Details	 	 	12/21/2010	 
	GE5.05
	 	Low Voltage Details	 	 	1/18/2011	 
	GE9.10
	 	Parking Garage Lighting Plan Level 1	 	 	1/18/2011	 
	GE9.20
	 	Parking Garage Lighting Plan Level 2	 	 	1/18/2011	 
	GE9.30
	 	Parking Garage Lighting Plan Level 3	 	 	1/18/2011	 
	GFA0.01
	 	Parking Garage Fire Alarm General Notes	 	 	1/18/2011	 
	GFA0.10
	 	Parking Garage Fire Alarm Plan Level 1	 	 	1/18/2011	 
	GFA0.20
	 	Parking Garage Fire Alarm Plan Level 2	 	 	1/18/2011	 
	GFA0.30
	 	Parking Garage Fire Alarm Plan Level 3	 	 	1/18/2011	 
	GFP0.00
	 	Parking Garage Fire Proctection
General Notes	 	 	1/18/2011	 
	GFP0.10
	 	Parking Garage Fire Protection Plan Level 1	 	 	1/18/2011	 
	GFP0.20
	 	Parking Garage Fire Protection Plan Level 2	 	 	1/18/2011	 
	GFP0.30
	 	Parking Garage Fire Protection Plan Level 3	 	 	1/18/2011	 
	GFP0.40
	 	Parking Garage Fire Protection Plan Level 4	 	 	1/18/2011	 
	GFP5.00
	 	Parking Garage Fire Protection Details	 	 	1/18/2011	 
	GLD0.01
	 	Symbols and Legends	 	 	12/21/2010	 
	GLD0.02
	 	Notes	 	 	12/21/2010	 

 

22 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	GLD4.01
	 	Lighting Fixture Schedule	 	 	12/21/2010	 
	GLD9.10
	 	Parking Garage Lighting RCP Levels 1-4	 	 	12/21/2010	 
	GLS0.10
	 	Parking Garage Life Safety Plan Level 1	 	 	1/18/2011	 
	GLS0.20
	 	Parking Garage Life Safety Plan Level 2	 	 	1/18/2011	 
	GLS0.30
	 	Parking Garage Life Safety Plan Level 3	 	 	1/18/2011	 
	GLS0.40
	 	Parking Garage Life Safety Plan Level 4	 	 	1/18/2011	 
	GM0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	1/18/2011	 
	GM0.20
	 	Mechanical Details	 	 	1/18/2011	 
	GM2.10
	 	Parking garage Mechanical Plan Level 1	 	 	1/18/2011	 
	GM2.20
	 	Parking garage Mechanical Plan Level 2	 	 	1/18/2011	 
	GM2.30
	 	Parking Garage Mechanical Plan Level 3	 	 	12/21/2010	 
	GM2.40
	 	Parking Garage Mechanical Plan Level 4	 	 	12/21/2010	 
	GM4.00
	 	Mechanical Schedules	 	 	1/18/2011	 
	GP0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	1/18/2011	 
	GP0.20
	 	Plumbing Details	 	 	1/18/2011	 
	GP2.10
	 	Parking Garage Plumbing Plan Level 1	 	 	1/18/2011	 
	GP2.20
	 	Parking Garage Plumbing Plan Level 2	 	 	1/18/2011	 
	GP2.30
	 	Parking Garage Plumbing Plan Level 3	 	 	1/18/2011	 
	GP2.40
	 	Parking Garage Plumbing Plan Level 4	 	 	12/21/2010	 
	GP4.00
	 	Plumbing Schedules	 	 	1/18/2011	 
	GS0.01
	 	Cover Sheet	 	 	1/18/2011	 
	GS0.11
	 	General Notes	 	 	1/18/2011	 
	GS0.12
	 	General Notes	 	 	1/18/2011	 
	GS2.00
	 	Garage Pile Capacity Plan	 	 	1/18/2011	 
	GS2.01
	 	Garage Foundation Plan	 	 	1/26/2011	 
	GS2.02
	 	Garage Service Level 1 Framing Plan	 	 	2/7/2011	 
	GS2.03
	 	Garage Entry Level 2 Framing Plan	 	 	1/18/2011	 
	GS2.04
	 	Garage Casino Level 3 Framing Plan	 	 	1/18/2011	 
	GS2.11
	 	Drag and Chord Reinforcement	 	 	1/18/2011	 
	GS3.11
	 	Beam Elevations	 	 	12/21/2010	 
	GS3.11
	 	Beam Elevations	 	 	1/18/2011	 
	GS3.12
	 	Beam Elevations	 	 	1/18/2011	 
	GS3.13
	 	Beam Elevations	 	 	1/18/2011	 
	GS4.01
	 	Column Schedule	 	 	11/12/2010	 
	GS4.11
	 	Column Detailsv	 	 	11/12/2010	 
	GS4.21
	 	Column Schedule Details	 	 	11/12/2010	 
	GS4.31
	 	Beam Details	 	 	1/18/2011	 
	GS5.01
	 	Foundation Sections and Details	 	 	1/18/2011	 
	GS5.02
	 	Foundation Sections and Details	 	 	1/18/2011	 
	GS5.11
	 	Concrete Sections and Details	 	 	1/18/2011	 
	GS5.12
	 	Concrete Sections and Details	 	 	1/18/2011	 
	GS5.13
	 	Concrete Sections and Details	 	 	1/18/2011	 
	GS5.21
	 	Post-Tensioned Sections and Details	 	 	1/18/2011	 
	GS5.31
	 	Precast Sections and Details	 	 	1/18/2011	 
	GS5.32
	 	Precast Sections and Details	 	 	1/18/2011	 
	GS5.41
	 	Masonry Sections & Details	 	 	11/12/2010	 
	GS5.51
	 	Stair Sections & Details	 	 	12/21/2010	 
	GS5.52
	 	Steel Sections & Details	 	 	12/21/2010	 

 

23 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	GS5.53
	 	Steel Sections & Details	 	 	12/21/2010	 
	GS5.54
	 	Steel Sections & Details	 	 	12/21/2010	 
	GS5.54.1
	 	Steel Sections & Details	 	 	12/21/2010	 
	GS6.01
	 	Enlarged Plans	 	 	1/18/2011	 
	GS6.11
	 	Pile Cap Details	 	 	1/18/2011	 
	GS6.12
	 	Pile Cap Details	 	 	1/26/2011	 
	 
	 	 	 	 	 	 
	Volume 6: Lowrise	 	 	 	 
	LS5.57
	 	Steel Sections and Details	 	 	1/11/2011	 
	AV7.01
	 	Overall Topology	 	 	11/12/2010	 
	C-EFS A
	 	Main Kitchen Power Plan	 	 	1/11/2011	 
	C-EFS B
	 	Main Kitchen Power Plan	 	 	1/11/2011	 
	C-EFS C
	 	Buffet Food Power Plan	 	 	1/11/2011	 
	C-EFS D
	 	Casino Service Bar Power Plans	 	 	1/11/2011	 
	C-EFS E1.0
	 	Three Meal Power Plan	 	 	1/11/2011	 
	C-EFS E1.1
	 	Three Meal Bar Power Plans	 	 	1/11/2011	 
	C-EFS F
	 	Steak House Power Plan	 	 	1/11/2011	 
	C-EFS G
	 	Feature Bar Power Plan	 	 	1/11/2011	 
	C-FS A1
	 	Main Kitchen Food Service Floor Plan	 	 	1/11/2011	 
	C-FS B1
	 	Main Kitchen Food Service Floor Plan	 	 	1/11/2011	 
	C-FS C1
	 	Buffet Food Service Floor Plan	 	 	1/13/2011	 
	C-FS D1
	 	Casino Level Service Bars Floor Plan	 	 	1/13/2011	 
	C-FS D2
	 	Casino level Service Bars Schedule and Requirements	 	 	1/11/2011	 
	C-FS D2.0
	 	Casino Level Service Bars Schedule and Requirements	 	 	1/13/2011	 
	C-FS D2.1
	 	Casino Level Service Bars Schedule and Requirements	 	 	1/13/2011	 
	C-FS E1.0
	 	Three Meal Food Service Floor Plan	 	 	1/11/2011	 
	C-FS E1.1
	 	Three Meal Bars Food Service Floor Plan	 	 	1/11/2011	 
	C-FS F1
	 	Steak House Food Service Floor Plan	 	 	1/11/2011	 
	C-FS G1
	 	Feature Bar Food Service Floor Plan	 	 	1/11/2011	 
	C-FS G2
	 	Feature Bar Food Service Schedule and Requirements	 	 	1/11/2011	 
	C-FSOR1
	 	Casino Level Food Service Orientation Plan	 	 	1/11/2011	 
	C-PFS A1A
	 	Main Kitchen Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS A1B
	 	Main Kitchen Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS B1A
	 	Main Kitchen Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS B1B
	 	Main Kitchen Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS C1A
	 	Buffet Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS C1B
	 	Buffet Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS D1A
	 	Casino level Service Bars Plumbing Plan	 	 	1/11/2011	 
	C-PFS D1B
	 	Casino level Service Bars Plumbing Plan	 	 	1/11/2011	 
	C-PFS E1.0A
	 	Three Meal Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS E1.0B
	 	Three Meal Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS E1.1A
	 	Three Meal Bars Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS E1.1B
	 	Three Meal Bars Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS F1A
	 	Steak House Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS F1B
	 	Steak House Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS G1A
	 	Feature Bar Food Service Plumbing Plan	 	 	1/11/2011	 
	C-PFS G1B
	 	Feature Bar Food Service Plumbing Plan	 	 	1/11/2011	 
	FLS2.10
	 	Support Facility Life Safety Plan	 	 	11/12/2010	 

 

24 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	FLS2.20
	 	Support Facility Life Safety Plan	 	 	11/12/2010	 
	ID0.001
	 	General Notes	 	 	1/11/2011	 
	lD01.000
	 	Overall Plan Level 1	 	 	1/11/2011	 
	ID01.001
	 	Overall Plan Level 2	 	 	1/11/2011	 
	ID01.02
	 	Overall Plan Level 2	 	 	11/12/2010	 
	ID01.03
	 	Overall Plan Level 3	 	 	11/12/2010	 
	ID01.100
	 	Overall RCP Level 1	 	 	1/11/2011	 
	ID01.101
	 	Overall RCP Level 2	 	 	1/11/2011	 
	ID20.000
	 	Public Circulation Floor Finish and Key Elevation Plan Casino Level	 	 	1/11/2011	 
	ID20.010
	 	Public Circulation Plans Second Level	 	 	1/11/2011	 
	ID20.020
	 	Bridge Plans	 	 	1/11/2011	 
	ID20.100
	 	Public Circulation Reflected Ceiling Plan	 	 	1/11/2011	 
	ID20.200
	 	Public Circulation Elevations	 	 	1/11/2011	 
	ID20.201
	 	Public Circulation Elevations	 	 	1/11/2011	 
	ID20.202
	 	Bridge Elevations	 	 	1/11/2011	 
	ID21.000
	 	2-Meal Resturant Floor Finish and Key Elevations Plan	 	 	1/11/2011	 
	ID21.001
	 	2-Meal Resturant Furniture Plan	 	 	1/11/2011	 
	ID21.100
	 	2-Meal Resturant Reflected Ceiling Plan	 	 	1/11/2011	 
	ID21.200
	 	2-Meal Resturant Elevations	 	 	1/11/2011	 
	ID21.201
	 	2-Meal Resturant Elevations	 	 	1/11/2011	 
	ID21.202
	 	2-Meal Resturant Elevations	 	 	1/11/2011	 
	ID22.000
	 	Steakhouse Floor Finish and Key Elevations Plan	 	 	1/11/2011	 
	ID22.001
	 	Steakhouse Furniture Plan	 	 	1/11/2011	 
	ID22.100
	 	Steakhouse Reflected Ceiling Plan	 	 	1/11/2011	 
	ID22.200
	 	Steakhouse Elevations	 	 	1/11/2011	 
	ID22.201
	 	Steakhouse Elevations	 	 	1/11/2011	 
	ID22.202
	 	Steakhouse Elevations	 	 	1/11/2011	 
	ID23.000
	 	Public Restroom Enlarged Plans	 	 	1/11/2011	 
	ID23.001
	 	Public Restroom Enlarged Plans	 	 	1/11/2011	 
	ID23.100
	 	Public Restroom Enlarged RCP	 	 	1/11/2011	 
	ID23.101
	 	Public Restroom Enlarged RCP	 	 	1/11/2011	 
	ID23.200
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.201
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.210
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.211
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.220
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.221
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.230
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.231
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.240
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID23.241
	 	Public Restroom Elevations	 	 	1/11/2011	 
	ID24.000
	 	Casino Reference Plan	 	 	1/11/2011	 
	ID24.001
	 	Casino Enlarged Plan	 	 	1/11/2011	 
	ID24.002
	 	Casino Enlarged Plan	 	 	1/11/2011	 
	ID24.003
	 	Casino Enlarged Plan	 	 	1/11/2011	 
	ID24.004
	 	Casino Enlarged Plan	 	 	1/11/2011	 
	ID24.005
	 	Casino Cage Enlarged Plan and RCP	 	 	1/11/2011	 
	ID24.006
	 	Casino Poker RM Enlarged Plan	 	 	1/11/2011	 

 

25 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	ID24.007
	 	Casino High Limit Tables Enlarged Plan	 	 	1/11/2011	 
	ID24.008
	 	Casino High Limit Gaming Enlarged Plan	 	 	1/11/2011	 
	ID24.100
	 	Casino Reference RCP	 	 	1/11/2011	 
	ID24.101
	 	Casino Enlarged RCP	 	 	1/11/2011	 
	ID24.102
	 	Casino Enlarged RCP	 	 	1/11/2011	 
	ID24.103
	 	Casino Enlarged RCP	 	 	1/11/2011	 
	ID24.104
	 	Casino Enlarged RCP	 	 	1/11/2011	 
	ID24.105
	 	Casino Cage Enlarged RCP	 	 	1/11/2011	 
	ID24.106
	 	Casino Poker RM Enlarged RCP	 	 	1/11/2011	 
	ID24.107
	 	Casino High Limit Tables Enlarged RCP	 	 	1/11/2011	 
	ID24.108
	 	Casino High Limit Gaming Enlarged RCP	 	 	1/11/2011	 
	ID24.200
	 	Casino Façade Elevations	 	 	1/11/2011	 
	ID24.201
	 	Casino Façade Elevations	 	 	1/11/2011	 
	ID24.202
	 	Casino Overall Perimeter Elevations	 	 	1/11/2011	 
	ID24.203
	 	Casino Overall Perimeter Elevations	 	 	1/11/2011	 
	ID24.204
	 	Casino Overall Perimeter Elevations	 	 	1/11/2011	 
	ID24.210
	 	Casino Cashier Cage Credit Office Elevations	 	 	1/11/2011	 
	ID24.211
	 	Casino Cashier Cage Credit Office Elevations	 	 	1/11/2011	 
	ID24.220
	 	Casino Poker Elevations	 	 	1/11/2011	 
	ID24.230
	 	Casino High Limit Tables Elevations	 	 	1/11/2011	 
	ID24.231
	 	Casino High Limit Elevations	 	 	1/11/2011	 
	ID24.232
	 	Casino High Limit Elevations	 	 	1/11/2011	 
	ID24.233
	 	Casino High Limit Elevations	 	 	1/11/2011	 
	ID24.300
	 	Casino Interior Details	 	 	1/11/2011	 
	ID24.330
	 	High Limit Interior Details	 	 	1/11/2011	 
	ID25.000
	 	Buffet Floor Finish and Key Elevation Plan	 	 	1/11/2011	 
	ID25.001
	 	Buffet Furniture Plan	 	 	1/11/2011	 
	ID25.100
	 	Buffet Reflected Ceiling Plan	 	 	1/11/2011	 
	ID25.200
	 	Buffet Elevations	 	 	1/11/2011	 
	ID25.201
	 	Buffet Elevations	 	 	1/11/2011	 
	ID25.202
	 	Buffet Elevations	 	 	1/11/2011	 
	ID25.203
	 	Buffet Elevations	 	 	1/11/2011	 
	ID26.000
	 	Casino Feature Bar Enlarged Plan	 	 	1/11/2011	 
	ID26.100
	 	Casino Feature Bar Enlarged RCP	 	 	1/11/2011	 
	ID26.200
	 	Casino Feature Bar Elevations	 	 	1/11/2011	 
	ID27.000
	 	Level 2 Pre-Function Multi-Purpose Plans	 	 	1/11/2011	 
	ID27.100
	 	Level 2 Pre-Function Multi-Purpose RCP	 	 	1/11/2011	 
	ID27.200
	 	Pre-Function Area Elevations	 	 	1/11/2011	 
	ID27.201
	 	Pre-Function Area Elevations	 	 	1/11/2011	 
	ID27.202
	 	Pre-Function Area Elevations	 	 	1/11/2011	 
	ID27.203
	 	Multi-Purpose Room Elevations	 	 	1/11/2011	 
	ID27.204
	 	Multi-Purpose Room Elevations	 	 	1/11/2011	 
	ID27.205
	 	Multi-Purpose Room Elevations	 	 	1/11/2011	 
	ID28.000
	 	Level 2 VIP Lounge Interior Plan	 	 	1/11/2011	 
	ID28.001
	 	Level 2 VIP Lounge Terrace Plan	 	 	1/11/2011	 
	ID28.100
	 	Level 2 VIP Lounge Interior RCP	 	 	1/11/2011	 
	ID28.101
	 	Level 2 VIP Lounge Terrace RCP	 	 	1/11/2011	 
	ID28.200
	 	VIP Lounge Elevations	 	 	1/11/2011	 

 

26 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	ID28.201
	 	VIP Lounge Elevations	 	 	1/11/2011	 
	ID29.000
	 	Level 2 EDR Plan	 	 	1/11/2011	 
	ID29.100
	 	Level 2 EDR RCP	 	 	1/11/2011	 
	ID29-900
	 	Back of House Finish Schedule	 	 	1/11/2011	 
	ID29-901
	 	Back of House Finish Schedule	 	 	1/11/2011	 
	LA0.00
	 	Cover Sheet	 	 	2/8/2011	 
	LA0.10
	 	Drawing Index	 	 	2/8/2011	 
	LA0.11
	 	Drawing Index	 	 	1/28/2011	 
	LA0.11
	 	Drawing Index	 	 	2/8/2011	 
	LA0.12
	 	Drawing Index	 	 	2/8/2011	 
	LA0.13
	 	Drawing Index	 	 	2/8/2011	 
	LA0.14
	 	Drawing Index	 	 	1/28/2011	 
	LA0.15
	 	Drawing Index	 	 	1/11/2011	 
	LA0.16
	 	Drawing Index	 	 	1/11/2011	 
	LA0.20
	 	Information lowrise Package	 	 	1/11/2011	 
	LA0.21
	 	ADA Notes and Figures	 	 	1/11/2011	 
	LA0.30
	 	Overall Architectural Key Plan	 	 	1/11/2011	 
	LA0.40
	 	Wall Types	 	 	1/11/2011	 
	LA0.41
	 	Wall Types	 	 	1/11/2011	 
	LA0.50
	 	Architectural/Barge Column Grid Control Plan	 	 	1/11/2011	 
	LA2.00
	 	Level 42' Catwalk Plan	 	 	1/11/2011	 
	LA2.10
	 	Level 53' Overall Floor Plan	 	 	1/11/2011	 
	LA2.11
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.12
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.13
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.15
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.16
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.17
	 	Level 53' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.20
	 	Level 77' Overall Floor Plan	 	 	1/11/2011	 
	LA2.21
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.22
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.23
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.24
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.25
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.26
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.27
	 	Level 77' Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.28
	 	Level 97'-6" Enlarged Floor Plan	 	 	1/11/2011	 
	LA2.30
	 	Level 77' Enlarged Floor Plan	 	 	1/28/2011	 
	LA3.00
	 	Building Elevations	 	 	1/11/2011	 
	LA3.10
	 	Building Elevations	 	 	1/11/2011	 
	LA3.11
	 	Building Elevations	 	 	1/11/2011	 
	LA3.20
	 	Building Sections	 	 	1/11/2011	 
	LA3.30
	 	Building Sections	 	 	1/11/2011	 
	LA3.40
	 	Building Sections	 	 	1/11/2011	 
	LA3.50
	 	Building Elevations	 	 	11/12/2010	 
	LA4.10
	 	Room Finish Schedule	 	 	1/11/2011	 
	LA4.11
	 	Room Finish Schedule	 	 	1/11/2011	 
	LA4.20
	 	Door Schedule	 	 	1/11/2011	 

 

27 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LA4.21
	 	Door Schedule	 	 	11/12/2010	 
	LA4.22
	 	Door Types	 	 	1/11/2011	 
	LA4.30
	 	Opening Schedule	 	 	1/11/2011	 
	LA4.31
	 	Opening Schedule	 	 	1/11/2011	 
	LA4.32
	 	Opening Schedule	 	 	1/11/2011	 
	LA4.40
	 	Head, Jamb, Sill Details	 	 	1/11/2011	 
	LA4.50
	 	Special Openings	 	 	1/11/2011	 
	LA5.00
	 	Wall Sections	 	 	11/12/2010	 
	LA5.00
	 	Wall Sections	 	 	1/11/2011	 
	LA5.10
	 	Wall Sections	 	 	1/11/2011	 
	LA5.20
	 	Wall Sections	 	 	1/11/2011	 
	LA5.30
	 	Wall Sections	 	 	1/11/2011	 
	LA5.40
	 	Wall Sections	 	 	1/11/2011	 
	LA5.50
	 	Wall Sections	 	 	1/11/2011	 
	LA6.00
	 	Wall Details	 	 	1/11/2011	 
	LA6.10
	 	Wall Details	 	 	1/11/2011	 
	LA6.40
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.41
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.42
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.44
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.45
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.46
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.47
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.48
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA6.49
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LA7.00
	 	Enlarged Stair Plans	 	 	1/11/2011	 
	LA7.01
	 	Enlarged Stair Plans	 	 	1/11/2011	 
	LA7.10
	 	Low Rise Stair Sections	 	 	1/11/2011	 
	LA7.11
	 	Low Rise Stair Sections	 	 	1/11/2011	 
	LA7.12
	 	Low Rise Stair Sections	 	 	1/11/2011	 
	LA7.20
	 	Low Rise Elevator Sections	 	 	1/11/2011	 
	LA7.21
	 	Low Rise Elevator Sections	 	 	1/11/2011	 
	LA8.00
	 	Level 53′ Enlarged Floor Plans	 	 	1/11/2011	 
	LA8.10
	 	Level 77′ Enlarged Floor Plans	 	 	1/11/2011	 
	LA8.20
	 	Level 53′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA8.30
	 	Level 53′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA8.40
	 	Level 53′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA8.50
	 	Level 53′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA8.60
	 	Level 77′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA8.70
	 	Level 77′ Restroom Interior Elevations	 	 	1/11/2011	 
	LA9.10
	 	Level 53′ Overall RCP	 	 	1/11/2011	 
	LA9.11
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.12
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.13
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.14
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.15
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.16
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 
	LA9.17
	 	Level 53′ Enlarged RCP	 	 	1/11/2011	 

 

28 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LA9.20
	 	Level 77′ Overall RCP	 	 	1/11/2011	 
	LA9.21
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.22
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.23
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.24
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.25
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.26
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.27
	 	Level 77′ Enlarged RCP	 	 	1/11/2011	 
	LA9.28
	 	Level 97-6′′ Enlarged Floor Plan	 	 	1/11/2011	 
	LAS2.00
	 	Level 42′ Catwalk Slab Plan	 	 	1/28/2011	 
	LAS2.10
	 	Level 53′ Overall Slab Plan	 	 	1/28/2011	 
	LAS2.11
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.12
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.13
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.14
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.15
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.16
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.17
	 	Level 53′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.20
	 	Level 77′ Overall Slab Plan	 	 	1/28/2011	 
	LAS2.20
	 	Level 77′ Overall Slab Plan	 	 	11/12/2010	 
	LAS2.21
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.22
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.23
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.24
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.25
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.26
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.27
	 	Level 77′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.27
	 	Level 77′ Enlarged Slab Plan	 	 	11/12/2010	 
	LAS2.28
	 	Level 97′-6′′ Enlarged Slab Plan	 	 	1/28/2011	 
	LAS2.30
	 	Overall Roof Edge Plan	 	 	1/28/2011	 
	LAS2.31
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.32
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.33
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.34
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.35
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.36
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAS2.37
	 	Enlarged Roof Edge Plan	 	 	1/28/2011	 
	LAV0.01
	 	Symbols and Legends	 	 	1/11/2011	 
	LAV0.02
	 	Notes	 	 	1/11/2011	 
	LAV0.05
	 	Level 53′ AV Zone Plan	 	 	1/11/2011	 
	LAV0.06
	 	Level 77′ AV Zone Plan	 	 	1/11/2011	 
	LAV2.10
	 	Level 53′ Overall AV Floor Plan	 	 	1/11/2011	 
	LAV2.11
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.13
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.14
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.15
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.16
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.17
	 	Level 53′ Enlarged AV Floor Plan	 	 	1/11/2011	 

 

29 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LAV2.20
	 	Level 77′ Overall AV Floor Plan	 	 	1/11/2011	 
	LAV2.21
	 	Level 77′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.24
	 	Level 77′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV2.26
	 	Level 77′ Enlarged AV Floor Plan	 	 	1/11/2011	 
	LAV4.01
	 	AV Fixture Schedule	 	 	1/11/2011	 
	LAV7.01
	 	Overall AV Topology – Lowrise	 	 	1/11/2011	 
	LAV7.10
	 	Level 53′ AV Control Locations Plan	 	 	1/11/2011	 
	LAV7.11
	 	Level 77′ AV Control Locations Plan	 	 	1/11/2011	 
	LAV9.10
	 	Level 53′ Overall AV Plan	 	 	1/11/2011	 
	LAV9.11
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.13
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.14
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.15
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.16
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.17
	 	Level 53′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.20
	 	Level 77′ Overall AV Plan	 	 	1/11/2011	 
	LAV9.21
	 	Level 77′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.24
	 	Level 77′ Enlarged AV RCP	 	 	1/11/2011	 
	LAV9.26
	 	Level 77′ Enlarged AV RCP	 	 	1/11/2011	 
	LD7.01
	 	Overall Topology	 	 	11/12/2010	 
	LE0.10
	 	Symbol List	 	 	1/11/2011	 
	LE2.00
	 	Level 42′ Overall Electrical Plan	 	 	1/11/2011	 
	LE2.01
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.02
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.03
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.04
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.05
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.06
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.07
	 	Level 42′ Power Plan	 	 	1/11/2011	 
	LE2.10
	 	Level 53′ Overall Electrical Plan	 	 	1/11/2011	 
	LE2.10
	 	Level 53′ Overall Electrical Plan	 	 	11/12/2010	 
	LE2.10A
	 	Level 53′ Overall Floor Duct Plan	 	 	1/11/2011	 
	LE2.11
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.12
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.13
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.14
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.15
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.16
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.17
	 	Level 53′ Power Plan	 	 	1/11/2011	 
	LE2.20
	 	Level 77′ Overall Electrical Plan	 	 	1/11/2011	 
	LE2.21
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.22
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.23
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.24
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.25
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.26
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.27
	 	Level 77′ Power Plan	 	 	1/11/2011	 
	LE2.30
	 	Roof Level Overall Electrical Plan	 	 	1/11/2011	 

 

30 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LE2.31
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.32
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.33
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.34
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.35
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.36
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE2.37
	 	Roof Level Power Plan	 	 	1/11/2011	 
	LE3.00
	 	Single Line Diagram – Normal	 	 	1/11/2011	 
	LE3.01
	 	Single Line Diagram – Normal	 	 	1/11/2011	 
	LE3.02
	 	Single Line Diagram – Emergency	 	 	1/11/2011	 
	LE3.03
	 	Single Line Diagram – Emergency	 	 	1/11/2011	 
	LE4.00
	 	Notes, Feeder and Transformer Schedules	 	 	1/11/2011	 
	LE4.01
	 	Lighting Fixture and Compliance Certificate	 	 	1/11/2011	 
	LE4.10
	 	Panel Schedules – Normal	 	 	1/11/2011	 
	LE4.11
	 	Panel Schedules – Normal	 	 	1/11/2011	 
	LE4.12
	 	Panel Schedules – Emergency	 	 	1/11/2011	 
	LE4.13
	 	Panel Schedules – Emergency	 	 	1/11/2011	 
	LE4.14
	 	Panel Schedules – Emergency	 	 	1/11/2011	 
	LE4.20
	 	Distribution Equipment Schedules – Normal	 	 	1/11/2011	 
	LE4.21
	 	Distribution Equipment Schedules – Emergency	 	 	1/11/2011	 
	LE5.00
	 	Enlarged Electrical Plans	 	 	1/11/2011	 
	LE5.01
	 	Enlarged Electrical Plan	 	 	1/11/2011	 
	LE9.01
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.02
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.03
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.04
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.05
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.06
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.07
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.11
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.12
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.12
	 	Level 53′ Lighting Plan	 	 	11/12/2010	 
	LE9.13
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.14
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.15
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.16
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.17
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LE9.21
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.22
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.23
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.24
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.25
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.25
	 	Level 77′ Lighting Plan	 	 	11/12/2010	 
	LE9.26
	 	Level 42′ Lighting Plan	 	 	1/11/2011	 
	LE9.26
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LE9.26
	 	Level 77′ Lighting Plan	 	 	11/12/2010	 
	LE9.27
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LELD2.11
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 

 

31 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LELD2.13
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.14
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.15
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.16
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.17
	 	Level 53′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.21
	 	Level 77′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.23
	 	Level 77′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.24
	 	Level 77′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.25
	 	Level 77′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.26
	 	Level 77′ Low Level Lighting Plan	 	 	1/11/2011	 
	LELD2.31
	 	Roof Lighting Plan	 	 	1/11/2011	 
	LELD3.00
	 	Building Lighting Elevations	 	 	1/11/2011	 
	LELD3.10
	 	Building Lighting Elevations	 	 	1/11/2011	 
	LELD9.11
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.13
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.14
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.15
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.16
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.17
	 	Level 53′ Lighting Plan	 	 	1/11/2011	 
	LELD9.21
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LELD9.23
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LELD9.24
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LELD9.26
	 	Level 77′ Lighting Plan	 	 	1/11/2011	 
	LFA0.00
	 	Catwalk Fire Alarm Plan	 	 	11/12/2010	 
	LFA0.01
	 	Lowrise Fire Alarm General Notes	 	 	1/11/2011	 
	LFA0.10
	 	Level 53′ Fire Alarm Plan	 	 	11/12/2010	 
	LFA0.20
	 	Level 77′ Fire Alarm Plan	 	 	11/12/2010	 
	LFA2.01
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.02
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.03
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.04
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.05
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.06
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.07
	 	Level 42′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.11
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.12
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.13
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.14
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.15
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.16
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.17
	 	Level 53′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.21
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.22
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.23
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.24
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.25
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.26
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 
	LFA2.27
	 	Level 77′ Enlarged Floor Plan Fire Alarm	 	 	1/11/2011	 

 

32 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LFP0.00
	 	Fire Protection General Notes	 	 	1/11/2011	 
	LFP0.05
	 	Catwalk Fire Protection Plan	 	 	11/12/2010	 
	LFP0.10
	 	Level 53′ Fire Protection Plan	 	 	11/12/2010	 
	LFP0.20
	 	Level 77′ Fire Protection Plan	 	 	11/12/2010	 
	LFP2.01
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.02
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.03
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.04
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.05
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.06
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.07
	 	Level 42′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.11
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.12
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.13
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.14
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.15
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.16
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.17
	 	Level 53′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.21
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.22
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.23
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.24
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.25
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.26
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP2.27
	 	Level 77′ Enlarged Floor Plan Fire Protection	 	 	1/11/2011	 
	LFP5.00
	 	Fire Protection Details	 	 	11/12/2010	 
	LFP5.01
	 	Fire Protection Details	 	 	1/11/2011	 
	LLD0.01
	 	Symbols and Legends	 	 	1/11/2011	 
	LLD0.02
	 	Notes	 	 	1/11/2011	 
	LLD0.05
	 	Level 53′ Dimming Zone Plan	 	 	1/11/2011	 
	LLD0.06
	 	Level 77′ Dimming Zone Plan	 	 	1/11/2011	 
	LLD2.10
	 	Level 53′ Overall Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.11
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.13
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.14
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.15
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.16
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.17
	 	Level 53′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.20
	 	Level 77′ Overall Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.21
	 	Level 77′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.23
	 	Level 77′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.24
	 	Level 77′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.26
	 	Level 77′ Enlarged Lighting Floor Plan	 	 	1/11/2011	 
	LLD2.31
	 	Enlarged Roof lighting Plan	 	 	1/11/2011	 
	LLD3.00
	 	Building lighting Elevations	 	 	1/11/2011	 
	LLD3.10
	 	Building lighting Elevations	 	 	1/11/2011	 
	LLD4.01
	 	Lighting Fixture Schedule	 	 	1/11/2011	 
	LLD4.11
	 	Dimming Fixture Schedule	 	 	1/11/2011	 

 

33 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LLD7.01
	 	Overall Topology	 	 	1/11/2011	 
	LLD7.10
	 	Level 53′ Lighting Control Locations Plan	 	 	1/11/2011	 
	LLD7.11
	 	Level 77′ Lighting Control Locations Plan	 	 	1/11/2011	 
	LLD7.40
	 	Dimming Oneline – Hotel Tower	 	 	1/11/2011	 
	LLD7.70
	 	Control rack Details	 	 	1/11/2011	 
	LLD7.71
	 	General Control Details	 	 	1/11/2011	 
	LLD7.80
	 	Cable Specifications	 	 	1/11/2011	 
	LLD9.10
	 	Level 53′ Overall Lighting RCP	 	 	1/11/2011	 
	LLD9.11
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.13
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.14
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.15
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.16
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.17
	 	Level 53′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.20
	 	Level 77′ Overall Lighting RCP	 	 	1/11/2011	 
	LLD9.21
	 	Level 77′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.23
	 	Level 77′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.24
	 	Level 77′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLD9.26
	 	Level 77′ Enarged Lighting RCP	 	 	1/11/2011	 
	LLS0.00
	 	Catwalk Life Safety Plan	 	 	1/11/2011	 
	LLS0.10
	 	Level 53′ Life Safety Plan	 	 	1/11/2011	 
	LLS0.20
	 	Level 77′ Life Safety Plan	 	 	1/11/2011	 
	LLV0.10
	 	Symbols List and General Notes	 	 	1/11/2011	 
	LLV2.10
	 	Level 53′ Overall Low Voltage Plan	 	 	1/11/2011	 
	LLV2.10A
	 	Level 53′ Overall Low Voltage Floor Duct Plan	 	 	1/11/2011	 
	LLV2.11
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.12
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.13
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.14
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.15
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.16
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.17
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.20
	 	Level 77′ Overall Low Voltage Plan	 	 	1/11/2011	 
	LLV2.21
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.22
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.23
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.24
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.25
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.26
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV2.27
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV5.00
	 	Enlarged Low Voltage Plans	 	 	1/11/2011	 
	LLV5.01
	 	Enlarged Low Voltage Plans	 	 	1/11/2011	 
	LLV5.02
	 	Low Voltage Details	 	 	1/11/2011	 
	LLV9.11
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.12
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.13
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.14
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.15
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 

 

34 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LLV9.16
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.17
	 	Level 53′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.21
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.22
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.23
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.24
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.25
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.26
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LLV9.27
	 	Level 77′ Low Voltage Plan	 	 	1/11/2011	 
	LM0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	1/11/2011	 
	LM0.20
	 	Mechanical Details	 	 	1/11/2011	 
	LM0.21
	 	Mechanical Details	 	 	1/11/2011	 
	LM0.22
	 	Mechanical Details	 	 	1/11/2011	 
	LM2.10
	 	Level 53′ Overall Mechanical Plan	 	 	1/11/2011	 
	LM2.11
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.12
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.13
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.14
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.15
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.16
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.17
	 	Level 53′ Mechanical Plan	 	 	1/11/2011	 
	LM2.20
	 	Level 77′ Overall Mechanical Plan	 	 	1/11/2011	 
	LM2.21
	 	Level 77′ Mechanical Plan	 	 	11/12/2010	 
	LM2.22
	 	Level 77′ Mechanical Plan	 	 	11/12/2010	 
	LM2.23
	 	Level 77′ Mechanical Plan	 	 	11/12/2010	 
	LM2.24
	 	Level 77′ Mechanical Plan	 	 	1/11/2011	 
	LM2.25
	 	Level 77′ Mechanical Plan	 	 	1/11/2011	 
	LM2.26
	 	Level 77′ Mechanical Plan	 	 	1/11/2011	 
	LM2.27
	 	Level 77′ Mechanical Plan	 	 	1/11/2011	 
	LM2.30
	 	Roof Level Overall Mechanical Plan	 	 	1/11/2011	 
	LM2.31
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.32
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.33
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.34
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.35
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.36
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM2.37
	 	Roof Level Mechanical Plan	 	 	1/11/2011	 
	LM3.01
	 	Level 42′ Piping Plan	 	 	1/11/2011	 
	LM3.03
	 	Level 42′ Piping Plan	 	 	1/11/2011	 
	LM3.05
	 	Level 42′ Piping Plan	 	 	1/11/2011	 
	LM3.06
	 	Level 42′ Piping Plan	 	 	1/11/2011	 
	LM3.11
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.12
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.13
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.14
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.15
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.16
	 	Level 53′ Piping Plan	 	 	1/11/2011	 
	LM3.17
	 	Level 53′ Piping Plan	 	 	1/11/2011	 

 

35 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LM3.21
	 	Level 77′ Piping Plan	 	 	1/11/2011	 
	LM3.22
	 	Level 77′ Piping Plan	 	 	11/12/2010	 
	LM3.23
	 	Level 77′ Piping Plan	 	 	11/12/2010	 
	LM3.24
	 	Level 77′ Piping Plan	 	 	1/11/2011	 
	LM3.25
	 	Level 77′ Piping Plan	 	 	1/11/2011	 
	LM3.26
	 	Level 77′ Piping Plan	 	 	1/11/2011	 
	LM3.27
	 	Level 77′ Piping Plan	 	 	1/11/2011	 
	LM4.00
	 	Mechanical Schedules	 	 	1/11/2011	 
	LM4.01
	 	Mechanical Schedules	 	 	1/11/2011	 
	LM4.02
	 	Mechanical Schedules	 	 	1/11/2011	 
	LM4.03
	 	Mechanical Schedules	 	 	1/11/2011	 
	LM4.04
	 	Mechanical Schedules	 	 	1/11/2011	 
	LM6.00
	 	Mechanical Control Diagrams	 	 	1/11/2011	 
	LM6.01
	 	Mechanical Control Diagrams	 	 	1/11/2011	 
	LM6.02
	 	Mechanical Control Diagrams	 	 	1/11/2011	 
	LP0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	1/11/2011	 
	LP0.20
	 	Plumbing Details	 	 	1/11/2011	 
	LP0.21
	 	Plumbing Details	 	 	1/11/2011	 
	LP2.00
	 	Level 42′ Overall Plumbing Plan	 	 	1/11/2011	 
	LP2.02
	 	Level 42′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.03
	 	Level 42′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.04
	 	Level 42′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.05
	 	Level 42′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.06
	 	Level 42′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.07
	 	Level 42′ Waste & Vent Plan	 	 	11/12/2010	 
	LP2.10
	 	Level 53′ Overall Plumbing Plan	 	 	1/11/2011	 
	LP2.11
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.12
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.13
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.14
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.15
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.16
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.17
	 	Level 53′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.20
	 	Level 77′ Overall Plumbing Plan	 	 	1/11/2011	 
	LP2.21
	 	Level 77′ Waste & Vent Plan	 	 	11/12/2010	 
	LP2.22
	 	Level 77′ Waste & Vent Plan	 	 	11/12/2010	 
	LP2.23
	 	Level 77′ Waste & Vent Plan	 	 	11/12/2010	 
	LP2.24
	 	Level 77′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.25
	 	Level 77′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.26
	 	Level 77′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.27
	 	Level 77′ Waste and Vent Plan	 	 	1/11/2011	 
	LP2.30
	 	Roof Level Overall Plumbing Plan	 	 	1/11/2011	 
	LP2.31
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.32
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.33
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.34
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.35
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.36
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 

 

36 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LP2.37
	 	Roof Level Plumbing Plan	 	 	1/11/2011	 
	LP2.37
	 	Roof Level Plumbing Plan	 	 	11/12/2010	 
	LP3.01
	 	Level 42′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.02
	 	Level 42′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.03
	 	Level 42′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.04
	 	Level 42′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.05
	 	Level 42′  Domestic Water Plan	 	 	11/12/2010	 
	LP3.06
	 	Level 42′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.07
	 	Level 42′  Domestic Water Plan	 	 	11/12/2010	 
	LP3.11
	 	Level 53′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.12
	 	Level 53′ Domestic Water Plan	 	 	1/11/2011	 
	LP3.13
	 	Level 53′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.14
	 	Level 53′ Domestic Water Plan	 	 	1/11/2011	 
	LP3.15
	 	Level 53′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.16
	 	Level 53′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.17
	 	Level 53′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.21
	 	Level 77′  Domestic Water Plan	 	 	11/12/2010	 
	LP3.22
	 	Level 77′  Domestic Water Plan	 	 	11/12/2010	 
	LP3.23
	 	Level 77′  Domestic Water Plan	 	 	11/12/2010	 
	LP3.24
	 	Level 77′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.25
	 	Level 77′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.26
	 	Level 77′  Domestic Water Plan	 	 	1/11/2011	 
	LP3.27
	 	Level 77′  Domestic Water Plan	 	 	1/11/2011	 
	LP4.00
	 	Plumbing Schedules	 	 	1/11/2011	 
	LP4.01
	 	Plumbing Schedules	 	 	1/11/2011	 
	LP5.00
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.01
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.02
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.03
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.04
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.05
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.06
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.07
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP5.08
	 	Enlarged Plumbing Plans	 	 	1/11/2011	 
	LP6.00
	 	Plumbing Control Diagrams	 	 	11/12/2010	 
	LS0.01
	 	Cover Sheet	 	 	1/28/2011	 
	LS0.11
	 	General Notes	 	 	1/11/2011	 
	LS0.12
	 	General Notes	 	 	1/11/2011	 
	LS1.11
	 	Net Wind Load Uplift Plan	 	 	1/28/2011	 
	LS1.12
	 	Gross Wind Load Downward Pressure Plan	 	 	1/28/2011	 
	LS2.00
	 	Pile Key Plan	 	 	1/11/2011	 
	LS2.01
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.01.5
	 	Catwalk Framing Plan	 	 	11/12/2010	 
	LS2.01.5
	 	Catwalk Framing Plan	 	 	1/28/2011	 
	LS2.02
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.02.5
	 	Catwalk Framing Plan	 	 	1/28/2011	 
	LS2.03
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.03.5
	 	Catwalk Framing Plan	 	 	1/28/2011	 

 

37 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LS2.03.5
	 	Catwalk Framing Plan	 	 	11/12/2010	 
	LS2.04
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.05
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.06
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.07
	 	Foundation Plan	 	 	1/11/2011	 
	LS2.11
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.12
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.13
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.14
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.15
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.16
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.17
	 	Level 1 Framing Plan	 	 	1/28/2011	 
	LS2.20
	 	Platform and Room Framing Plans	 	 	1/28/2011	 
	LS2.20.1
	 	 	 	 	1/28/2011	 
	LS2.21
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.22
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.23
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.24
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.25
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.26
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.27
	 	Level 2 Framing Plan	 	 	1/28/2011	 
	LS2.31
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.33
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.34
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.35
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.36
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.37
	 	Roof Framing Plan	 	 	1/28/2011	 
	LS2.41
	 	High Roof Framing Plan	 	 	1/28/2011	 
	LS2.44
	 	High Roof Framing Plan	 	 	1/28/2011	 
	LS2.46
	 	High Roof Framing Plan	 	 	1/28/2011	 
	LS3.01
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.02
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.03
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.04
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.05
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.06
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.07
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.08
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.09
	 	Brace Elevations	 	 	1/28/2011	 
	LS3.51
	 	Truss Profiles	 	 	1/28/2011	 
	LS4.21
	 	Door Schedule	 	 	1/11/2011	 
	LS5.11
	 	Sections and Details	 	 	1/28/2011	 
	LS5.21
	 	Bridge Sections and Details	 	 	1/28/2011	 
	LS5.51
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.52
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.53
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.54
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.54.1
	 	Steel Sections and Details	 	 	1/28/2011	 

 

38 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	LS5.54.1
	 	Steel Sections & Details	 	 	11/12/2010	 
	LS5.55
	 	Steel Sections and Details	 	 	1/11/2011	 
	LS5.56
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.57
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.58
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.59
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.60
	 	Steel Sections and Details	 	 	1/28/2011	 
	LS5.61
	 	Steel Sections and Details	 	 	2/8/2011	 
	LS6.43
	 	Enlarged Floor Plan Details	 	 	1/11/2011	 
	LS7.11
	 	Pile Cap Details	 	 	1/11/2011	 
	LS7.12
	 	Pile Cap Details	 	 	1/11/2011	 
	LS7.13
	 	Pile Cap Details	 	 	1/11/2011	 
	LS7.14
	 	Pile Cap Details	 	 	1/11/2011	 
	M-EFS A1
	 	Liquor and Soda Dispenser Power Plan	 	 	1/11/2011	 
	M-EFS B1
	 	EDR and Multipurpose Kitchen Power Plan	 	 	1/11/2011	 
	M-EFS C1
	 	VIP Lounge Power Plan	 	 	1/11/2011	 
	M-FS A1
	 	Liquor and Soda Disp. Bar Set-Up Floor Plan	 	 	1/11/2011	 
	M-FS A2
	 	Liquor and Soda Disp. Bar Set-Up Schedule and Requirements	 	 	1/11/2011	 
	M-FS B1
	 	EDR and Multi-Purpose Floor Plan	 	 	1/11/2011	 
	M-FS B2.0
	 	EDR and Multi-Purpose Kitchen Schedule and Requirements	 	 	1/11/2011	 
	M-FS B2.1
	 	EDR and Multi-Purpose Kitchen Schedule and Requirements	 	 	1/11/2011	 
	M-FS B7.0
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B7.1
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B7.2
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B7.3
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B7.4
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B7.5
	 	EDR & Multi-Purpose Kitchen Exhaust Hood Plan	 	 	1/13/2011	 
	M-FS B8.0
	 	EDR and Multi-Purpose Kitchen Elevations and Details	 	 	1/11/2011	 
	M-FS B8.1
	 	EDR and Multi-Purpose Kitchen Elevations and Details	 	 	1/11/2011	 
	M-FS B8.2
	 	EDR and Multi-Purpose Kitchen Elevations and Details	 	 	1/11/2011	 
	M-FS C1
	 	V.I.P. Lounge Floor Plan	 	 	1/11/2011	 
	M-FS C2
	 	V.I.P. Lounge Schedule and Requirements	 	 	1/11/2011	 
	M-FS OR2
	 	Multi-Purpose Level Food Service Orientation Plan	 	 	1/11/2011	 
	M-PFS A1A
	 	Liquor and Soda Disp. Bar Set-Up Plumbing Plan	 	 	1/11/2011	 
	M-PFS A1B
	 	Liquor and Soda Disp. Bar Set-Up Plumbing Plan	 	 	1/11/2011	 
	M-PFS B1A
	 	EDR and Multipurpose Kitchen Plumbing Plan	 	 	1/11/2011	 
	M-PFS B1B
	 	EDR and Multipurpose Kitchen Plumbing Plan	 	 	1/11/2011	 
	M-PFS C1A
	 	V.I.P. Lounge Plumbing Plan	 	 	1/11/2011	 
	M-PFS C1B
	 	V.I.P. Lounge Plumbing Plan	 	 	1/11/2011	 
	M-PFS D1A
	 	Service Bars Plumbing Plan	 	 	1/11/2011	 
	M-PFS D1B
	 	Service Bars Plumbing Plan	 	 	1/11/2011	 
	TLS0.10
	 	Hotel Tower Life Safety Plan Level 0 (Service)	 	 	11/12/2010	 
	TLS0.20
	 	Hotel Tower Life Safety Plan Level 1 (Casino)	 	 	11/12/2010	 
	TLS0.30
	 	Hotel Tower Life Safety Plan Level 1.5	 	 	11/12/2010	 
	TLS0.40
	 	Hotel Tower Life Safety Plan Level 2	 	 	11/12/2010	 
	TLS0.50
	 	Hotel Tower Life Safety Plan Level 3	 	 	11/12/2010	 
	TLS0.60
	 	Hotel Tower Life Safety Plan Level 4-11	 	 	11/12/2010	 
	TLS0.70
	 	Hotel Tower Life Safety Plan Level 11.5	 	 	11/12/2010	 

 

39 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	TLS0.80
	 	Hotel Tower Life Safety Plan Level 12	 	 	11/12/2010	 
	TS7.14
	 	Pile Cap Details	 	 	11/12/2010	 
	 
	 	 	 	 	 	 
	Naval	 	 	 	 
	A0.20
	 	Drawing Index	 	 	11/12/2010	 
	A0.50
	 	Wall Types	 	 	11/12/2010	 
	A4.52
	 	Bathroom Section & Ceiling Section	 	 	11/12/2010	 
	NA-A45
	 	Cover Sheet	 	 	11/12/2010	 
	NA-E11
	 	Electrical One Line Diagram	 	 	1/11/2011	 
	NA-E28
	 	Raised Grating Lighting Plan	 	 	1/11/2011	 
	NA-F30
	 	Temporary Mooring Plan	 	 	1/11/2011	 
	NA-F31
	 	Infill Structure Procedure	 	 	1/11/2011	 
	NA-H11.0
	 	Ventilation System Diagram for Vessel Support Room	 	 	1/11/2011	 
	NA-H11.1
	 	Ventilation System Diagram for Vessel Support Room	 	 	1/11/2011	 
	NA-M11.0
	 	Vessel Support Room Machinery Arrangement Plan	 	 	1/11/2011	 
	NA-M11.1
	 	Vessel Support Room Machinery Arrangement Plan	 	 	1/11/2011	 
	NA-M57.0
	 	Paddlewheel Drive System Details	 	 	1/11/2011	 
	NA-M57.1
	 	Paddlewheel Drive System Details	 	 	1/11/2011	 
	NA-P10.0
	 	Bilge, Ballast, and Fireman Piping Diagram	 	 	1/11/2011	 
	NA-P10.1
	 	Bilge, Ballast, and Fireman Piping Diagram	 	 	1/11/2011	 
	NA-P75.0
	 	Generator Exhaust Piping Arrangement	 	 	1/11/2011	 
	NA-P75.1
	 	Generator Exhaust Piping Arrangement	 	 	1/11/2011	 
	NA-S42
	 	Celldeck Arrangement & Details	 	 	11/12/2010	 
	NA-S42.0
	 	Celldeck Arrangement & Details	 	 	1/11/2011	 
	NA-S42.1
	 	Celldeck Arrangement & Details	 	 	1/11/2011	 
	NA-S51.0
	 	Miscellaneous Tank Foundations	 	 	1/11/2011	 
	NA-S51.1
	 	Miscellaneous Tank Foundations	 	 	1/11/2011	 
	NA-S52.0
	 	Vessel Support Room Foundations	 	 	1/11/2011	 
	NA-S52.1
	 	Vessel Support Room Foundations	 	 	1/11/2011	 
	NA-S65.0
	 	Elevator Pits and Details	 	 	1/11/2011	 
	NA-S65.1
	 	Elevator Pits and Details	 	 	1/11/2011	 
	NA-S84
	 	Mooring Padeye Installation and Details	 	 	1/11/2011	 
	 
	 	 	 	 	 	 
	General Information	 	 	 	 
	0.1
	 	Drawing Index-Volume 1-General Info	 	 	11/12/2010	 
	0.11
	 	Drawing Index-Volume 2- Site	 	 	11/12/2010	 
	0.12
	 	Drawing Index-Volume 3- Bridge	 	 	11/12/2010	 
	0.13
	 	Drawing Index-Volume 4- Support Facility	 	 	11/12/2010	 
	0.14
	 	Drawing Index-Volume 5- Garage	 	 	11/12/2010	 
	0.15
	 	Drawing Index-Volume 6- Lowrise	 	 	11/12/2010	 
	0.16
	 	Drawing Index-Volume 6- Lowrise	 	 	11/12/2010	 
	0.17
	 	Drawing Index-Volume 7- Tower	 	 	11/12/2010	 
	0.18
	 	Drawing Index-Volume 7- Tower	 	 	11/12/2010	 
	0.2
	 	Information	 	 	11/12/2010	 
	0.3
	 	Overall Architectural Key Plan	 	 	11/12/2010	 
	A0.10
	 	ADA	 	 	11/12/2010	 
	A0.20
	 	Wall Types	 	 	11/12/2010	 
	A0.21
	 	Wall Types	 	 	11/12/2010	 

 

40 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	E0.10
	 	Symbol List	 	 	11/12/2010	 
	E0.11
	 	Standard Details Grounding Methods	 	 	11/12/2010	 
	FLS2.10
	 	Support Facility Life Safety Plan	 	 	11/12/2010	 
	FLS2.20
	 	Support Facility Life Safety Plan	 	 	11/12/2010	 
	GLS0.10
	 	Parking Garage Life Safety Plan Level 1	 	 	11/12/2010	 
	GLS0.20
	 	Parking Garage Life Safety Plan Level 2	 	 	11/12/2010	 
	GLS0.30
	 	Parking Garage Life Safety Plan Level 3	 	 	11/12/2010	 
	GLS0.40
	 	Parking Garage Life Safety Plan Level 4	 	 	11/12/2010	 
	ID0.01
	 	General Notes	 	 	11/12/2010	 
	LD0.01
	 	Legends and Notes	 	 	11/12/2010	 
	LD0.02
	 	Notes	 	 	11/12/2010	 
	LLS0.00
	 	Catwalk Life Safety Plan	 	 	11/12/2010	 
	LLS0.10
	 	Level 53′ Life Safety Plan	 	 	11/12/2010	 
	LLS0.20
	 	Level 77′ Life Safety Plan	 	 	11/12/2010	 
	M0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	11/12/2010	 
	M0.20
	 	Mechanical Details	 	 	11/12/2010	 
	M0.21
	 	Mechanical Details	 	 	11/12/2010	 
	M0.22
	 	Mechanical Details	 	 	11/12/2010	 
	M0.23
	 	Mechanical Details	 	 	11/12/2010	 
	P0.10
	 	General Notes, Abbreviations, and Symbol List	 	 	11/12/2010	 
	P0.20
	 	Plumbing Details	 	 	11/12/2010	 
	P0.21
	 	Plumbing Details	 	 	11/12/2010	 
	TLS0.10
	 	Hotel Tower Life Safety Plan Level 0 (Service)	 	 	11/12/2010	 
	TLS0.20
	 	Hotel Tower Life Safety Plan Level 1 (Casino)	 	 	11/12/2010	 
	TLS0.30
	 	Hotel Tower Life Safety Plan Level 1.5	 	 	11/12/2010	 
	TLS0.40
	 	Hotel Tower Life Safety Plan Level 2	 	 	11/12/2010	 
	TLS0.50
	 	Hotel Tower Life Safety Plan Level 3	 	 	11/12/2010	 
	TLS0.60
	 	Hotel Tower Life Safety Plan Level 4-11	 	 	11/12/2010	 
	TLS0.70
	 	Hotel Tower Life Safety Plan Level 11.5	 	 	11/12/2010	 
	TLS0.80
	 	Hotel Tower Life Safety Plan Level 12	 	 	11/12/2010	 
	 
	 	 	 	 	 	 
	Specifications	 	 	 	 
	01 90 00
	 	Design Criteria for Cladding	 	 	1/28/2011	 
	03 49 00
	 	Glass-Fiber Reinforced Concrete (GFRC)	 	 	1/28/2011	 
	05 40 00
	 	Cold Formed Steel Stud Framing	 	 	1/28/2011	 
	07 11 13
	 	Damproofing	 	 	1/28/2011	 
	07 24 19
	 	Drainable Exterior Insulation and Finish Systems (EIFS)	 	 	1/28/2011	 
	07 42 00
	 	Metal Wall Panels	 	 	1/28/2011	 
	07 43 00
	 	Aluminum Composite Material (ACM) Panel System	 	 	1/28/2011	 
	07 61 00
	 	Sheet Metal Roofing	 	 	1/28/2011	 
	07 92 10
	 	Exterior Joint Sealants	 	 	1/28/2011	 
	08 80 10
	 	Exterior Glazing	 	 	1/28/2011	 
	08 91 00
	 	Louvers	 	 	1/28/2011	 
	10 71 13
	 	Exterior Sun Control Devices	 	 	1/28/2011	 
	00 00 02
	 	Architectural Certification	 	 	1/18/2011	 
	00 00 03
	 	Civil Certification	 	 	1/18/2011	 
	00 00 04
	 	Structural/Civil Certification	 	 	1/18/2011	 
	00 00 05
	 	Mechanical Certification	 	 	1/18/2011	 

 

41 of 54

 

EXHIBIT  “E”

	 	 	 	 	 	 	 

	00 00 06
	 	Electrical Certification	 	 	1/18/2011	 
	00 00 07
	 	Landscape Certification	 	 	1/18/2011	 
	00 63 13
	 	Request for Intepretaion Form	 	 	1/18/2011	 
	00 63 25
	 	Substitution Request (After award of the Contract)	 	 	1/18/2011	 
	01 09 00
	 	Design Criteria for Cladding	 	 	1/18/2011	 
	01 11 00
	 	Summary of Work	 	 	1/18/2011	 
	01 26 00
	 	Contract Modification Procedures	 	 	1/18/2011	 
	01 26 13
	 	Contractors Request for Information/Interpretation	 	 	1/18/2011	 
	01 31 10
	 	Project Management and Coordination	 	 	1/18/2011	 
	01 32 33
	 	Photographis Documentation	 	 	1/18/2011	 
	01 32 50
	 	Electronic Media Release	 	 	1/18/2011	 
	01 33 00
	 	Sumbmittal Procedures	 	 	1/18/2011	 
	01 42 00
	 	References	 	 	1/18/2011	 
	01 45 00
	 	Quality Control	 	 	1/18/2011	 
	01 50 00
	 	Construction Facilities and Temporary Controls	 	 	1/18/2011	 
	01 60 00
	 	Product Requirements	 	 	1/18/2011	 
	01 73 00
	 	Execution Requirements	 	 	1/18/2011	 
	01 73 29
	 	Cutting and Patching	 	 	1/18/2011	 
	01 77 00
	 	Contract Closeout	 	 	1/18/2011	 
	03 05 05
	 	Fly Ash	 	 	1/18/2011	 
	03 10 00
	 	Concrete Formwork	 	 	1/18/2011	 
	03 20 00
	 	Concrete Reinforcement	 	 	1/18/2011	 
	03 30 00
	 	Cast-In-Place Concrete	 	 	1/18/2011	 
	03 38 00
	 	Post Tensioned Concrete	 	 	1/18/2011	 
	03 41 00
	 	Structural prescast Concrete - Plant Cast	 	 	1/18/2011	 
	04 01 20.52
	 	Unit Masonry Cleaning	 	 	1/18/2011	 
	04 05 15
	 	Mortar and Masonry Grout	 	 	1/18/2011	 
	04 05 26
	 	CMU Integral Water Repellent	 	 	1/18/2011	 
	04 22 00
	 	Concrete Masonry Units	 	 	1/18/2011	 
	05 10 00
	 	Structural Steel Framing	 	 	1/18/2011	 
	05 21 19
	 	Open-Web Steel Joists	 	 	1/18/2011	 
	05 31 00
	 	Steel Deck	 	 	1/18/2011	 
	05 36 00
	 	Steel Composite Deck	 	 	1/18/2011	 
	05 40 00
	 	Cold Formed Steel Stud Framing	 	 	1/18/2011	 
	05 41 00
	 	Structural Metal Stud Framing	 	 	1/18/2011	 
	05 50 00
	 	Metal Fabrications	 	 	1/18/2011	 
	05 51 00
	 	Metal Stairs	 	 	1/18/2011	 
	05 52 00
	 	Metal Railings	 	 	1/18/2011	 
	06 10 53
	 	Miscellaneous Carpentry	 	 	1/18/2011	 
	07 11 30
	 	Damproofing	 	 	1/18/2011	 
	07 14 13
	 	Hot Fluid Applied Rubberized Asphalt Waterproofing	 	 	1/18/2011	 
	07 19 00
	 	Water Repellents	 	 	1/18/2011	 
	07 21 00
	 	Building Insulation	 	 	1/18/2011	 
	07 22 80
	 	Roof and Deck Insulation	 	 	1/18/2011	 
	07 24 10
	 	Exterior Insulation and Finish System	 	 	1/18/2011	 
	07 54 23
	 	Thermoplastic Roof System	 	 	1/18/2011	 
	07 61 00
	 	Sheet Metal Roofing	 	 	1/18/2011	 
	07 62 00
	 	Flashing and Sheet Metal	 	 	1/18/2011	 

 

42 of 54

 

EXHIBIT  “E”

	 	 	 	 	 	 	 

	07 72 00
	 	Roof Accessories	 	 	1/18/2011	 
	07 81 00
	 	Spray-Applied Fire Resistive Materials	 	 	1/18/2011	 
	07 84 00
	 	Fire Stopping	 	 	1/18/2011	 
	07 92 00
	 	Joint Sealers	 	 	1/18/2011	 
	07 92 19
	 	Acoustical Sealants	 	 	1/18/2011	 
	08 11 13
	 	Steel Doors and Frames	 	 	1/18/2011	 
	08 31 13
	 	Access Doors and Frames	 	 	1/18/2011	 
	08 33 00
	 	Coiling Doors and Grilles	 	 	1/18/2011	 
	08 71 00
	 	Door Hardware	 	 	1/18/2011	 
	08 81 00
	 	Exterior Glazing	 	 	1/18/2011	 
	08 83 00
	 	Mirrors	 	 	1/18/2011	 
	08 91 00
	 	Louvers	 	 	1/18/2011	 
	08 92 00
	 	Louvered Roof Top Equipment Screens	 	 	1/18/2011	 
	09 21 16.23
	 	Gypsum Board Shaft Wall Assemblies	 	 	1/18/2011	 
	09 22 16
	 	Non-Structural Metal Framing	 	 	1/18/2011	 
	09 29 00
	 	Gypsum Board	 	 	1/18/2011	 
	09 29 13
	 	Exterior Gypsum Sheathing	 	 	1/18/2011	 
	09 30 00
	 	Tile	 	 	1/18/2011	 
	09 30 33
	 	Natural Stone Tile	 	 	1/18/2011	 
	09 61 13
	 	Slip Resistant Floor Treatment	 	 	1/18/2011	 
	09 65 19
	 	Resiliant Tile Flooring	 	 	1/18/2011	 
	09 67 23
	 	Resinous Flooring	 	 	1/18/2011	 
	09 68 00
	 	Carpet	 	 	1/18/2011	 
	09 68 13
	 	Carpet Tile	 	 	1/18/2011	 
	09 69 00
	 	Access Flooring	 	 	1/18/2011	 
	09 72 00
	 	Wall Coverings	 	 	1/18/2011	 
	09 77 33
	 	FRP Wall Panels	 	 	1/18/2011	 
	09 81 00
	 	Acoustical Insulation	 	 	1/18/2011	 
	09 91 00
	 	Painting	 	 	1/18/2011	 
	09 91 10
	 	Coating for Steel Piles	 	 	1/18/2011	 
	10 21 13
	 	Metal Toilet Compartments	 	 	1/18/2011	 
	10 21 14
	 	Plastic Laminate Toilet Compartments	 	 	1/18/2011	 
	10 51 00
	 	Lockers	 	 	1/18/2011	 
	11 24 23
	 	Window Washing Systems	 	 	1/18/2011	 
	11 40 00
	 	Food Service	 	 	1/18/2011	 
	13 15 00
	 	Water Feature Construction	 	 	1/18/2011	 
	13 34 19
	 	Metal Building Systems	 	 	1/18/2011	 
	14 20 00
	 	Vertical Transportation – Elevators	 	 	1/18/2011	 
	14 31 00
	 	Escalators	 	 	1/18/2011	 
	21 05 13
	 	Mortor Requirements for Fire Suppression Equipment	 	 	1/18/2011	 
	21 12 00
	 	Fire-Suppression Standpipes	 	 	1/18/2011	 
	21 13 13
	 	Wet-Pipe Sprinkler Systems	 	 	1/18/2011	 
	21 13 16
	 	Dry-Pipe Sprinkler Systems	 	 	1/18/2011	 
	21 22 00
	 	Clean-Agent Fire-Extinguishing Systems	 	 	1/18/2011	 
	21 31 16
	 	Diesel-Drive, Centrifigal Pumps	 	 	1/18/2011	 
	21 34 00
	 	Pressure Maintenance Pumps	 	 	1/18/2011	 
	21 39 00
	 	Controllers for Fire Pump Drivers	 	 	1/18/2011	 
	22 05 13
	 	Common Motor Requirements for Plumbing Equipment	 	 	1/18/2011	 

 

43 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	22 05 16
	 	Expansion Fittings and Loops for Plumbing Piping	 	 	1/18/2011	 
	22 05 17
	 	Sleeves and Sleeve Seals for Plumbing Piping	 	 	1/18/2011	 
	22 05 18
	 	Excutcheons for Plumbing Piping	 	 	1/18/2011	 
	22 05 19
	 	Meters and Gages for Plumbing Piping	 	 	1/18/2011	 
	22 05 23
	 	General-Duty Valves for Plumbing piping	 	 	1/18/2011	 
	22 05 29
	 	Hangers and Supports for Plumbing Piping and Equipment	 	 	1/18/2011	 
	22 05 33
	 	Heat Tracing for Plumbing Piping	 	 	1/18/2011	 
	22 05 53
	 	Identification for Plumbing Piping and Equipment	 	 	1/18/2011	 
	22 07 16
	 	Plumbing Equipment Insulation	 	 	1/18/2011	 
	22 07 19
	 	Plumbing Piping Insulation	 	 	1/18/2011	 
	22 11 16
	 	Domestic Water Piping	 	 	1/18/2011	 
	22 11 19
	 	Domestic Water Piping Specialties	 	 	1/18/2011	 
	22 11 23
	 	Domestic Water Pumps	 	 	1/18/2011	 
	22 11 23.13
	 	Domestic-Water Packaged Booster Pumps	 	 	1/18/2011	 
	22 12 23
	 	Facility Indoor Potable Water Storage Tanks	 	 	1/18/2011	 
	22 13 16
	 	Sanitary Waste and vent Piping	 	 	1/18/2011	 
	22 13 19
	 	Sanitary Waste Piping Specialties	 	 	1/18/2011	 
	22 13 23
	 	Sanitary Waste Interceptors	 	 	1/18/2011	 
	22 13 29
	 	Sanitay Sewage Pumps	 	 	1/18/2011	 
	22 13 53
	 	Facility Septic Tanks	 	 	1/18/2011	 
	22 14 13
	 	Facility Storm Drainage Piping	 	 	1/18/2011	 
	22 14 23
	 	Storm Drainage Piping Specialties	 	 	1/18/2011	 
	22 14 29
	 	Sump Pumps	 	 	1/18/2011	 
	22 31 00
	 	Domestic Water Softeners	 	 	1/18/2011	 
	22 35 00
	 	Domestic-Water Heat Exchangers	 	 	1/18/2011	 
	22 40 00
	 	Plumbing Fixtures	 	 	1/18/2011	 
	23 05 13
	 	Common Motor Requirements For HVAC Equipment	 	 	1/18/2011	 
	23 05 16
	 	Expansion Fittings and Loops for HVAC Piping	 	 	1/18/2011	 
	23 05 19
	 	Meters and Gages for HVAC Piping	 	 	1/18/2011	 
	23 05 23
	 	General-Duty Valves for HVAC Piping	 	 	1/18/2011	 
	23 05 29
	 	Hangers and Supports for HVAC Piping and Equipment	 	 	1/18/2011	 
	23 05 53
	 	Identification for HVAC Piping and Equipment	 	 	1/18/2011	 
	23 05 93
	 	Testing, Adjusting, and Balancing for HVAC	 	 	1/18/2011	 
	23 07 13
	 	Duct Insulation	 	 	1/18/2011	 
	23 07 16
	 	HVAC Equipment Insulation	 	 	1/18/2011	 
	23 07 19
	 	HVAC Piping Insulation	 	 	1/18/2011	 
	23 09 00
	 	Instrumentation and Control for HVAC	 	 	1/18/2011	 
	23 11 23
	 	Facility Natural-Gas Piping	 	 	1/18/2011	 
	23 21 13
	 	Hydronic Piping	 	 	1/18/2011	 
	23 21 13.13
	 	Underground Hydronic Piping	 	 	1/18/2011	 
	23 21 23
	 	Hydronic Pumps	 	 	1/18/2011	 
	23 23 00
	 	Refrigerant Piping	 	 	1/18/2011	 
	23 25 00
	 	HVAC Water Treatment	 	 	1/18/2011	 
	23 31 13
	 	Metal Ducts	 	 	1/18/2011	 
	23 33 00
	 	Air Duct Accessories	 	 	1/18/2011	 
	23 34 23
	 	HVAC Power Ventilators	 	 	1/18/2011	 
	23 36 00
	 	Air Terminal Units	 	 	1/18/2011	 
	23 37 13
	 	Diffusers, Registers, and Grilles	 	 	1/18/2011	 

 

44 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	23 41 00
	 	Particulate Air Filtration	 	 	1/18/2011	 
	23 52 33
	 	Water-Tube Boilers	 	 	1/18/2011	 
	23 64 16
	 	Centrifugal Water Chillers	 	 	1/18/2011	 
	23 65 00
	 	Cooling Towers	 	 	1/18/2011	 
	23 72 00
	 	Air-To-Air Energy Recovery Equipment	 	 	1/18/2011	 
	23 73 13
	 	Modular Indoor Central-Station Air Handling Units	 	 	1/18/2011	 
	23 74 13
	 	Custom Air Handling Units	 	 	1/18/2011	 
	23 81 23
	 	Computer-Room Air-Conditioners	 	 	1/18/2011	 
	23 81 26
	 	Split-System Air-Conditioners	 	 	1/18/2011	 
	23 82 19
	 	Fan Coil Units	 	 	1/18/2011	 
	23 82 39
	 	Unit Heaters	 	 	1/18/2011	 
	26 05 00
	 	Common Work Results for Electrical	 	 	1/18/2011	 
	26 05 19
	 	Low-Voltage Electrical Power Conductors and Cables	 	 	1/18/2011	 
	26 05 26
	 	Grounding and Bonding for Electrical Systems	 	 	1/18/2011	 
	26 05 29
	 	Hangers and Supports for Electrical Systems	 	 	1/18/2011	 
	26 05 33
	 	Raceway and Boxes for Electrical Systems	 	 	1/18/2011	 
	26 05 36
	 	Cable Trays for Electrical Systems	 	 	1/18/2011	 
	26 05 39
	 	Under Floor Raceways for Electrical Systems	 	 	1/18/2011	 
	26 05 43
	 	Underground Ducts and Raceways for Electrical Systems	 	 	1/18/2011	 
	26 05 53
	 	Identification for Electrical Systems	 	 	1/18/2011	 
	26 05 73
	 	Overcurrent Protective Device Coordination Study	 	 	1/18/2011	 
	26 09 23
	 	Lighting Control Devices	 	 	1/18/2011	 
	26 09 33
	 	Central Dimming Controls	 	 	1/18/2011	 
	26 09 43
	 	Network Lighting Controls	 	 	1/18/2011	 
	26 22 00
	 	Low-Voltage Transformers	 	 	1/18/2011	 
	26 24 13
	 	Switchboards	 	 	1/18/2011	 
	26 24 16
	 	Panelboards	 	 	1/18/2011	 
	26 27 26
	 	Wiring Devices	 	 	1/18/2011	 
	26 28 13
	 	Fuses	 	 	1/18/2011	 
	26 28 16
	 	Enclosed Switches and Circuit Breakers	 	 	1/18/2011	 
	26 29 13
	 	Enclosed Controllers	 	 	1/18/2011	 
	26 29 23
	 	Variable-Frequency Motor Controllers	 	 	1/18/2011	 
	26 32 13
	 	Engine Generators	 	 	1/18/2011	 
	26 33 53
	 	Static Uninterruptible Power Supply	 	 	1/18/2011	 
	26 36 00
	 	Transfer Switches	 	 	1/18/2011	 
	26 41 13
	 	Lightning Protection for Structures	 	 	1/18/2011	 
	26 43 13
	 	Transient-Voltage Suppression for Low-Voltage Electrical Power Circuits	 	 	1/18/2011	 
	26 51 00
	 	Interior Lighting	 	 	1/18/2011	 
	26 56 00
	 	Exterior Lighting	 	 	1/18/2011	 
	27 05 28
	 	Pathways for Communication Systems	 	 	1/18/2011	 
	27 05 36
	 	Cable Trays for Communication Systems	 	 	1/18/2011	 
	27 05 44
	 	Sleeves and Sleeve Seals for Communication Pathways and Cabling	 	 	1/18/2011	 
	27 11 00
	 	Communications Equipment Room Fittings	 	 	1/18/2011	 
	27 13 00
	 	Communications Backbone Cabling	 	 	1/18/2011	 
	27 15 00
	 	Communications Horizontal Cabling	 	 	1/18/2011	 
	27 41 33
	 	Master Antenna Television System - Hotel	 	 	1/18/2011	 
	28 05 13
	 	Conductors and Cables for Electronic Safety and Security	 	 	1/18/2011	 
	28 05 28
	 	Pathways for Electronic Safety and Security	 	 	1/18/2011	 

 

45 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	28 05 44
	 	Sleeve and Sleeve Seals for Electronic Safety and Security Pathways and Ca	 	 	1/18/2011	 
	28 13 00
	 	Access Control	 	 	1/18/2011	 
	28 16 00
	 	Intrusion Detection	 	 	1/18/2011	 
	28 23 00
	 	Video Surveillance	 	 	1/18/2011	 
	28 31 11
	 	Digital, Addressable Fire Alarm System	 	 	1/18/2011	 
	31 10 00
	 	Site Clearing	 	 	1/18/2011	 
	31 10 05
	 	Stormwater Pollution Prevention	 	 	1/18/2011	 
	31 20 00
	 	Earthwork – Dry Side	 	 	1/18/2011	 
	31 62 23-13
	 	Concrete Filled Steel Pipe Piles	 	 	1/18/2011	 
	31 63 16
	 	Augered Cast-In-Place Piles	 	 	1/18/2011	 
	32 12 16
	 	Hot-Mix Asphalt Paving	 	 	1/18/2011	 
	32 84 00
	 	Planting Irrigation	 	 	1/18/2011	 
	32 92 00
	 	Lawns & Grasses	 	 	1/18/2011	 
	32 93 00
	 	Turf Grasses Plants	 	 	1/18/2011	 
	33 44 16
	 	Trench Drains	 	 	1/18/2011	 
	31 10 00
	 	Site Clearing	 	 	1/14/2011	 
	31 10 05
	 	Stormwater Pollution Prevention	 	 	1/14/2011	 
	31 20 00
	 	Earthwork – Dry Side	 	 	1/14/2011	 
	32 12 16
	 	Hot-Mix Asphalt Paving	 	 	1/14/2011	 
	32 92 00
	 	Lawns & Grasses	 	 	1/14/2011	 
	00 00 02
	 	Architectural Certification	 	 	12/21/2010	 
	00 00 03
	 	Civil Certification	 	 	12/21/2010	 
	00 00 04
	 	Structural/Civil Certification	 	 	12/21/2010	 
	00 00 05
	 	Mechanical Certification	 	 	12/21/2010	 
	00 00 06
	 	Electrical Certification	 	 	12/21/2010	 
	00 00 07
	 	Landscape Certification	 	 	12/21/2010	 
	00 63 13
	 	Request for Intepretaion Form	 	 	12/21/2010	 
	00 63 25
	 	Substitution Request (After award of the Contract)	 	 	12/21/2010	 
	01 11 00
	 	Summary of Work	 	 	12/21/2010	 
	01 26 00
	 	Contract Modification Procedures	 	 	12/21/2010	 
	01 26 13
	 	Contractors Request for Information/Interpretation	 	 	12/21/2010	 
	01 31 10
	 	Project Management and Coordination	 	 	12/21/2010	 
	01 32 33
	 	Photographis Documentation	 	 	12/21/2010	 
	01 32 50
	 	Electronic Media Release	 	 	12/21/2010	 
	01 33 00
	 	Sumbmittal Procedures	 	 	12/21/2010	 
	01 42 00
	 	References	 	 	12/21/2010	 
	01 45 00
	 	Quality Control	 	 	12/21/2010	 
	01 50 00
	 	Construction Facilities and Temporary Controls	 	 	12/21/2010	 
	01 60 00
	 	Product Requirements	 	 	12/21/2010	 
	01 73 00
	 	Execution Requirements	 	 	12/21/2010	 
	01 73 29
	 	Cutting and Patching	 	 	12/21/2010	 
	01 77 00
	 	Contract Closeout	 	 	12/21/2010	 
	03 05 05
	 	Fly Ash	 	 	12/21/2010	 
	03 10 00
	 	Concrete Formwork	 	 	12/21/2010	 
	03 20 00
	 	Concrete Reinforcement	 	 	12/21/2010	 
	03 30 00
	 	Cast-In-Place Concrete	 	 	12/21/2010	 
	03 38 00
	 	Post Tensioned Concrete	 	 	12/21/2010	 
	03 49 00
	 	Glass-Fiber Reinforced Concrete (GFRC)	 	 	12/21/2010	 

 

46 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	04 01 20.52
	 	Unit Masonry Cleaning	 	 	12/21/2010	 
	04 05 15
	 	Mortar and Masonry Grout	 	 	12/21/2010	 
	04 05 26
	 	CMU Integral Water Repellent	 	 	12/21/2010	 
	04 22 00
	 	Concrete Masonry Units	 	 	12/21/2010	 
	05 10 00
	 	Structural Steel Framing	 	 	12/21/2010	 
	05 21 19
	 	Open-Web Steel Joists	 	 	12/21/2010	 
	05 31 00
	 	Steel Deck	 	 	12/21/2010	 
	05 36 00
	 	Steel Composite Deck	 	 	12/21/2010	 
	05 41 00
	 	Structural Metal Stud Framing	 	 	12/21/2010	 
	05 50 00
	 	Metal Fabrications	 	 	12/21/2010	 
	05 51 00
	 	Metal Stairs	 	 	12/21/2010	 
	05 52 00
	 	Metal Railings	 	 	12/21/2010	 
	05 70 00
	 	Decorative Metal	 	 	12/21/2010	 
	05 73 00
	 	Decorative Railings	 	 	12/21/2010	 
	06 10 53
	 	Miscellaneous Carpentry	 	 	12/21/2010	 
	06 20 00
	 	Finish Carpentry	 	 	12/21/2010	 
	06 40 00
	 	Architectural Woodwork	 	 	12/21/2010	 
	06 61 16
	 	Solid Surfacing Fabrications	 	 	12/21/2010	 
	06 64 13
	 	Polymer Resin Decorative Panels	 	 	12/21/2010	 
	06 82 00
	 	Glass-Fiber Reinforced Plastic Fabrications	 	 	12/21/2010	 
	07 14 13
	 	Hot Fluid Applied Rubberized Asphalt Waterproofing	 	 	12/21/2010	 
	07 18 00
	 	Traffic Coating	 	 	12/21/2010	 
	07 19 00
	 	Water Repellents	 	 	12/21/2010	 
	07 21 00
	 	Building Insulation	 	 	12/21/2010	 
	07 22 80
	 	Roof and Deck Insulation	 	 	12/21/2010	 
	07 24 10
	 	Exterior Insulation and Finish System	 	 	12/21/2010	 
	07 54 23
	 	Thermoplastic Roof System	 	 	12/21/2010	 
	07 61 00
	 	Sheet Metal Roofing	 	 	12/21/2010	 
	07 62 00
	 	Flashing and Sheet Metal	 	 	12/21/2010	 
	07 72 00
	 	Roof Accessories	 	 	12/21/2010	 
	07 81 00
	 	Spray-Applied Fire Resistive Materials	 	 	12/21/2010	 
	07 84 00
	 	Fire Stopping	 	 	12/21/2010	 
	07 92 00
	 	Joint Sealers	 	 	12/21/2010	 
	07 92 13
	 	Exterior Joint Sealants	 	 	12/21/2010	 
	07 92 19
	 	Acoustical Sealants	 	 	12/21/2010	 
	07 95 13
	 	Expansion Joint Cover Assemblies	 	 	12/21/2010	 
	08 11 13
	 	Steel Doors and Frames	 	 	12/21/2010	 
	08 14 00
	 	Wood Dorrs	 	 	12/21/2010	 
	08 31 13
	 	Access Doors and Frames	 	 	12/21/2010	 
	08 33 00
	 	Coiling Doors and Grilles	 	 	12/21/2010	 
	08 42 29.33
	 	Low-Energy Swing Entrance Automatic Door Operators	 	 	12/21/2010	 
	08 71 00
	 	Door Hardware	 	 	12/21/2010	 
	08 80 00
	 	Exterior Glass and Glazing	 	 	12/21/2010	 
	08 80 13
	 	Interior Glazing	 	 	12/21/2010	 
	08 83 00
	 	Mirrors	 	 	12/21/2010	 
	08 91 00
	 	Louvers	 	 	12/21/2010	 
	08 92 00
	 	Louvered Roof Top Equipment Screens	 	 	12/21/2010	 
	09 02 00
	 	Portland Cement Plaster	 	 	12/21/2010	 

 

47 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	09 21 16.23
	 	Gypsum Board Shaft Wall Assemblies	 	 	12/21/2010	 
	09 22 16
	 	Non-Structural Metal Framing	 	 	12/21/2010	 
	09 24 00
	 	Portland Cement Plaster	 	 	12/21/2010	 
	09 27 13
	 	Glass Fiber Reinforced Gypsum (GFRG)	 	 	12/21/2010	 
	09 29 00
	 	Gypsum Board	 	 	12/21/2010	 
	09 29 13
	 	Exterior Gypsum Sheathing	 	 	12/21/2010	 
	09 30 00
	 	Tile	 	 	12/21/2010	 
	09 30 33
	 	Natural Stone Tile	 	 	12/21/2010	 
	09 51 00
	 	Acoustical and Specialty Ceilings	 	 	12/21/2010	 
	09 56 19
	 	Sprayed Textured Ceiling	 	 	12/21/2010	 
	09 61 13
	 	Slip Resistant Floor Treatment	 	 	12/21/2010	 
	09 64 31
	 	Wood Flooring	 	 	12/21/2010	 
	09 65 19
	 	Resiliant Tile Flooring	 	 	12/21/2010	 
	09 67 23
	 	Resinous Flooring	 	 	12/21/2010	 
	09 68 00
	 	Carpet	 	 	12/21/2010	 
	09 68 13
	 	Carpet Tile	 	 	12/21/2010	 
	09 69 00
	 	Access Flooring	 	 	12/21/2010	 
	09 72 00
	 	Wall Coverings	 	 	12/21/2010	 
	09 75 00
	 	Interior Stone Facings	 	 	12/21/2010	 
	09 77 33
	 	FRP Wall Panels	 	 	12/21/2010	 
	09 81 00
	 	Acoustical Insulation	 	 	12/21/2010	 
	09 91 00
	 	Painting	 	 	12/21/2010	 
	09 91 10
	 	Coating for Steel Piles	 	 	12/21/2010	 
	10 14 00
	 	Signage	 	 	12/21/2010	 
	10 14 53
	 	Traffic Control Signage	 	 	12/21/2010	 
	10 21 13
	 	Metal Toilet Compartments	 	 	12/21/2010	 
	10 21 14
	 	Plastic Laminate Toilet Compartments	 	 	12/21/2010	 
	10 22 26
	 	Operable Partitions	 	 	12/21/2010	 
	10 26 00
	 	Wall Protection	 	 	12/21/2010	 
	10 28 13
	 	Toilet and Bath Accessories	 	 	12/21/2010	 
	10 28 19
	 	Glass Shower Enclosures	 	 	12/21/2010	 
	10 44 00
	 	Fire Protection Specialties	 	 	12/21/2010	 
	10 51 00
	 	Lockers	 	 	12/21/2010	 
	10 73 13
	 	Fabric Awnings	 	 	12/21/2010	 
	11 13 00
	 	Loading Dock Equipment	 	 	12/21/2010	 
	11 24 23
	 	Window Washing Systems	 	 	12/21/2010	 
	12 36 40
	 	Stone Countertops	 	 	12/21/2010	 
	12 48 23
	 	Entrance Foot Grids	 	 	12/21/2010	 
	13 15 00
	 	Water Feature Construction	 	 	12/21/2010	 
	13 34 19
	 	Metal Building Systems	 	 	12/21/2010	 
	14 20 00
	 	Vertical Transportation - Elevators	 	 	12/21/2010	 
	14 31 00
	 	Escalators	 	 	12/21/2010	 
	14 91 33
	 	Linen Chutes	 	 	12/21/2010	 
	21 13 13
	 	Wet-Pipe Sprinkler Systems	 	 	12/21/2010	 
	21 31 16
	 	Diesel-Drive, Centrifigal Pumps	 	 	12/21/2010	 
	21 34 00
	 	Pressure Maintenance Pumps	 	 	12/21/2010	 
	22 05 13
	 	Common Motor Requirements for Plumbing Equipment	 	 	12/21/2010	 
	22 05 16
	 	Expansion Fittings and Loops for Plumbing Piping	 	 	12/21/2010	 

 

48 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	22 05 17
	 	Sleeves and Sleeve Seals for Plumbing Piping	 	 	12/21/2010	 
	22 05 18
	 	Excutcheons for Plumbing Piping	 	 	12/21/2010	 
	22 05 19
	 	Meters and Gages for Plumbing Piping	 	 	12/21/2010	 
	22 05 23
	 	General-Duty Valves for Plumbing piping	 	 	12/21/2010	 
	22 05 29
	 	Hangers and Supports for Plumbing Piping and Equipment	 	 	12/21/2010	 
	22 05 33
	 	Heat Tracing for Plumbing Piping	 	 	12/21/2010	 
	22 05 53
	 	Identification for Plumbing Piping and Equipment	 	 	12/21/2010	 
	22 07 16
	 	Plumbing Equipment Insulation	 	 	12/21/2010	 
	22 07 19
	 	Plumbing Piping Insulation	 	 	12/21/2010	 
	22 11 16
	 	Domestic Water Piping	 	 	12/21/2010	 
	22 11 19
	 	Domestic Water Piping Specialties	 	 	12/21/2010	 
	22 11 23
	 	Domestic Water Pumps	 	 	12/21/2010	 
	22 11 23.13
	 	Domestic-Water Packaged Booster Pumps	 	 	12/21/2010	 
	22 12 23
	 	Facility Indoor Potable Water Storage Tanks	 	 	12/21/2010	 
	22 13 16
	 	Sanitary Waste and vent Piping	 	 	12/21/2010	 
	22 13 19
	 	Sanitary Waste Piping Specialties	 	 	12/21/2010	 
	22 13 23
	 	Sanitary Waste Interceptors	 	 	12/21/2010	 
	22 13 29
	 	Sanitay Sewage Pumps	 	 	12/21/2010	 
	22 13 53
	 	Facility Septic Tanks	 	 	12/21/2010	 
	22 14 13
	 	Facility Storm Drainage Piping	 	 	12/21/2010	 
	22 14 23
	 	Storm Drainage Piping Specialties	 	 	12/21/2010	 
	22 14 29
	 	Sump Pumps	 	 	12/21/2010	 
	22 31 00
	 	Domestic Water Softeners	 	 	12/21/2010	 
	22 35 00
	 	Domestic-Water Heat Exchangers	 	 	12/21/2010	 
	22 40 00
	 	Plumbing Fixtures	 	 	12/21/2010	 
	23 05 13
	 	Common Motor Requirements For HVAC Equipment	 	 	12/21/2010	 
	23 05 16
	 	Expansion Fittings and Loops for HVAC Piping	 	 	12/21/2010	 
	23 05 19
	 	Meters and Gages for HVAC Piping	 	 	12/21/2010	 
	23 05 23
	 	General-Duty Valves for HVAC Piping	 	 	12/21/2010	 
	23 05 29
	 	Hangers and Supports for HVAC Piping and Equipment	 	 	12/21/2010	 
	23 05 53
	 	Identification for HVAC Piping and Equipment	 	 	12/21/2010	 
	23 05 93
	 	Testing, Adjusting, and Balancing for HVAC	 	 	12/21/2010	 
	23 07 13
	 	Duct Insulation	 	 	12/21/2010	 
	23 07 16
	 	HVAC Equipment Insulation	 	 	12/21/2010	 
	23 07 19
	 	HVAC Piping Insulation	 	 	12/21/2010	 
	23 09 00
	 	Instrumentation and Control for HVAC	 	 	12/21/2010	 
	23 09 93
	 	Sequence of Operations for HVAC Controls	 	 	12/21/2010	 
	23 11 23
	 	Facility Natural-Gas Piping	 	 	12/21/2010	 
	23 21 13
	 	Hydronic Piping	 	 	12/21/2010	 
	23 21 13.13
	 	Underground Hydronic Piping	 	 	12/21/2010	 
	23 21 23
	 	Hydronic Pumps	 	 	12/21/2010	 
	23 23 00
	 	Refrigerant Piping	 	 	12/21/2010	 
	23 25 00
	 	HVAC Water Treatment	 	 	12/21/2010	 
	23 31 13
	 	Metal Ducts	 	 	12/21/2010	 
	23 33 00
	 	Air Duct Accessories	 	 	12/21/2010	 
	23 34 23
	 	HVAC Power Ventilators	 	 	12/21/2010	 
	23 36 00
	 	Air Terminal Units	 	 	12/21/2010	 
	23 37 13
	 	Diffusers, Registers, and Grilles	 	 	12/21/2010	 

 

49 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	23 41 00
	 	Particulate Air Filtration	 	 	12/21/2010	 
	23 52 33
	 	Water-Tube Boilers	 	 	12/21/2010	 
	23 64 16
	 	Centrifugal Water Chillers	 	 	12/21/2010	 
	23 65 00
	 	Cooling Towers	 	 	12/21/2010	 
	23 72 00
	 	Air-To-Air Energy Recovery Equipment	 	 	12/21/2010	 
	23 73 13
	 	Modular Indoor Central-Station Air Handling Units	 	 	12/21/2010	 
	23 74 13
	 	Custom Air Handling Units	 	 	12/21/2010	 
	23 81 23
	 	Computer-Room Air-Conditioners	 	 	12/21/2010	 
	23 81 26
	 	Split-System Air-Conditioners	 	 	12/21/2010	 
	23 82 19
	 	Fan Coil Units	 	 	12/21/2010	 
	23 82 39
	 	Unit Heaters	 	 	12/21/2010	 
	26 05 00
	 	Common Work Results for Electrical	 	 	12/21/2010	 
	26 05 19
	 	Low-Voltage Electrical Power Conductors and Cables	 	 	12/21/2010	 
	26 05 26
	 	Grounding and Bonding for Electrical Systems	 	 	12/21/2010	 
	26 05 29
	 	Hangers and Supports for Electrical Systems	 	 	12/21/2010	 
	26 05 33
	 	Raceway and Boxes for Electrical Systems	 	 	12/21/2010	 
	26 05 36
	 	Cable Trays for Electrical Systems	 	 	12/21/2010	 
	26 05 39
	 	Under Floor Raceways for Electrical Systems	 	 	12/21/2010	 
	26 05 43
	 	Underground Ducts and Raceways for Electrical Systems	 	 	12/21/2010	 
	26 05 53
	 	Identification for Electrical Systems	 	 	12/21/2010	 
	26 05 73
	 	Overcurrent Protective Device Coordination Study	 	 	12/21/2010	 
	26 09 23
	 	Lighting Control Devices	 	 	12/21/2010	 
	26 09 33
	 	Central Dimming Controls	 	 	12/21/2010	 
	26 09 43
	 	Network Lighting Controls	 	 	12/21/2010	 
	26 22 00
	 	Low-Voltage Transformers	 	 	12/21/2010	 
	26 24 13
	 	Switchboards	 	 	12/21/2010	 
	26 24 16
	 	Panelboards	 	 	12/21/2010	 
	26 27 26
	 	Wiring Devices	 	 	12/21/2010	 
	26 28 13
	 	Fuses	 	 	12/21/2010	 
	26 28 16
	 	Enclosed Switches and Circuit Breakers	 	 	12/21/2010	 
	26 29 13
	 	Enclosed Controllers	 	 	12/21/2010	 
	26 29 23
	 	Variable-Frequency Motor Controllers	 	 	12/21/2010	 
	26 32 13
	 	Engine Generators	 	 	12/21/2010	 
	26 33 53
	 	Static Uninterruptible Power Supply	 	 	12/21/2010	 
	26 36 00
	 	Transfer Switches	 	 	12/21/2010	 
	26 41 13
	 	Lightning Protection for Structures	 	 	12/21/2010	 
	26 43 13
	 	Transient-Voltage Suppression for
Low-Voltage Electrical Power Circuits	 	 	12/21/2010	 
	26 51 00
	 	Interior Lighting	 	 	12/21/2010	 
	26 56 00
	 	Exterior Lighting	 	 	12/21/2010	 
	27 05 28
	 	Pathways for Communication Systems	 	 	12/21/2010	 
	27 05 36
	 	Cable Trays for Communication Systems	 	 	12/21/2010	 
	27 05 44
	 	Sleeves and Sleeve Seals for
Communication Pathways and Cabling	 	 	12/21/2010	 
	27 11 00
	 	Communications Equipment Room Fittings	 	 	12/21/2010	 
	27 13 00
	 	Communications Backbone Cabling	 	 	12/21/2010	 
	27 15 00
	 	Communications Horizontal Cabling	 	 	12/21/2010	 
	27 41 00
	 	Audio Video Systems	 	 	12/21/2010	 
	27 41 33
	 	Master Antenna Television System – Hotel	 	 	12/21/2010	 
	28 05 13
	 	Conductors and Cables for Electronic Safety and Security	 	 	12/21/2010	 

 

50 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	28 05 28
	 	Pathways for Electronic Safety and
Security	 	 	12/21/2010	 
	28 05 44
	 	Sleeve and Sleeve Seals for Electronic Safety and Security Pathways and Ca	 	 	12/21/2010	 
	28 13 00
	 	Access Control	 	 	12/21/2010	 
	28 16 00
	 	Intrusion Detection	 	 	12/21/2010	 
	28 23 00
	 	Video Surveillance	 	 	12/21/2010	 
	31 10 00
	 	Site Clearing	 	 	12/21/2010	 
	31 10 05
	 	Storm Water Pollution Prevention	 	 	12/21/2010	 
	31 20 01
	 	Earthwork – Dry Side	 	 	12/21/2010	 
	31 31 00
	 	Soil Treatment	 	 	12/21/2010	 
	31 37 00
	 	Stone Rip-Rap	 	 	12/21/2010	 
	31 62 23-13
	 	Concrete Filled Steel Pipe Piles	 	 	12/21/2010	 
	31 63 16
	 	Augered Cast-In-Place Piles	 	 	12/21/2010	 
	32 12 16
	 	Hot-Mix Asphalt Paving	 	 	12/21/2010	 
	32 13 13
	 	Cement Concrete Pavement	 	 	12/21/2010	 
	32 16 00
	 	Concrete Curbs, Gutters, Sidewalks and Driveways	 	 	12/21/2010	 
	32 17 13
	 	Parking Bumpers	 	 	12/21/2010	 
	32 17 23
	 	Pavement markings	 	 	12/21/2010	 
	32 84 00
	 	Planting Irrigation	 	 	12/21/2010	 
	32 92 00
	 	Lawns and Grasses	 	 	12/21/2010	 
	32 93 00
	 	Turf Grasses Plants	 	 	12/21/2010	 
	33 11 16
	 	Water Distribution	 	 	12/21/2010	 
	33 31 00
	 	Sanitary Utility Sewerage Piping	 	 	12/21/2010	 
	33 41 00
	 	Storm Drainage Piping Specialties	 	 	12/21/2010	 
	33 44 16
	 	Trench Drains	 	 	12/21/2010	 
	04 01 20.52
	 	Unit Masonry Cleaning	 	 	11/12/2010	 
	04 05 26
	 	CMU Integral Water Repellent	 	 	11/12/2010	 
	05 51 00
	 	Metal Stairs	 	 	11/12/2010	 
	05 52 00
	 	Metal Railings	 	 	11/12/2010	 
	06 10 53
	 	Miscellaneous Carpentry	 	 	11/12/2010	 
	07 19 00
	 	Water Repellents	 	 	11/12/2010	 
	07 21 00
	 	Building Insulation	 	 	11/12/2010	 
	07 72 00
	 	Roof Accessories	 	 	11/12/2010	 
	07 81 00
	 	Spray-Applied Fire Resistive Materials	 	 	11/12/2010	 
	07 84 00
	 	Fire Stopping	 	 	11/12/2010	 
	07 92 00
	 	Joint Sealers	 	 	11/12/2010	 
	07 92 19
	 	Acoustical Sealants	 	 	11/12/2010	 
	08 11 13
	 	Steel Doors & Frames	 	 	11/12/2010	 
	08 31 13
	 	Access Doors & Frames	 	 	11/12/2010	 
	08 33 00
	 	Coiling Doors & Grilles	 	 	11/12/2010	 
	08 83 00
	 	Mirrors	 	 	11/12/2010	 
	08 91 00
	 	Louvers	 	 	11/12/2010	 
	09 21 16.23
	 	Gypsum Board Shaft Wall Assemblies	 	 	11/12/2010	 
	09 22 16
	 	Non-Structural Metal Framing	 	 	11/12/2010	 
	09 29 00
	 	Gypsum Board	 	 	11/12/2010	 
	09 29 13
	 	Exterior Gypsum Sheathing	 	 	11/12/2010	 
	09 30 00
	 	Tile	 	 	11/12/2010	 
	09 30 33
	 	Natural Stone Tile	 	 	11/12/2010	 
	09 61 13
	 	Slip Resistant Floor Treatment	 	 	11/12/2010	 

 

51 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	09 65 19
	 	Resilient Tile Flooring	 	 	11/12/2010	 
	09 67 23
	 	Resinous Flooring	 	 	11/12/2010	 
	09 68 00
	 	Carpet	 	 	11/12/2010	 
	09 68 13
	 	Carpet Tile	 	 	11/12/2010	 
	09 69 00
	 	Access Flooring	 	 	11/12/2010	 
	09 72 00
	 	Wall Coverings	 	 	11/12/2010	 
	09 77 33
	 	FRP Wall Panels	 	 	11/12/2010	 
	09 91 00
	 	Painting	 	 	11/12/2010	 
	22 05 13
	 	Common Motor Requirements for Plumbing Equipment	 	 	11/12/2010	 
	22 05 16
	 	Expansion Fittings & Loops for Plumbing Piping	 	 	11/12/2010	 
	22 05 17
	 	Sleeves & Sleeve Seals for Plumbing Piping	 	 	11/12/2010	 
	22 05 18
	 	Escutcheons for Plumbing Piping	 	 	11/12/2010	 
	22 05 19
	 	Meters & Gages for Plumbing Piping	 	 	11/12/2010	 
	22 05 23
	 	General-Duty Valves for Plumbing Piping	 	 	11/12/2010	 
	22 05 29
	 	Hangers & Supports for Plumbing Piping & Equipment	 	 	11/12/2010	 
	22 05 33
	 	Heat Tracing for Plumbing Piping	 	 	11/12/2010	 
	22 05 48
	 	Vibration & Seismic Controls	 	 	11/12/2010	 
	22 05 53
	 	Identification for Plumbing Piping & Equipment	 	 	11/12/2010	 
	22 07 16
	 	Plumbing Equipment Insulation	 	 	11/12/2010	 
	22 07 19
	 	Plumbing Piping Insulation	 	 	11/12/2010	 
	22 11 16
	 	Domestic Water Piping	 	 	11/12/2010	 
	22 11 19
	 	Domestic Water Piping Specialties	 	 	11/12/2010	 
	22 11 23
	 	Domestic Water Pumps	 	 	11/12/2010	 
	22 11 23.13
	 	Domestic-Water Packaged Booster Pumps	 	 	11/12/2010	 
	22 13 16
	 	Sanitary Waste & Vent Piping	 	 	11/12/2010	 
	22 13 19
	 	Sanitary Waste Piping Specialties	 	 	11/12/2010	 
	22 13 23
	 	Sanitary Waste Interceptors	 	 	11/12/2010	 
	22 13 29
	 	Sump Pumps	 	 	11/12/2010	 
	22 31 00
	 	Domestic Water Softeners	 	 	11/12/2010	 
	22 35 00
	 	Domestic-Water Heat Exchangers	 	 	11/12/2010	 
	22 40 00
	 	Plumbing Fixtures	 	 	11/12/2010	 
	23 05 13
	 	Common Motor Requirements for HVAC Equipment	 	 	11/12/2010	 
	23 05 16
	 	Expansion Fittings & Loops for HVAC Piping	 	 	11/12/2010	 
	23 05 23
	 	General-Duty Valves for HVAC Piping	 	 	11/12/2010	 
	23 05 29
	 	Hangers & Supports for HVAC Piping & Equipment	 	 	11/12/2010	 
	23 05 48
	 	Vibration & Seismic Controls	 	 	11/12/2010	 
	23 05 53
	 	Identification for HVAC Piping & Equipment	 	 	11/12/2010	 
	23 05 93
	 	Testing, Adjusting & Balancing for HVAC	 	 	11/12/2010	 
	23 07 13
	 	Duct Insulation	 	 	11/12/2010	 
	23 07 16
	 	HVAC Equipment Insulation	 	 	11/12/2010	 
	23 07 19
	 	HVAC Piping Insulation	 	 	11/12/2010	 
	23 09 00
	 	Instrumentation & Control for HVAC	 	 	11/12/2010	 
	23 09 93
	 	Sequence of Operations for HVAC Controls	 	 	11/12/2010	 
	23 11 23
	 	Facility Natural-Gas Piping	 	 	11/12/2010	 
	23 21 13
	 	Hydronic Piping	 	 	11/12/2010	 
	23 21 13.13
	 	Underground Hydronic Piping	 	 	11/12/2010	 
	23 21 23
	 	Hydronic Pumps	 	 	11/12/2010	 
	23 23 00
	 	Refrigerant Piping	 	 	11/12/2010	 

 

52 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	23 25 00
	 	HVAC Water Treatment	 	 	11/12/2010	 
	23 31 13
	 	Metal Ducts	 	 	11/12/2010	 
	23 33 00
	 	Air Duct Accessories	 	 	11/12/2010	 
	23 34 23
	 	HVAC Power Ventilators	 	 	11/12/2010	 
	23 36 00
	 	Air Treatment Units	 	 	11/12/2010	 
	23 37 13
	 	Diffusers, Registers & Grilles	 	 	11/12/2010	 
	23 41 00
	 	Particulate Air Filtration	 	 	11/12/2010	 
	23 51 00
	 	Breechings, Chimneys & Stacks	 	 	11/12/2010	 
	23 52 33
	 	Water-Tube Boilers	 	 	11/12/2010	 
	23 64 16
	 	Centrifugal Water Chillers	 	 	11/12/2010	 
	23 65 00
	 	Cooling Towers	 	 	11/12/2010	 
	23 73 13
	 	Modular Indoor Central-Station Air Handling Units	 	 	11/12/2010	 
	23 74 13
	 	Packaged, Outdoor, Central-Station Air-Handling Units	 	 	11/12/2010	 
	23 74 33
	 	Packaged, Outdoor, Heating & Cooling	 	 	11/12/2010	 
	23 81 23
	 	Computer-Room Air-Conditioners	 	 	11/12/2010	 
	23 81 26
	 	Split-System Air-Conditioners	 	 	11/12/2010	 
	23 82 39
	 	Unit Heaters	 	 	11/12/2010	 
	26 05 00
	 	Common Work Results for Electrical	 	 	11/12/2010	 
	26 05 19
	 	Low-Voltage Electrical Power Conductors & Cables	 	 	11/12/2010	 
	26 05 26
	 	Grounding & Bonding for Electrical Systems	 	 	11/12/2010	 
	26 05 29
	 	Hangers & Supports for Electrical Systems	 	 	11/12/2010	 
	26 05 33
	 	Raceway & Boxes for Electrical Systems	 	 	11/12/2010	 
	26 05 36
	 	Cable Trays for Electrical Systems	 	 	11/12/2010	 
	26 05 39
	 	Under Floor Raceways for Electrical Systems	 	 	11/12/2010	 
	26 05 43
	 	Underground Ducts & Raceways for Electrical Systems	 	 	11/12/2010	 
	26 05 53
	 	Identification for Electrical Systems	 	 	11/12/2010	 
	26 05 73
	 	Overcurrent Protective Device Coordination Study	 	 	11/12/2010	 
	26 09 23
	 	Lighting Control Devices	 	 	11/12/2010	 
	26 09 33
	 	Central Dimming Controls	 	 	11/12/2010	 
	26 09 43
	 	Network Lighting Controls	 	 	11/12/2010	 
	26 22 00
	 	Low-Voltage Transformer	 	 	11/12/2010	 
	26 24 13
	 	Switchboards	 	 	11/12/2010	 
	26 24 16
	 	Panelboards	 	 	11/12/2010	 
	26 27 26
	 	Wiring Devices	 	 	11/12/2010	 
	26 28 13
	 	Fuses	 	 	11/12/2010	 
	26 28 16
	 	Enclosed Switches & Circuit Breakers	 	 	11/12/2010	 
	26 29 13
	 	Enclosed Controllers	 	 	11/12/2010	 
	26 29 23
	 	Variable-Frequency Motor Controllers	 	 	11/12/2010	 
	26 32 13
	 	Engine Generators	 	 	11/12/2010	 
	26 33 53
	 	Static Uninterruptable Power Supply	 	 	11/12/2010	 
	26 36 00
	 	Transfer Switches	 	 	11/12/2010	 
	26 41 13
	 	Lightning Protection for Structures	 	 	11/12/2010	 
	26 43 13
	 	Transient-Voltage Suppression for Low-Voltage	 	 	11/12/2010	 
	26 51 00
	 	Interior Lighting	 	 	11/12/2010	 
	26 56 00
	 	Exterior Lighting	 	 	11/12/2010	 
	33 44 16
	 	Trench Drains	 	 	11/12/2010	 

 

53 of 54

 

EXHIBIT “E”

	 	 	 	 	 	 	 

	100% DD Design Deliverable Outstanding Items Required for GMP (updated 02/24//11)	 	 	 	 
	Design Item #1
	 	Site Utilitiy Additional Information	 	 	2/24/2011	 
	Design Item #3
	 	Fireproofing locations and material types	 	 	2/22/2011	 
	Design Item #4
	 	Expansion Joint Plans	 	 	2/21/2011	 
	Design Item #7
	 	Interior Glazing Schedule	 	 	2/25/2011	 
	Design Item #8
	 	Partition Type Schedule	 	 	2/25/2011	 
	Design Item #9
	 	Low Rise Exterior RFP Package	 	 	2/21/2011	 
	Design Item #10
	 	Porte Cochere Finishes	 	 	2/24/2011	 
	Design Item #14
	 	Window Washing Equipment	 	 	2/25/2011	 
	Design Item #15
	 	Wayfinding Signage	 	 	2/25/2011	 
	Design Item #17
	 	Food Service	 	 	2/22/2011	 
	Design Item #18
	 	Area Tabulation	 	 	2/24/2011	 
	Design Item #20
	 	Low and Mid Level Lighting and Dimming Systems	 	 	2/26/2011	 
	 
	 	 	 	 	 	 
	Technical Studies and Reports	 	 	 	 
	USACE Geotechnical Report by Louis Cappazolli & Associates / GeoEngineers
	 	October 15, 2009
	USACE Geotechnical Update Report (Rev 3) by Geo Engineers
	 	April 28, 2011

 

54 of 54

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “F”

The Work

This Work shall consist of a new hotel and casino with the following components:

206 Room Hotel

3-Level Precast Parking Garage

2-Level Casino Barge

Casino Barge Basin including mooring piles

Relocation of River Road

Elevated roadway to entrance to the Casino

Pedestrian bridge from Hotel to level 2 of the Casino

Hotel rooftop swimming pool

Remote central plant and support facility

Surface parking and roadways

The work described above is consistent with the Project Design Development Documents, Plans
and Specifications as prepared by Manning Architects Design Development Issue through ASI#23.
(See Exhibit “E” Drawings for dates.)

 

 

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

General:

	 	1.	 	The Manhattan General Conditions have been included through the end of May 2012. If
the river level does not allow certain elements of the project to be completed by the end
of May 2012 then the general conditions would have to be extended due to the increased
duration.

	 
	 	2.	 	The Manhattan project Target schedule with a data date of 04/20/2011 and a run date of
05/02/2011 is based on the water level at the basin being below elevation +11.00 at the
Carrolton
Gauge no later than 06/14/2011.

	 
	 	3.	 	The Manhattan project Target schedule with a data date of 04/20/2011 and run date of
05/02/2011 is based on the Army Corp of Engineers (ACOE) final release and permit
modification
being received no later than 05/06/2011.

	 
	 	4.	 	The Manhattan GMP has included an estimated amount for the delay due to the ACOE and
the
Pontchartrain Levee District (PLD) revised programming approval and these estimated amounts
will be reconciled once the full impact of the delay is known.

	 
	 	5.	 	The Manhattan GMP is based on documents issued through ASI #23 dated 2/15/2011.

	 
	 	6.	 	Manhattan has not included provisions for OCIP or CCIP insurance program.

	 
	 	7.	 	The costs for all electrical consumption charges have not been included.

	 
	 	8.	 	The costs for all natural gas consumption charges have not been included.

	 
	 	9.	 	The costs for all water / sewer consumption charges have not been included.

	 
	 	10.	 	The cost for all Builders Risk Insurance and deductibles if so required are
by Pinnacle
Entertainment.

	 
	 	11.	 	Manhattan has not included the costs for a Payment and Performance Bond.

	 
	 	12.	 	Indemnification and additional insured requirements for subcontractors must comply
with new
Louisiana laws that went into effect January 1, 2011.

	 
	 	13.	 	Manhattan has not included the costs for the off loading, setting or
certification of the Casino
gaming equipment / tables, slot bases or slot chairs.

Division 03 — Concrete:

	 	1.	 	Manhattan has not included the cost for any special concrete admixtures for moisture
control.

Division 04 — Masonry:

	 	1.	 	Manhattan has included a CMU wall with elastomeric coating at grid line T4 below Elevation
+53.

Division 05 — Metals:

	 	1.	 	Manhattan has included the costs for the roof top mounted air handling unit
screen wall structural steel support framing and metal screen wall panel above the 2 Meal
Restaurant only. All other Casino and Podium roof top equipment screen walls have been
deleted per VE Item #12 & #13.

	 
	 	2.	 	Manhattan has included the
costs for a 42′′ tall guard rail around the vessel
perimeter. The guardrail in front of the Steakhouse and the Feature Bar is assumed to have a drink
rail incorporated into the design.

	 
	 	3.	 	Manhattan has included 10# / SF for the structural steel framing for the Hotel
Level 12 roof top
mounted pool screen wall.

 

Page 1 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

Division 06 — Wood

	 	1.	 	Manhattan has included wood base, chair rail and crown molding in the Casino Green
Rooms,
Conference Rooms #2182 & #2197, Assistant General Manager’s office, General Manager’s
office and Special Events Coordinator office.

	 
	 	2.	 	Manhattan has included wood base, chair rail and crown molding in the Hotel Director of
Finance
office.

	 
	 	3.	 	Manhattan has included a buffet style cabinet with a stone top at the Hotel fitness center.

Division 07 — Thermal and Moisture Protection:

	 	1.	 	Manhattan has included the costs for TPO membrane roofing per Specification Section 07
54 23.
The cost for a Modified Bitumen Roof System has not been included.

	 
	 	2.	 	Manhattan has included the costs for a roof paver pedestal system at the Casino VIP Terrace.

	 
	 	3.	 	Manhattan has included the costs for spray on thermal insulation below the Podium
walk-in cooler
areas only.

	 
	 	4.	 	Manhattan has not included the cost for a sprayed on thermal insulation under the Hotel
Level 1
structural slab, Podium Level 53 slab-on-metal deck or the Casino Level 53 slab-on-metal
deck.

	 
	 	5.	 	Manhattan has included the costs for a paver pedestal system with hot fluid applied
waterproofing
and drainage board at Hotel Level 12 pool deck area.

	 
	 	6.	 	Manhattan has included the costs for a urethane traffic coating at the Hotel Level 1.5
Mechanical
Rooms, Penthouse Mechanical Rooms and the Pool Inter-stitual Level 11.5 floor slab.

	 
	 	7.	 	The Central Plant exterior wall is based upon utilizing a pre-manufactured metal
building
manufacturer pre-finished exterior metal wall panel and interior liner panel with a
galvalume metal
roof panel.

Division 08 — Openings:

	 	1.	 	Manhattan has not included the cost for a fire rated curtainwall system at the
east end of the
Promenade.

	 
	 	2.	 	Manhattan has included the costs for operable balcony doors at the Hotel Level 12
Suites only.
All other balcony doors are not operable.

	 
	 	3.	 	Manhattan has included the costs for a full wall mirror at the Hotel fitness center.

Division 09 — Finishes:

	 	1.	 	The public area budget is based upon the Interior Design meeting that was held with
Marnell and
Cagley Tanner on 02/09/2011. The meeting(s) were based on the 02/02/2011 interior finish
presentation to Pinnacle Entertainment by the Marnell and Cagley Tanner.

	 
	 	2.	 	Manhattan has included the costs for glass tile at the back wall of the bar units in
the Suite from
top of backsplash to the ceiling.

	 
	 	3.	 	Manhattan has included the back of house finishes per Exhibit S dated 5/11/2011.

	 
	 	4.	 	MCC has included the cost for carpet pad at the public areas. All back-of-house carpet
is based
upon direct glue down carpet.

	 
	 	5.	 	Manhattan has assumed all Owner Furnished Contractor Installed (OFCI) carpet base
will be
purchased with binding.

 

Page 2 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

Division 10 — Specialties:

	 	1.	 	Manhattan has included toilet accessories comparable to the Lauberge du Lac
facility for the public areas and back of house areas.

	 
	 	2.	 	Manhattan has included hardware comparable to the Lauberge du Lac for the public areas
and
back of house areas.

	 
	 	3.	 	Manhattan has not included any costs for way finding graphics and site building signage.

Division 11 — Equipment:

	 	1.	 	MCC has included an allowance for kitchen equipment based upon Maddock’s estimate.

	 
	 	2.	 	MCC has included an allowance for the beverage conduit.

	 
	 	3.	 	All kitchen equipment small wares, pots, pans, and linens are OFOI FF&E.

Division 12 — Furnishings:

	 	1.	 	Manhattan has not included the cost for the off loading, storage, handling and
installation of the FFE items except for the decorative light fixtures. (See FFE Exhibit
T dated 05/11/2011)

Division 13 — Special Construction:

	 	1.	 	Manhattan has included the costs for the stainless steel pool per the documents
titles “PNK (Baton Rouge) Partnership MCC GMP Item 17 Food Service Manning Architects
N10.023.00 2/22/11 (14 pages)” issued on February 22, 2011.

	 
	 	2.	 	Manhattan has not included the costs for the surface parking lot public covered walkway.

Division 14 — Conveying Equipment:

	 	3.	 	Manhattan has included the specified GEN2 gearless traction hydraulic elevators and
hydraulic
elevators as indicated in the revised Specification Section 14 20 00 and 14 31 00 along
with
Appendix No. 3 dated 02/03/2011 issued with ASI-021. All equipment has been verified to be
in
compliance with the shaft and hoist way sizes indicated within these documents.

	 
	 	4.	 	Manhattan has assumed within this GMP proposal that appropriately sized elevator
machine
rooms will be included in future drawing packages located within 50’ of the hoistways on
the Low
Rise and Casino Vessel as discussed with the design team during the bidding process to
house
the elevator machine controllers. The current DD package drawings do not indicate any of
these
control rooms.

	 	5.	 	Manhattan has assumed within this GMP proposal that appropriately sized elevator
machine
rooms will be included in future drawings packages for the two hydraulic elevators as
discussed
with the design team during the bidding process to house the elevator hydraulic units and
controllers. The current DD package drawings do not indicate any of these elevator machine
rooms.

Division 21 — Fire Suppression:

	 	1.	 	Manhattan has included the costs for fire suppression standpipes only at the parking
garage.

	 
	 	2.	 	Manhattan has included the costs for a diesel fire pump to be located in the
central plant facility.

 

Page 3 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

Division 22 — Plumbing:

	 	1.	 	Manhattan has included several value engineering options that have been selected by the
owner and design team during several coordination meetings. The following value engineering
options have been included in the GMP:

	 	a.	 	The heating hot water scheme will be revised to remove all boilers and
equipment at the
central plant and the exterior site work hot water piping to the hotel, garage and
low
rise/casino buildings. Local domestic hot water equipment shall be added at the
hotel,
low rise/casino buildings and support facility.

	 
	 	b.	 	All storm drainage in the parking garage and all horizontal storm
drainage in the hotel will
be changed to PVC, rather than cast iron as shown in the contract documents.

	 
	 	c.	 	The Hotel bathroom plumbing system includes the use of PEX systems,
manifolds and
shut-off valves and Pro-Press pipe and fittings.

	 	2.	 	Manhattan has assumed in this GMP proposal that battery venting can be utilized
for all floor
drain waste piping and grease waste piping below the lowest floor of the Hotel, Central
Plant,
Support Facility, Low Rise and Casino.

Division 23 — Mechanical:

	 	1.	 	Manhattan has included several value engineering options that have been selected by
the owner and design team during several coordination meetings. The following value
engineering options have been included:

	 	a.	 	The heating hot water scheme will be revised to remove all boilers
and equipment at the
central plant and the exterior site work hot water piping to the hotel, garage and
low
rise/casino buildings. All fan coil and VAV units are to be supplied with electric
heating
coils. All AHU’s and ERU’s are to be changed to gas heating systems. Local
domestic
heating hot water equipment shall be added at the hotel and low rise/casino
buildings.

	 
	 	b.	 	The chilled water system will be revised to include three (3 EA) 800
ton chillers. All
piping systems shall be design to accommodate 3,200 tons of total cooling capacity.
The
primary chilled water pumps shall be reduced to 100 HP, rather than the sizes shown
on
the current drawings.

	 
	 	c.	 	The exterior site work chilled water pipes will be installed using
HDPE with fused joints
for all underground applications. All above ground applications across the levee
will be
steel piping with PVC jacketed insulation.

	 
	 	d.	 	The water softener system will
be eliminated.

	 
	 	e.	 	The cooling towers will be provided as galvanized steel with
stainless steel sumps, rather
than all stainless steel as previously indicated.

	 
	 	f.	 	The outside air exhaust scheme for the hotel tower will be changed to
eliminate the
multiple exhaust fans on level 11.5 and a single outside air unit with an enthalpy
wheel
will be installed on the Hotel roof above the mechanical penthouse. The outside air
duct
risers in the hotel shall be changed to include a single riser with front to back
connections.

	 
	 	g.	 	The kitchen exhaust system will
be changed to route all exhaust
ductwork in the ceiling
and exit the building on level 1.5. This will require water wash hoods for the
kitchen
equipment and 15 feet of stainless steel ductwork from the hoods. Manhattan has
included the costs to install fire rated insulation on the kitchen exhaust ductwork
as
required by code.

 

Page 4 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G” 

PREMISES AND ASSUMPTIONS (Revised)

Division 23 — Mechanical: Continued

	 	2.	 	Manhattan has additional future value engineering options that have been
identified as cost saving measures that will be investigated by the team:

	 	a.	 	The Casino Vessel HVAC exhaust/supply requirements for the
vessel support and generators on level 77 of the vessel are estimated to be
possibly reduced by $50,000. (VE Item #130 approved 3/31/11.)

Division
26 — Electrical:

	 	1.	 	Manhattan has included the two generators, one emergency generator and the marine
switchboard shown in the vessel support area of the Casino. The switchboards and generators
are not required to be constructed to ABS certification standards based on conversations
with Lay Pitman and Associates and MSA Engineering.

	 
	 	2.	 	Manhattan has assumed that all trench excavation spoils removed for electrical
underground duct banks can be re-used as back-fill for the duct bank trenches. Manhattan
has not included the costs to import fill for the electrical underground duct bank
installation.

	 
	 	3.	 	Manhattan has included several value engineering options that have been selected by
the owner and design team during several coordination meetings. The following value
engineering options have been included in the GMP:

	 	a.	 	The mechanical heating hot water scheme will be revised to remove all boilers and
equipment at the central plant and the exterior site work hot water piping to the hotel,
garage and low rise/casino buildings. All fan coil and VAV units are to be supplied with
electric heating coils. All AHU’s and ERU’s are to be changed to gas heating systems.
Local domestic heating hot water equipment shall be added at the hotel and low
rise/casino buildings. This GMP proposal has included costs to supply power to all of
these pieces of equipment as coordinated with MSA Engineering and Manhattan.

	 
	 	b.	 	The
mechanical chilled water system will be revised to include three (3 EA) 800 ton
chillers. All piping systems shall be design to accommodate 3,200 tons of total cooling
capacity. The primary chilled water pumps shall be reduced to 100 HP, rather than the
sizes shown on the current drawings. This GMP proposal has included costs based on the
power requirements of this equipment as coordinated with MSA Engineering and Manhattan.

	 
	 	c.	 	The automatic transfer switches will be relocated from the hotel and
low rise to the support facility. The emergency power feeders shown in the
drawings will now be utilized to provide the additional power loads required by
the Mechanical Value Engineering Item #1 and Item #2.

	 
	 	d.	 	Modifications to the switchboard, panel board and transformer equipment
presented by Wilhite Electric during the January 21, 2011 value engineering meeting
including the removal of the barriers between the sections and taped bus, removal
of the ground fault circuit trip function from the secondary branch breakers,
changing all bussing in panel boards and switchboards to aluminum where possible,
changing the temperature rise for the dry type transformers from 155 °C to 150 °C
and deleting the requirement for a factory start-up on switchboards.

	 
	 	e.	 	The lightning protection system will be changed to an interceptor
system as reviewed
during the January 21, 2011 value engineering meeting.

	 
	 	f.	 	The requirement for a factory witness test of the generators will be eliminated.

 

Page 5 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

Division 26 — Electrical: Continued

	 	4.	 	Manhattan has included several future value engineering options that have been
identified as cost saving measures that will be investigated by the team:

	 	a.	 	The light fixture package for the Casino Vessel is estimated to be possibly
reduced by
$650,000 by allowing alternate fixture manufacturers and possible quantity
reductions.
(VE Item #132 approved 3/31/2011)

	 
	 	b.	 	The light fixture package for the Hotel is estimated to be possibly reduced
by $200,000
by allowing alternate fixture manufacturers and possible quantity
reductions.
(VE Item #133 approved 3/31/2011)

	 
	 	c.	 	The light fixture package for the Low Rise Podium is estimated to be
possibly reduced by
$350,000 by allowing alternate fixture manufacturers and possible quantity
reductions.
(VE Item #131 approved 3/31/2011)

	 
	 	d.	 	The specialty lighting for the Casino Vessel is estimated to be reduced by
$497,105.
(VE Item #136 approved 3/31/2011)

	 
	 	e.	 	The specialty lighting for the Low Rise Podium is estimated to be reduced by
$132,315.
(VE Item #137 approved 3/31/2011)

	 	5.	 	The decorative light poles for the elevated roadway are estimated to be reduced by
$195,000. (VE Item #003 approved 3/31/2011)

Division 27 — Communications:

	 	1.	 	Manhattan has included 48 strand fiber runs between the support facility,
hotel, garage, casino low rise and casino vessel drawings per the revised site
communications plan sheet E3.00 issued by Shane Savoy of MSA Engineering on March 1,
2011.

	 	2.	 	Manhattan has included cable tray for low-voltage communications wiring in the
MDF/IDF rooms
only. No communal cable tray system in the ceilings of the Hotel, Podium and Casino has
been
included. Manhattan has assumed that all smoke / fire rated cabling in these areas will be
secured using j-hooks or suspended from the structure above.

	 	3.	 	Manhattan has not included the costs for the distributed CCTV equipment,
hospitality TV provider
equipment or satellite dish.

	 	4.	 	Manhattan has not included the costs for local 2-way radio communication wiring or antenna
system.

Division 28 — Electronic Safety and Security:

	 	1.	 	Manhattan has not included furnishing any security / surveillance equipment
including cameras, security access hardware or software, surveillance system hardware or
software. Manhattan has included the installation of cameras provided by Pinnacle as well
as terminating and coiling all cabling within the specified IDF/MDF security closets for
connection to the security hardware provided by Pinnacle.

 

Page 6 of 7

 

			
	 	 	 
	
	 	Pinnacle — Baton Rouge Hotel & Casino

Project # 3278

05-11-2011

EXHIBIT “G”

PREMISES AND ASSUMPTIONS (Revised)

Division 31 — Earthwork:

	 	1.	 	Manhattan has not included the cost for landscaping and/or irrigation.

	 
	 	2.	 	Manhattan has included the cost for the delays in the auger cast foundation
operations thru June 15, 2011.

Division 32 — Exterior Improvements:

	 	1.	 	Manhattan has not included the costs for the off-site roadwork at Nicholson Drive.

Division 33 — Utilities:

	 	1.	 	Manhattan has not included the cost for offsite utilities (water, gas, sewer, electrical,
data).

	 
	 	2.	 	Manhattan has not included the cost for combination domestic / fire water meter,
vault or back-flow preventers.

	 
	 	3.	 	Manhattan has not included the cost for the site irrigation water meter and vault.

	 
	 	4.	 	Manhattan has not included the cost for the site sanitary sewer lift station and force main.

	 
	 	5.	 	Manhattan has not included the cost for fixture impact fees or tap fees.

	 
	 	6.	 	Manhattan has not included the costs for the relocation of the existing
overhead power / phone lines and poles.

	 
	 	7.	 	Manhattan has not included the costs for the utility company on-site primary
electrical wiring or
transformers.

	 
	 	8.	 	Manhattan has not included the costs for the permanent phone company or cable company
on-site wiring or equipment.

 

Page 7 of 7

 

EXHIBIT H

Conditional Waiver and Release Upon Progress

Payment

SEE AGREEMENT FOR “EXHIBIT H”

 

 

 

EXHIBIT I

Unconditional Waiver and Release Upon Progress

Payment

SEE AGREEMENT FOR “EXHIBIT I”

 

 

 

EXHIBIT J

Contractors Certificate

SEE AGREEMENT FOR “EXHIBIT J”

 

 

 

EXHIBIT K

Technical Studies and Reports

SEE AGREEMENT FOR “EXHIBIT K”

 

 

 

EXHIBIT L

Permits, Approvals and Entitlements

SEE AGREEMENT FOR “EXHIBIT L”

 

 

 

EXHIBIT M

Unconditional Final Waiver and Release

SEE AGREEMENT FOR “EXHIBIT M”

 

 

 

EXHIBIT N

Contractor’s Project Safety

and Health Guidelines

 

 

 

MANHATTAN
CONSTRUCTION COMPANY

 5/11/11

PROJECT SAFETY and HEALTH GUIDELINES

TABLE OF CONTENTS

	 	 	 	 	 
	II Project Safety Plan
	 	 	3	 
	A. Purpose
	 	 	3	 
	B. Basic Principles
	 	 	3	 
	C. Responsibility
	 	 	4	 
	D. Safety Meetings
	 	 	6	 
	E. Accident Reporting Requirements
	 	 	7	 
	F. Subcontractor Safety Enforcement Policy
	 	 	7	 
	G. Visitors
	 	 	8	 
	H. Conclusion
	 	 	8	 
	 
	II Accident Prevention Plan
	 	 	8	 
	A. Applicable Safety Standards
	 	 	8	 
	B. Scope of Coverage
	 	 	8	 
	C. Employee Orientation
	 	 	9	 
	D. Hazard Communication Program
	 	 	9	 
	F. Sub-contractor safety plan
	 	 	10	 
	G. Job hazard analysis
	 	 	10	 
	H. Temporary Power
	 	 	10	 
	I. Fall Protection
	 	 	11	 
	J. Excavations
	 	 	11	 
	K. Fire Protection
	 	 	11	 
	L. Flammable/Combustible Liquids
	 	 	12	 
	M. First Aid
	 	 	12	 
	N. Medical Emergency
	 	 	12	 
	O. Hand and Power Tools
	 	 	12	 
	P. Scaffolds
	 	 	13	 
	Q. Ladders
	 	 	13	 
	R. Lockout/Tagout
	 	 	14	 
	S. Accident Reporting
	 	 	14	 
	T. Respirator Program
	 	 	14	 
	U. Sanitation
	 	 	15	 
	V. Cranes/Rigging
	 	 	15	 
	W. Floor and Wall Openings
	 	 	15	 
	X. Masonry Walls
	 	 	16	 
	Y. Housekeeping
	 	 	16	 
	Z. Working on the wet-side of levee
	 	 	16	 
	ZZ. Manhattan Construction Company Pandemic Preparation Safety Plan
	 	 	19	 

2 | Page

 

 

 

	1.	 	Project Safety Plan

	 	A.	 	Purpose

1. Prevention of accidental injury, occupational illness and property damage
and to establish methods whereby all Project employees will be actively
involved in the safe construction of the Project.

2. Outline the safety duties and responsibilities of all parties on this Project.

3. Establish and implement a plan for safety education, training and monitoring
to promote identification and elimination of hazards and unsafe acts.

4. This safety plan is an ongoing process and may be updated through-out the project
as problems or conditions warrant.

	 	B.	 	Basic Principles of the Project Safety Plan

1. All Subcontractors shall ensure that their employees, subcontractors and
suppliers, regardless of tier, understand and agree to comply with their Company
Safety Program, the Project Safety Plan, the Project Documents, OSHA Standards and
all other federal, state and local codes and regulations.

2. Prior to beginning work, each Subcontractor shall prepare a Hazard Analysis that
defines the activity to be performed and identify the sequence of work, the
specific hazards, and methods to be used to eliminate or minimize each hazard. The
Hazard Analysis shall be reviewed, during the Pre-Activity meeting, by the Quality
Control Manager and the Project Superintendent or their designated representatives.

3. All major subcontractors, such as Excavating, Pier Drilling, Structural Steel,
Form Work, Mechanical, Electrical, Elevator, Plasterer/Drywall, Painting, Glazing,
Roofing, Brick Mason/Masonry and Fire Protection must provide a Site Specific
Safety Program to the Quality Control Manager prior to the start of their work.

4. All Subcontractors shall provide their employees with the necessary safety and
personal protective equipment and weather protective gear required for the
performance of their work and enforce the use of same as a condition of
employment. Hard hats are required to be worn at all times where construction
activities are taking place. The wearing of eye protection with side-shields is
required at all times.

5. Each Subcontractor shall have at least one employee qualified in First
Aid/CPR treatment whenever the Subcontractor has employees working on this
project.

6. For emergency purposes, each Subcontractor shall submit a list to the
Project Manager of key personnel with home addresses and telephone numbers.

3 | Page

 

 

 

	 	C.	 	Responsibility

1. Project Manager shall:

a. Be responsible for the administration of the Project Safety Program.

b. Assist the Project Superintendent and the Project Site safety coordinator with all
matters pertaining to safety when deemed necessary and as required.

2. Project Superintendent shall:

a. Enforce compliance with the Project Safety and HAZCOM Programs, the Project Documents,
OSHA Standards and all other federal, state and local safety codes and regulations.

b. Distribute a Medical Emergency Procedure and a fire Emergency Procedure for this
Project to all Subcontractor Safety Representatives and post copies in all trailers and
offices. These Procedures shall be discussed at the Project Safety Meetings and shall be a
required subject for a Toolbox Talk for all Project employees.

c. Identify facilities for immediate first aid and/or medical/hospital treatment for all
work related injuries and illnesses of employees.

d. Regularly inspect the Project for safety compliance.

e. Schedule weekly Project Safety Meetings.

f. Receive all safety related correspondence and accident reports.

3. Project Site Safety Coordinator shall:

a. Make daily safety inspections, ensuring coverage of the entire project each
week, with a weekly written report.

b. Notify responsible persons regarding noncompliance with the Project Safety and HAZCOM
Programs, the Project Documents, OSHA Standards and all other federal, sate and local
safety codes and regulations.

c. Implement and enforce the Safety Enforcement Policy.

d. Check with Sub Safety Rep. on disposition of safety related matters.

e. Render assistance at MCC and Subcontractor Toolbox Talks.

f. Investigate all accidents as directed by the Project Superintendent.

g.
Issue weekly Safety Bulletins regarding pertinent safety issues.

h. Maintain records of all MCC and Sub Safety and Toolbox Meetings.

i. Assist the Project Superintendent with all safety related matters.

j. Shall keep a Log of First Aid Treatment.

4. Subcontractor Safety Representative(s) shall:

a. Ensure that their employees are trained to perform their work in a safe
manner and have the ability to recognize and correct potential and actual
hazards.

4 | Page

 

 

 

b. Be responsible for the Sub Accident Reporting Requirements.

c. Attend each weekly Project Safety Meeting.

d. Chair their weekly Company Toolbox Talks. Arrange for written
minutes to be taken and copy these minutes to the Project Site safety
coordinator.

e. Work with the Manhattan Project Superintendent to participate
in safety audits as required.

f. Report all safety related matters to the Project Site Safety
Coordinator or
Superintendent.

5. All Project Employees shall:

a.
Perform their work in a safe manner for prevention of accidents to themselves, fellow workers, the general public and property of all concerned.

b. Attend their weekly Company Toolbox Talks.

c. Alert their Foremen of hazards, unsafe acts and near misses.

d. Notify their Foremen immediately of any accident.

e. Comply with their Company Safety and HAZCOM Programs, the Project Documents,
OSHA Standards and all other federal, state and local codes and regulations.

g. All Project Employees shall be subject to fair, consistent and
constructive disciplinary action for safety noncompliance. The severity of a
violation shall determine the level of disciplinary action administered. See the
Guide to Disciplinary Action on the next page.

The typical disciplinary action pattern is as follows:

(1) Verbal Reprimand: The employee shall be informed verbally of the
safety violation committed which, if repeated, could result in further
disciplinary action.

(2) Written Reprimand: The employee shall be notified by formal written notice of the
safety violation committed and informed that future violations may result in suspension or
discharge from work.

(3) Suspension: The employee shall be suspended from working on the site for a
specified period of time for the safety violation committed and informed that
future violations may result in permanent removal from the project.

(4) Termination: The employee shall be barred from the project as a result of a major
safety violation or a pattern of safety violations.

5 | Page

 

 

 

GUIDE TO DISCIPLINARY ACTION

	 	 	 	 	 	 	 	 	 
	 	 	MINOR	 	SIGNIFICANT	 	SERIOUS	 	FLAGRANT
	SEVERITY OF
INFRACTION
EXAMPLES

	 	•     Not wearing safety
glasses

•     Not wearing hard
hat

•     Not wearing hearing
protection

	 	•      Horseplay

•      Crossing a red
barricade

	 	
•     Not tying off

•     Using incomplete
scaffold

•     Endangering another
employee

	 	•     Knowingly
endangering another
employee

•     Fighting

	 
	 	 	 	 	 	 	 	 
	SEVERITY OF
INFRACTION
DEFINITIONS

	 	A safety violation
that does not
immediately expose
an employee to
serious injury or
death.
	 	A safety violation
in which the
employee exposed
self or others in a
significant risk of
injury.
	 	A safety violation
in which an
employee exposed
self or others to
risk serious injury
or death.
	 	A safety violation
in which an
employee has
committed an
inexcusable unsafe
act.
	 
	 	 	 	 	 	 	 	 
	FIRST OFFENSE

	 	VERBAL
	 	WRITTEN
	 	SUSPENSION
	 	TERMINATION
	 

	 	REPRIMAND
	 	REPRIMAND	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	SECOND OFFENSE

	 	WRITTEN
	 	SUSPENSION
	 	TERMINATION	 	 
	 

	 	REPRIMAND	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	THIRD OFFENSE

	 	SUSPENSION
	 	TERMINATION	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	FOURTH OFFENSE

	 	TERMINATION	 	 	 	 	 	 

	 	D.	 	Safety Meetings

1. Weekly Project Safety Meeting

a. The Project Superintendent shall schedule a weekly Safety Meeting to review
accidents, injuries, and near misses, review safety related problems and plan
for upcoming work activities.

b. The Project Safety Meeting should be attended by supervisory personnel.

2. Weekly Toolbox Talks

a. Supervisors shall hold weekly Toolbox Talks. The topics of these talks
shall be relevant to the work being performed by the supervisor’s crew.

b. Documentation of the weekly Toolbox Talk shall be submitted to the Project
Superintendent before 3:00 P.M. each Friday.

6 | Page

 

 

 

c. The weekly Toolbox Talk Minutes shall contain the following:

(1) Name of Employer and date.

(2) Name of the MCC Foreman or Subcontractor Safety Rep.

(3) Name
of all employees in attendance.

(4) Subjects discussed.

(5) Safety comments and suggestions from employees.

d. The weekly Toolbox Talk Agenda shall include, as a minimum, the following:

	 	(1)	 	Instruction in the safe planning and performance of their work.
	 
	 	(2)	 	Review of Project accidents, near misses, hazards and unsafe acts.
	 
	 	(3)	 	Employee suggestions and comments relating to safety.

	 	E.	 	Accident Reporting Requirements 

	 	1.	 	Project
Employee Injury:

a.
All on-site accidents, regardless of how incidental, including those sustained by Subcontractors, shall be reported to the Superintendent.

b. Non-incidental injuries and near misses shall be
reported in writing as an
accident/incident report that contains the following:

	 	•	 	Names and addresses of victims and witnesses.
	 
	 	•	 	Description of events leading up to the accident/incident.
	 
	 	•	 	Factors that may have contributed to the accident/incident.
	 
	 	•	 	Action taken to prevent this accident/ incident in the future.

c. The Site Safety Coordinator or Project Superintendent shall notify the Owner’s
Designated Rep. of all recordable injuries to any person. The notification shall
describe the circumstances of the accident and any corrective action taken. The
written notification shall be within 24 hours of any injury.

d. Subcontractors shall be responsible for notifying OSHA within eight (8) hours
in the event of a fatality or a single accident in which three (3) or more
employees are hospitalized.

	 	F.	 	Subcontractor Safety Compliance Program

1. All Subcontractors shall, prior to their start of work, submit the names of their
authorized and qualified Project Safety Representatives to the MCC Project Superintendent.
All Project Safety Representatives shall be held accountable by their Companies for the
immediate correction of hazards and unsafe acts and compliance with their Company Safety
and HAZCOM Programs, the Project Documents, OSHA Regulations and all other federal, state
and local codes and regulations by their employees and their subcontractors and suppliers,
regardless of tier.

2. Consistent with the Employee Compliance program, written warnings for subcontractor
employee safety violations will be documented using the safety warning form, referenced at
the back of this document.

7 | Page

 

 

 

3. To address recurring subcontractor safety violations, corrective action may include but
is not limited to any of the following:

a. A stop work order for the specific operation or area of construction until
the hazard or unsafe act is corrected.

b. Correction made by MCC or others and backcharged to the Subcontractor.

c. Written notice to the Subcontractor’s Project Manager and Company
President.

d. Replacement of the Subcontractor’s Project Safety Representative, Foremen
and/or crew.

	 	G.	 	Visitors

1. Persons not directly involved with the on-site construction of this Project shall
not enter the site unless they obtain permission from the Project Superintendent or
the Project Superintendent’s designated representative, sign a Visitor’s Release Form
and obtain and wear a hard hat and any other personal protective equipment required.

	 	H.	 	Conclusion

1. All employers are responsible for instructing their employees in the recognition
and elimination of hazards and unsafe acts and the regulations applicable to their
work.

2. Safety training, good safety practices and appropriate immediate corrective
action are the keys to the prevention of accidents, loss of life and property
damage. No matter how many rules and regulations are set forth, a good Safety
Program depends mainly on a positive and intelligent attitude by the Management and
Labor involved in the construction of this Project.

II Accident Prevention Plan for the Hotel and Support Facility

The elements of this Accident Prevention Plan address some of the potential hazards
associated with the scope of work and provide guidelines to eliminate or minimize those hazards.

	 	A.	 	Applicable Safety Standards

1. All work shall be performed in accordance with the safety and health requirements
set forth in the Code of Federal Regulations (CFR) Title 29, Part 1926, “Safety and
Health Standards for the Construction Industry”, and Title 29, Part 1910, “General
Industry Safety and Health Standards”, as well as the applicable state and local
regulations.

2. Copies of the applicable OSHA standards will be made available at the site.

	 	B.	 	Scope of Coverage

1. This Accident Prevention Plan shall apply to all contractors,
subcontractors, suppliers, and lower tier subcontractors and their employees while
performing work activities on this project.

8 | Page

 

 

 

	 	C.	 	Employee Orientation

1.
Each employer is responsible for providing an orientation for their employees as
follows:

	 	•	 	Orientations shall be given to each employee on the
project prior to that employee performing work.
	 
	 	•	 	Orientations shall be documented and copies shall be
submitted to Manhattan Construction Company following their
completion.
	 
	 	•	 	Orientations must address specific jobsite conditions and cover
all applicable Manhattan Construction Company safety policies, local, state and
federal regulations.

2.
Each employee shall be provided an initial orientation that will address training
and other information that will allow them to perform their work in a safe manner. The
orientation shall be based on elements of this Accident Prevention Plan.

3. Below is a list of the minimum topics of training. This list is not all-inclusive and
shall not be considered to identify all hazards associated with construction.

a. Employees responsibility to work safely.

b. Elements of the Accident Prevention Plan that apply to their work.

c. Manhattan Construction Company’s Disciplinary Action Policy

d. Mandatory personal protective equipment (hard hats, safety glasses, safety
harnesses, etc.)

e. Procedure for reporting accidents/injuries.

f. Hazard Communication Program.

g. Rules and regulations for operating motor vehicles.

h. Mandatory attendance at Safety Meetings.

i.
How and when to use Fire Protection Equipment (fire extinguishers).

	 	D.	 	Hazard Communications Programs

1. Manhattan Construction Company (MCC)

a. By reference of the MCC Hazard Communication Program, it is hereby
incorporated in its entirety in the Accident Prevention Plan.

b. A copy of the OSHA Hazard Communication Standard 1926.59, the Hazard
Communication Program, Hazardous Chemical Inventory List and all Material Safety
Data Sheets (MSDS) shall be located in the Project Field Office.

2. Subcontractors

a. Each Subcontractor/Purchase Contractor and lower tier subcontractors must
submit to Manhattan Construction Company a written Hazard Communication Program as
outlined in the Occupational Safety And Health (OSHA) Code of Federal Regulations
1926.59. All Hazard Communication Programs submitted to MCC must have the
following elements and be divided accordingly:

(1) A written HazCom program.

(2) Provisions for employee training. Employers need to be able to certify
that their employees have been trained in all aspects of HazCom.

(3) An alphabetical listing of the hazardous materials that
the Subcontractor will be bringing onto this Project.

(4) Copies of Material Safety Data Sheets for the hazardous materials
that the Subcontractor will be bringing onto this Project.

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Whenever new products are brought on site by the Subcontractor, the Subcontractor’s HazCom
Coordinator will be responsible for bringing the Subcontractor’s program up to date.

The information requested above must be submitted in book format with the company name, the name of
a contact person (HazCom Coordinator) familiar with the HazCom program, and applicable
telephone numbers, listed on the front cover.

	 	E.	 	Sub-Contractor Safety Plan

	 	5.1.	 	Each trade/craftsman need a job specific safety plan covering the
entire process of their contract for the (PNK) job.
	 
	 	5.2.	 	The specific safety plan must be submitted to Manhattan one week
prior to the sub-contractor starting work on the (PNK) job.

	 	F.	 	Job Hazard Analysis

	 	a.	 	All sub-contractors are required to fill out a JHA everyday they are on site.
	 
	 	b.	 	They must be filled out completely and signed by everyone
assigned to that task for the day.
	 
	 	c.	 	They must be turned into the Manhattan safety department the following day.

	 	G.	 	Working in Confined Spaces

1. When it becomes necessary to enter and conduct work activities in a confined
space, a Confined Space Entry Program shall be enforced.

	 	H.	 	Temporary Electric Power

1. Temporary power shall be in compliance with the NEC and CFR 29, 1926, Subpart K.

2. All branch circuits supplying 120 volts single phase to 15 and 20 amp
receptacles shall be protected with GFCI Interrupters.

3. Employees shall inspect the cords to electric power tools and extension cords
prior to each use and shall remove from service any cords found to be defective.

4. All extension cord must be up and out of walking surfaces. Hang extension cords
on the hanger provided by Manhattan in the Hotel, Support Facility, and Casino
vessel.

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	 	I.	 	Fall Protection

1. Employees shall be protected from the hazards of falling in accordance with OSHA
regulations and Manhattan Construction Company Safety requirements. Standard guardrails,
lifelines, floor covers and personal protective equipment shall be used to meet this
requirement.

2. Personal fall protective equipment such as safety belts, safety harnesses,
lanyards, and life lines shall be inspected by the wearer before each use.

3. To further fall protection measures, Manhattan has implemented the
following requirements to be applied to all project employees:

	 	•	 	All employees, subcontractors, vendors, suppliers, and owners on a
working/walking surface 6-feet or more above a lower level shall be protected by
the 100% fall protection policy.
	 
	 	•	 	This 100% fall protection policy extends beyond OSHA
regulations to include structural steel ironworkers and scaffold builders.
	 
	 	•	 	Acceptable fall-protection methods include personal fall-arrest
systems (2 lanyards required), properly-built scaffolds, guardrail systems,
safety nets, warning line systems, controlled access zones, and safety monitor
systems. The Project Superintendent shall review Subcontractor fall protection
plans in the context of job hazard analysis discussions.
	 
	 	•	 	All overhead work shall be confined to an area clearly marked by red
barricade
tape at the closest working surface below the overhead work activity.

	 	J.	 	Excavations

1. Each Subcontractor requiring employees to work in excavations shall provide a Competent
Person as defined by OSHA in 29 CFR, Part 1926 Subpart P, “Excavations”. The Competent
Person must be familiar with the requirements of Subpart P and shall determine the type of
protective system to be utilized and shall perform periodic inspections of the excavation.

2.
Written daily excavation inspection reports shall be signed by the Competent Person and submitted to the Project Superintendent or his designated representative.

3. The soil on the (PNK) job-site is type C soil. For any excavations deeper than 5 feet
only sloping, trench boxes, or shielding is allowed. NO BENCHING SOIL.

4. Sub-contractors must get a dig permit from LA one call before starting any excavations.

5. Sub-contractors must fill out an excavation report every day.

	 	K.	 	Fire Protection

1. Manhattan Construction Company will maintain temporary portable fire extinguishing
equipment for building protection. Fire extinguishers of the ABC type will be provided in
the quantity and size required by CFR 29 1926.150. Subcontractors shall be responsible for
providing fire protection for specific tasks as necessary including but not limited to
cutting, welding, soldering, and roofing operations as well as flammable/combustible
material storage areas.

2. All employees shall be instructed by their employer in the proper use of fire
protection equipment. Documentation of such training shall be maintained by each
employer.

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	 	L.	 	Flammable and Combustible Liquids

1.
All flammable/combustible liquids shall be stored and handled in accordance with CFR 29,
1926.152.

2.
Gasoline shall be stored in approved metal safety cans that are equipped with a
flash arresting screen and spring-closing lid.

3. Fire Extinguishing equipment shall be available where flammable/combustible liquids
are stored.

	 	M.	 	First Aid

1.
Each employer shall have at least one (1) Certified First
Aid/CPR trained employee on
site when working on this project. Each employer shall maintain a suitable first aid kit
for use by its employees.

2. Manhattan Construction Company will maintain at lease one (1) First Aid cabinet in the
Project Field Office.

	 	N.	 	Medical Emergency

1. Employees suffering non life-threatening injuries shall be transported to medical
facilities by their employer.

2. For all life-threatening injuries or illnesses, the employer shall immediately call for
medical assistance by dialing 911.

3. Other emergency telephone numbers shall be posted at each telephone.

	 	O.	 	Hand and Power Tools

1.
Each employer is responsible for the condition of the tools their employees use.
Employees must be instructed in the hazards and limitations associated with the tools
they use. Hand and power tools must be inspected prior to each use and removed from
service when found to be defective.

2. Hand and Power tools shall be used, inspected, and maintained in accordance with the
manufacturer’s instructions and shall be used only for the purpose for which they were
designed.

3. Power tools designed to accommodate guards shall be equipped with the guards when in
use.

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	 	P.	 	Scaffolds

1. Scaffolds shall be erected, modified, and dismantled ONLY under the direction of a
Competent Person and shall follow the OSHA regulations outlined in CFR 29 1926.451.

2. Employees erecting, dismantling, or working from scaffolding must maintain
Manhattan Construction Company’s 100% fall protection policy.

3. Upon completion, scaffolds shall have and maintain a green tag scaffold permit
attached to the scaffold in full visibility of all employees at the access to the
scaffold.

4. Green scaffold tags shall be turned into the Superintendent once the scaffold has been
dismantled.

5. Scaffolds that are incomplete, being modified, dismantled or that are damaged shall
be barricaded off with red barricade tape and red tagged incomplete.

6. Scaffolds without tags shall be considered red tagged and not for use.

7. Standard guardrail systems including top rail, mid-rail, and toe-board shall be
installed on all scaffolds in accordance with OSHA regulations. Scaffold platforms that
employees are working from shall be completely decked over for the entire width of the
scaffold.

8. In the event that scaffold configurations or physical obstructions make it impossible
to install standard guardrail system, employers shall supply a
personal fall arrest system
or other means of fall protection.

9. Employees shall not be allowed to pass beneath scaffolds where work is being performed
overhead unless appropriate measures have been taken to protect employees from falling
material.

10. All overhead work shall be confined to an area clearly marked by red barricade tape
at the closest working surface below the overhead work activity.

11. Manually propelled mobile scaffolds shall only be used on a hard, level surface that
is free from debris and other obstructions that could pose a hazard. Employees shall not
be allowed to ride on mobile scaffolds that are being moved.

	 	Q.	 	Ladders

1. Ladders shall be used in accordance with the requirements of CFR 29, Part
1926.1053.

2. Employees required to use ladders shall be trained in accordance with CFR 29, Part
1926.1060.

3. Ladders used to access elevated work areas shall extend at least 36” above the
landing and shall be secured to prevent displacement.

4. Employees using ladders for access to elevated work areas shall not carry
tools/materials when climbing up or down a ladder.

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5. Employees shall be instructed not to stand above the top two rungs of step ladders.

6. Employees shall be tied-off 100% of the time when working closer than one and
one-half (1-1/2) times the ladder height to an opening or the edge of
the building.
(e.g. an employee using a ten (10) foot stepladder must tie-off when fifteen (15) or
less from the edge of a opening or the building).

7.
Employees shall be tied off 100% of the time when working on straight ladders.

	 	R.	 	Lockout/Tagout

1. No employee shall work on any electrical, hydraulic, steam, or other pressurized
system/equipment until the system/equipment is secured from operating and all stored energy
has been released.

2. Electrical equipment or circuits that are de-energized shall be rendered inoperative and
shall have tags attached at all points where such equipment or circuits can be energized.
Tags shall be placed to identify the equipment or circuits being worked on.

	 	S.	 	Accident Reporting
Requirements 

1. Project
Employee Injury:

 a.
All on-site accidents, regardless of how incidental, including those
sustained by Subcontractors, shall be reported to the Project
Superintendent or his designated representative.

b. Subcontractors shall be individually responsible for notifying OSHA
within eight (8) hours in the event of a fatality or a single accident in which
three (3) or more employees are hospitalized.

	 	T.	 	Respirator Program

1. Employers who allow or require their employees to wear respirators shall have a written
respirator program in accordance with CFR Title 29, Part 1910.134.

2. Employees allowed or required to use respirators shall be trained in the proper
selection, maintenance, and limitations of respirators. Each employee shall be fit tested
before using a negative pressure respirator.

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	 	U.	 	Sanitation

1. Potable Water

a.
Employees shall be provided with an adequate supply of potable water. Where
single use cups are provided, a trash container for used cups shall also be
provided.

b.
Containers for potable water shall be conspicuously marked as containing
potable water.

2. Toilet Facilities

a. Toilet facilities shall be provided and maintained in accordance with OSHA
regulations.

	 	V.	 	Cranes and Rigging

1. Each Subcontractor using a crane shall identify, in writing, their
Competent Person who will be responsible for the proper set-up and operation of the
crane. A copy of this document shall be kept in the crane at all times.

2. Rigging inspections shall be performed in accordance with CFR Title 29,
Part 1926.251.

3. Rigging equipment shall be inspected before each days use by the
Competent Person before each lift by the employee rigging the load.

4. Load Moment Indicators will be required on all cranes.

5. Lift calculations will be required for all lifts that are over 85% of the
crane’s capacity according to the crane manufacturer’s load charts.

6. Anti-2-bloc devices will be required on all cranes.

7. Sub-contractors using crane need to turn in all applicable forms to
Manhattan safety before any crane activity is to start. i.e. annual (third party)
crane inspection, monthly crane inspection, load charts, lift plans, etc.

	 	W.	 	Floor and Wall Openings

1. All floor and wall openings, 2 inches or greater in size, shall be guarded or covered.
Guardrails shall be of standard construction as outlined in CFR Title 29, Part 1926.502.

2. When floor covers are used they shall be capable of withstanding the maximum
intended load. Covers will be secured against displacement and marked to indicate
“HOLE” or “COVER”, or they shall be color coded.

3. Hole covers shall be constructed so that normal construction activities will not
displace the cover from its location (wired, shot, nailed or bolted down).

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	 	X.	 	Masonry Walls

1. Subcontractors erecting masonry walls shall do so in accordance with CFR Title 29,
Part 1926.706.

2. Prior to erecting any masonry wall, a Limited Access Zone shall be established and
maintained throughout construction of the wall.

3. All overhead work shall be confined to an area clearly marked by red barricade tape
at the closest working surface below the overhead work activity.

	 	Y.	 	Housekeeping

1. Job-site cleanliness is an item of major significance on this project and will be
closely
monitored.

2.
Housekeeping shall be performed on a continuous basis. Waste materials such as wood, concrete, rebar, cardboard, plastic wrap, and other types of trash must not be allowed
to accumulate and become a hazard.

3. All sub-contractors are required to clean their work area everyday by the end of
their shift.

	 	Z.	 	Working on the wet-side of the levee (Mississippi river side) (MRW) = Mississippi river water

OSHA standards to follow while on the wet-side of the levee.

	 	X.1.	 	 CFR 29 1926
Construction Industry standards.
	 
	 	X.2.	 	 CFR 29 1915 Occup. Safety and Health
Standards for Shipyard Employment

1. Access to the wet-side

	 	1.1.	 	I.D. badges are required at all times to anyone on the wet-side of the levee for
access.
	 
	 	1.2.	 	The access will change throughout the year depending on the water levels from the
river.
	 
	 	1.3.	 	There is a north and south ramp going over the levee to gain access to the
casino during the low river levels when (MRW) elevation is below 26’ at the job-site.
There is a lay down yard for parking company vehicles on the wet-side. When the (MRW)
elevation reaches 26’ (PNK) no more driving vehicles on the wet-side.
	 
	 	1.4.	 	From (MRW) elevation 26’ to 32’ access to the casino will be from a
gangway/scaffold on the south side of the river from the south ramp to the casino
boat.
	 
	 	1.5.	 	After (MRW) elevation 32’ access will be by boat to the barge. There
will be two boat operators in boats taking personnel on and off the
barge at all
times during working hours. When (MRW) elevation at (PNK) reaches 32’ only
essential personnel will be allowed on the barge for working.
	 
	 	1.6.	 	NO DRIVING ON THE LEVEE. A maximum of two 18 wheeler delivery trucks at a
time may be allowed on the levee for unloading. The 18 wheelers cannot be parked or
staged on the levee for long periods of time.
	 
	 	1.7.	 	When (MRW) elevations reach Elevation +15.0’ in New Orleans as measured at
the Carrollton gauge, all construction work must stop on the levee, on the batture,
and on the
casino vessel. Only operations to maintain safety and the integrity of the barges will
be allowed.
	 
	 	1.8.	 	It is every subcontractor’s responsibility to monitor the river elevation and comply
with applicable work restrictions imposed by all governing authorities.

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2. Excavations/Earthwork

	 	2.1.	 	Follow all of Manhattan and OSHA 1926.650 subpart P
regulations and policies for
excavations.
	 
	 	2.2.	 	The soil on the (PNK) job-site is type C soil. For any excavations deeper
than 5 feet only
sloping, trench boxes, or shielding is allowed. NO BENCHING SOIL.
	 
	 	2.3.	 	Sub-contractors must get a dig permit from LA one call before starting any excavations.
	 
	 	2.4.	 	Sub-contractors must fill out an excavation report every day.

3. P.P.E.

	 	3.1.	 	 HARDHATS, SAFETY GLASSES, REFLECTIVE VESTS, LONG PANTS, SHIRT WITH SLEEVES, AND
WORK BOOTS REQUIRED AT ALL TIMES ON THE JOB-SITE.
	 
	 	3.2.	 	When working over water lifejackets will be required at all times. The use of
lifejackets will change depending on the water elevation. Coordinate with Manhattan
superintendent where lifejackets are required.
	 
	 	3.3.	 	100% tie-off/fall protection at all times when above 6’.
	 
	 	3.4.	 	All P.P.E. required will be provided by the sub-contractors performing the work.
	 
	 	3.5.	 	Manhattan will provide a rescue boat during operations over and around water.
	 
	 	3.6.	 	There will be life rings with 100 feet of rope around the perimeter of the barge
for rescue purposes.
	 
	 	3.7.	 	At the back of the barge on the river side there will be a containment buoy put
across the river line to contain debris and as the last line of defense to stop personnel
for rescue.

4. Steel Erection

	 	4.1.	 	Follow Manhattan and OSHA subpart R 1926.750-761 regulations and policies.
	 
	 	4.2.	 	Must maintain 100% fall protection when 6’ above lower level.
	 
	 	4.3.	 	When setting steel above water lifejackets and fall protection is required at all times.
	 
	 	4.4.	 	Coordinate with Manhattan for all deliveries of steel on the wet-side.

5. Commercial Diving Operations

	 	5.1.	 	Follow Manhattan and OSHA subpart Y 1926.1071-1091 also 1910.420
	 
	 	5.2.	 	Each diver shall be continuously tended while in water. Never left unattended for
any reason.
	 
	 	5.3.	 	A stand by diver shall be available while a diver is in the water.
	 
	 	5.4.	 	All divers must be qualified or certified to make a dive.
	 
	 	5.5.	 	All divers must be trained in CPR.
	 
	 	5.6.	 	Daily inspections on all equipment before the start of work.

	 	6.	 	Confined Space

	 	6.1.	 	All sub-contractors are to follow Manhattans confined space policy when
entering a confined space.
	 
	 	6.2.	 	Only trained and authorized personnel allowed in confined spaces.
	 
	 	6.3.	 	Notify Manhattan safety for permit required confined spaces.

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7. Cranes and Rigging

	 	7.1.	 	Each Sub-contractor using a crane shall identify, in writing, their Competent Person who
will be responsible for the proper set-up and operation of the crane. A copy of this
document shall be kept in the crane at all times.
	 
	 	7.2.	 	Rigging inspections shall be performed in accordance with CFR Title 29, Part 1926.251.
	 
	 	7.3.	 	Rigging equipment shall be inspected before each days use by the Competent Person
before each lift by the employee rigging the load.
	 
	 	7.4.	 	Load Moment Indicators will be required on all cranes.
	 
	 	7.5.	 	Lift calculations will be required for all lifts that are over 85% of the
crane’s capacity according to the crane manufacturer’s load charts.
	 
	 	7.6.	 	Anti-2-bloc devices will be required on all cranes.
	 
	 	7.7.	 	All certifications and qualifications must be turned into the safety department before start
of work.
	 
	 	7.8.	 	All sub-contractors must coordinate with Manhattan superintendents for tower crane
usage.
	 
	 	7.9.	 	Sub-contractors are to provide their employees with radio communication with the tower
crane operators when flying loads in the blind.
	 
	 	7.10.	 	Only qualified rigger/signalperson allowed lifting loads.
	 
	 	7.11.	 	Air horns are required when lifting loads to notify surrounding contractors in the
area of suspended loads.
	 
	 	7.12.	 	Loads must be secured properly before lifting, plastic wrap is not allowed.

8. Sub-Contractor Safety Plan

	 	8.1.	 	Each trade/craftsman need a job specific safety plan covering the entire process
of their contract for the (PNK) job. Must have a specific
safety plan set in place for
working over, in, and around water separate from the regular safety plan.
	 
	 	8.2.	 	The specific safety plan must be submitted to Manhattan one week prior to the
sub-contractor starting work on the (PNK) job.

	 	9.	 	Job  Hazard Analysis

	 	9.1.	 	All sub-contractors are required to fill out a JHA everyday they are on site.
	 
	 	9.2.	 	They must be filled out completely and signed by everyone assigned to that task for the
day.
	 
	 	9.3.	 	They must be turned into the Manhattan safety department the following day.

10. Emergency Action Plan

	 	10.1.	 	All sub-contractors are to follow Manhattan emergency action plan.

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	 	ZZ.	 	Manhattan Construction Company Pandemic Preparation Safety
Plan

1. PURPOSE OF PLAN

2. RESPONSIBILITIES OF PROJECT PERSONNEL

	 	A.	 	ADMINISTRATION OF PROGRAM
	 
	 	B.	 	CONTACT INFORMATION
	 
	 	C.	 	CHAIN OF COMMUNICATION

3. ADMINISTRATIVE CONTROLS

	 	A.	 	PROTECT EMPLOYEES AND CUSTOMERS
	 
	 	B.	 	WORK PRACTICE AND ENGINEERING CONTROLS
	 
	 	C.	 	LOW RISK PRECAUTIONS

4. WORK PROACTICE AND ENGINEERING CONTROLS

	 	A.	 	ADMINISTRATIVE CONTROLS
	 
	 	B.	 	PERSONAL PROTECTIVE EQUIPMENT (PPE)

	 	1.	 	HIGH EXPOSURE OR RISK

	 	A.	 	WORK PRACTICES
	 
	 	B.	 	ADMINISTRATIVE CONTROLS
	 
	 	C.	 	PPE

	 	C.	 	RESPIRATORY PROTECTION

	 	1.	 	PPE
	 
	 	2.	 	RESPIRATOR VERSUS SURGICAL MASK

	 	A.	 	SURGICAL MASK
	 
	 	B.	 	RESPIRATORS

	 	1.	 	PARTICULATE FILTERS AND RESPIRATORS
	 
	 	2.	 	DISPOSABLE RESPIRATORS
	 
	 	3.	 	DUST MASKS

	 	D.	 	REDUCE RISK OF EXPOSURE
	 
	 	E.	 	GUIDELINES FOR CARE

	 	1.	 	INCASE YOU ARE DIAGNOSED WITH N1N1 FLU
	 
	 	2.	 	YOU TAKE CARE OF SOMEONE WITH N1N1 FLU

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Manhattan Pandemic Preparation Safety Plan

Purpose of the Plan

This plan is designed to assure safe and healthy working conditions for all of our working men and
women by authorizing enforcement of the standards developed under Occupational Safety and Health
Act of 1970. Manhattan Construction
Company also wants to assist and encourage our sub-contractors in their planning and implementing
these guidelines to assure safe and healthy working conditions in all work places. Also assist in
providing information, education and training in the field of Occupational Safety and Health.

In the event of Pandemic, this plan will play a key role in protecting employees’ health and safety
as well as in limiting the impact of the Pandemic on the employees and the workplace as a whole.
Proper planning will allow us to lessen the impact of a Pandemic on the job site. This plan will
give information as to the responsibilities, procedures, protection and implementation of the
process of protection for employees, employers and owners in the case
of a Pandemic.

 Administrative
Controls

	•	 	Administrative controls include controlling employees’ exposure by scheduling their work tasks in
ways that minimize their exposure levels. Examples of administrative controls include:

	 	•	 	Developing policies that encourage ill employees to stay at home without fear of any
reprisals.
	 
	 	•	 	The discontinuation of unessential travel to locations with high illness
transmission rates.
	 
	 	•	 	Consider practices to minimize face-to-face contact between employees such as e-mail,
websites and teleconferences. Where possible, encourage flexible work arrangements such as
telecommuting or flexible work hours to reduce the number of your employees who must be at
work at one time or in one specific location.
	 
	 	•	 	Consider home delivery of goods and services to reduce the number of clients
or customers who must visit your workplace.
	 
	 	•	 	Developing emergency communications plans. Maintain a forum for answering
employees’ concerns. Develop internet-based communications if feasible.
	 
	 	•	 	Work with your employees so that they understand the office leave policies
for getting paid, transportation issues and day care concerns.

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	 	•	 	Make sure that employees know where supplies for hand and surface hygiene are
located.
	 
	 	•	 	Work with your employees to designate a person(s), website, bulletin board or other means
of communicating important pandemic flu information.
	 
	 	•	 	Use signs to keep customers informed about symptoms of the flu and ask sick customers to
minimize contact with your employees until they are well.
	 
	 	•	 	Your workplace may consider limiting access to customers and the general public or
insuring that they can only enter certain areas of your workplace.

Protect Employees and Customers

Educate and train employees in proper hand hygiene, cough etiquette and social distancing
techniques. Understand and develop work practice and engineering controls that could provide
additional protection to your employees and customers such as: clear plastic sneeze barriers,
ventilation and the proper selection, use and disposal of personal protective equipment.

These are not comprehensive recommendations. The most important part of pandemic planning is to
work with your employees, local and state agencies and other employers to develop cooperative
pandemic plans to maintain your operations and keep your employees and the public safe. Share what
you know, be open to ideas from your employees, then identify and share effective health practices
with other employers in your community and with your local chamber of commerce.

How Organizations Can Protect Their Employees

For most employers, protecting their employees will depend on emphasizing proper hygiene
(disinfecting hands and surfaces) and practicing social distancing (see page 26 for more
information). Social distancing means reducing the frequency, proximity and duration of contact
between people (both employees and customer) to reduce the chances of spreading pandemic influenza
from person-to-person. All employers should implement good hygiene and infection control practices.

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Occupational safety and health professionals use a framework called the “hierarchy of controls” to
select ways of dealing with workplace hazards. The hierarchy of controls prioritizes intervention
strategies based on the premise that the best way to control a hazard is to systematically remove
it from the workplace, rather than relying on employees to reduce their exposure. In the setting
of a pandemic, this
hierarchy should be used in concert with current public health recommendations. The types of
measures that may be used to protect yourself, your employees and your customers (listed from the
most effective to lease effective) are: engineering controls, administrative controls, work
practices and person protective equipment (PPE). Most employers will use a combination of control
methods. There are advantages and disadvantages to each type of control measure when considering
the ease of implementation, effectiveness and cost. For example, hygiene and social distancing can
be implemented relatively easily and with little expense, but this control method requires
employees to modify and maintain their behavior, which may be difficult to sustain. On the other
hand, installing clear plastic barriers, although in the long run may be more effective at
preventing transmission during a pandemic. *** Employers must evaluate their particular workplace
to develop a plan for protecting their employees that may combine both immediate actions as well as
longer term solutions.

Here is a description of each type of control:

Work Practice and Engineering Controls — Historically, infection control professionals have relied
on personal protective equipment (for example, surgical masks and gloves) to serve as a physical
barrier in order to prevent the transmission of an infectious disease from one person to another.
This reflects the fact that close interactions with infectious patients is an unavoidable part of
many healthcare occupations. The principles of industrial hygiene demonstrate that work practice
controls and engineering controls can also serve as barriers to transmission and are less reliant
on employee behavior to provide protection. Work practice controls are procedures for safe and
proper work that are used to reduce the duration, frequency or intensity of exposure to a hazard.
When defining safe work practice controls, it is a good idea to ask your employees for their
suggestions, since they have firsthand experience with the tasks. These controls should be
understood and followed by managers, supervisors and employees. When work practice controls are
insufficient to protect employees, some employers may also need engineering controls.

Engineering controls involve making changes to the work environment to reduce work-related
hazards. These types of controls are preferred over all others because they make permanent
changes that reduce exposure to hazards and do not rely on employee or customer behavior. By
reducing a hazard in the workplace, engineering controls can be the most cost-effective solutions
for employers to implement.

During a pandemic, engineering controls may be effective in reducing exposure to some sources of
pandemic influenza and not others. For example, installing sneeze guards between customers and
employees would provide a barrier to transmission. The use of barrier protections, such as sneeze
guards, is common practice for both infection control and industrial hygiene. However, while the
installation of sneeze guards may reduce or prevent transmission between customer
and employees, transmission may still occur between coworkers. Therefore, administrative controls
and public health measures should be implemented along with engineering controls.

22 | Page

 

 

 

Examples of work practice controls include:

Encouraging employees to obtain a seasonal influenza vaccine (this helps to prevent
illness from seasonal influenza strains that may continue to circulate).

Providing employees with up-to-date education and training on influenza risk factors.
Protective behaviors and instruction on proper behaviors (for example, cough
etiquette and care of personal protective equipment).

Developing policies to minimize contact between employees and between clients or
customers.

Workplaces Classified at Lower Exposure Risk (caution) for Pandemic Influenza: What to do to
protect employees.

If your workplace does not require employees to have frequent contact with the general public,
basic person hygiene practices and social distancing can help protect employees at work. Follow
the general hygiene and social distancing practices previously recommended for all workplaces.
Also, try the following:

	 	•	 	Communicate to employees what options may be available to them for working
from home.
	 
	 	•	 	Communicate the office leave policies, policies for getting paid, transportation
issues and day care concerns.
	 
	 	•	 	Make sure that your employees know where supplies for hand hygiene are located.
	 
	 	•	 	Monitor public health communications about pandemic flu recommendations and
ensure that your employees also have access to that information.
	 
	 	•	 	Work with your employees to designate a person(s), website, bulletin board or
other means of communication important pandemic flu information.

Work Practice an Engineering Controls

	 	•	 	Instruct employees to avoid close contact (within 6 feet) with other employees and the
general public. This can be accomplished by simply increasing the distance between the
employee and the general public in order to avoid contact with large droplets from people
talking, coughing or sneezing.
	 
	 	•	 	Some organizations can expand internet, phone-based, drive-through window, or
home delivery customer service strategies to minimized face-to-face contact.
Work with your employees to identify new ways to do business that can also help to keep
employees and customers safe and healthy.

23 | Page

 

 

 

	 	•	 	Communicate the availability of medical screening or other employee health resources
(e.g., on site nurse or employee wellness program to check for flu-like symptoms before
employees enter the workplace).
	 
	 	•	 	Employers also should consider installing physical barriers, such as clear plastic
sneeze guars to protect employees where possible (such as cashier stations).

Administrative Controls

	 	•	 	Work with your employees so that they understand the office leave policies for getting
paid, transportation issues, and day care concerns.
	 
	 	•	 	Make sure that employees know where supplies for hand and surface hygiene are located.
	 
	 	•	 	Work with your employees to designate a person(s), website, bulletin board or other
means of communicating important pandemic flu information.
	 
	 	•	 	Use signs to keep customers informed about symptoms of the flu and ask sick customers
to minimize contact with your employees until they are well.
	 
	 	•	 	Your workplace may consider limiting access to customers and the general public
or ensuring that they can only enter certain area of your workplace.

Person Protective Equipment (PPE)

Employees who have high-frequency, close contact with the general population that cannot be
eliminated using administrative or engineering controls and where contact with symptomatic ill
persons is not expected should use personal protective equipment to prevent sprays of potentially
infected liquid droplets (form talking, coughing or sneezing) from contacting their nose or mouth.
A surgical mask will provide such barrier protection. Use of a respirator may be considered if
there is an expectation of close contact with persons who have symptomatic influenza infection or
if employers choose to provide protection against a risk of airborne transmission. It should be
noted that wearing a respirator may be physically burdensome to employees, particularly when the
use of PPE is not common practice for the work task. In the event of a shortage of surgical masks
a reusable face shield that can be decontaminated may be an acceptable method of protecting
against droplet transmission of an infectious disease but will not protect against airborne
transmission to the extent that disease may spread in that manner.

24 | Page

 

 

 

Eye protection generally is not recommended to prevent influenza infection although there are
limited examples where strains of influenza have caused eye infection (conjunctivitis). At the
time of a pandemic, health officials will assess whether risk of
conjunctival infection or transmission exists for the specific pandemic viral strain.
Employees should wash hands frequently with soap or sanitizing solutions to prevent hands from
transferring potentially infectious material from surfaces to their mouths or noses. While
employers and employees may choose to wear gloves, the exposure of concern is touching the mouth
and nose with a contaminated hand and not exposure to the virus through non-intact skin (for
example, cuts or scrapes). While the use of gloves may make employees more aware of potential hand
contamination there is no difference between intentional or unintentional touching of the mouth,
nose or eyes with either a contaminated glove or a contaminated hand. If an employee does wear
gloves, they should always wash their hands with soap or sanitizing solution immediately after
removal to ensure that they did not contaminate their hand(s) while removing them. When selecting
PPE, employers should consider factors such as function, fit, ability to be decontaminated,
disposal and cost. Sometimes, when a piece of PPE will have to be used repeatedly for a long period
of time, a more expensive and durable piece of PPE may be less expensive in the long run than a
disposable piece of PPE. For example, in the event of a pandemic, there may be shortages of
surgical masks. A reusable face shield that can be decontaminated may become the preferred method
of protecting against droplet transmission in some workplaces. It should be noted that barrier
protection such as a surgical mask or face shield will protect against droplet transmission of an
infectious disease but will not protect against airborne transmission, to the extent that the
disease may be spread in that manner. Each employer should select the combination of PPE that
protects employees in their particular workplace. It should also be noted that wearing PPE may be
physically burdensome to employees, particularly when the use of PPE is not common practice for the
work task.

 Educate and train employees about the protective clothing and equipment appropriate to
their current duties and the duties which they may be asked to assume when others are absent.
Employees may need to be fit tested and trained in the proper use and care of a respirator. Also,
it is important to train employees to put on (don) and take off (doff) PPE in the proper order to
avoid inadvertent self-contamination
(www.osha.gov/SLT/respiratoryprotection/index.html).
During a pandemic, recommendations for PPE used in particular occupations may change, depending on
geographic proximity to active cases, updated risk assessments for particular employees and
information on PPE effectiveness in preventing the spread of influenza.

Workplaces Classified at Very High or High Exposure Risk for Pandemic Influenza: What to do
to protect employees:

If your workplace requires your employees to have contact with people that are known or suspected
to be infected with the pandemic virus there are many practices that can be used to reduce the
risk of infection and to protect your employees. Additional guidance for very high and high
exposure risk workplaces such as health care facilities can be found at:
www.pandemicflu.gov and www.osha.gov/

25 | Page

 

 

 

Very high and high exposure risk occupations require employers to address enhanced safety and
health precautions in addition to the basic work practices that every
workplace should adopt (see page 26). Employers should also be aware that working in a high risk
occupations can be stressful to both employees and their families. Employees in high risk
occupations may have heightened concern about their own safety and possible implications for their
family. Such workplaces may experience greater employee absenteeism than other lower risk
workplaces. Talk to your employees about resources that can help them in the event of a pandemic
crisis. Keeping the workplace safe is everyone’s priority. More information about protecting
employees and their families can be found at: www.pandemicflu.gov.

Work Practice and Engineering Controls

Employers should ensure that employees have adequate training and supplies to practice proper
hygiene. Emergency responders and other essential personnel who may be exposed while working away
from fixed facilities should be provided with hand sanitizers that do not require water so that
they can decontaminate themselves in the field. Employers should work with employees to identify
ways to modify work practices to promote social distancing and prevent close contact (within 6
feet) where possible. Employers should also consider offering enhanced medical monitoring of
employees in very high and high risk work environments.

In Certain limited circumstances ventilation is recommended for high and very high risk work
environments. While proper ventilation can reduce the risk of transmission for healthcare workers
in the same room as infectious patients, it cannot be relied upon as the sole protective measure.
Thus a combination of engineering controls and personal protective equipment will be needed.

	 	•	 	When possible, health care facilities equipped with isolation rooms should use them
when performing aerosol generating procedures for patients with known or suspected
pandemic influenza.

	 	•	 	Laboratory facilities that handle specimens for known or suspected pandemic
patients will also require special precautions associated with a Bio-Safety Level 3
Facility. Some recommendations can be found at: www.cdc.gov/flu/h2n2bs13.htm.

Employers should also consider installing physical barriers such as clear plastic sneeze- guards
to protect employees where possible (for example, reception or intake areas). The use of barrier
protections such sneeze guards is common practice for both infection control and industrial
hygiene.

Administrative Controls (Isolation Precautions)

If working in a health care facility follow existing guidelines and facility standards of
practice for identifying and isolating infected individuals and for protecting employees. See
the U.S. Department of Health and Human Services’ Pandemic Influenza Plan for Health Care
Facilities at: www.hhs.gov/pandemicflu/plan/sup4.html.

26 | Page

 

 

 

Personal Protective Equipment (PPE)

Those who work closely with (either in contact with or within 6 feet) people known or suspected to
be infected with pandemic influenza should wear:

	 	•	 	Respiratory protection for protection against small droplets from talking, coughing or
sneezing and also from small airborne particles of infectious material.
	 
	 	•	 	N95 or higher rated filter for most situations
	 
	 	•	 	Supplied air respirator (SAR) or powered air purifying respirator (PARR) for
certain high risk medical or dental procedures likely to generate bio-aerosols.
	 
	 	•	 	Use a surgical respirator when both respiratory protection and resistance to
blood and body fluids is necessary.

Personal Protective Equipment (PPE) — while administrative and engineering controls and proper work
practices are considered to be more effective in minimizing exposure to the influenza virus, the
use of PPE may also be indicated during certain exposures. If used correctly, PPE can help prevent
some exposures; however they should not take the place of other prevention interventions such as
engineering controls, cough etiquette and hand hygiene (see:
www.edc.gov/flu/protect/stopgerms.htm). Examples of personal protective equipment are
gloves, goggles, face shields, surgical masks and respirators (for example, N-95). It is important
that personal protective equipment be:

	 	•	 	Selected based upon the hazard to the employee
	 
	 	•	 	Properly fitted and some must be periodically refitted (e.g. respirators)
	 
	 	•	 	Conscientiously and properly worn
	 
	 	•	 	Regularly maintained and replaced as necessary
	 
	 	•	 	Properly removed and disposed of to avoid contamination of self, others or the
environment

Employers are obligated to provide their employees with protective gear needed to keep them safe
while performing their jobs. The types of PPE recommended for pandemic influenza will be based on
the risk of contracting influenza while working and the availability of PPE. Check the
www.pandemicflu.gov website for the latest guidance.

The Difference Between a Surgical Mask and a Respirator

It is important that employers and employees understand the significant differences
between these types of personal protective equipment. The decision on whether or not
to require employees to use either surgical/procedure masks or respirators must be
based upon hazard analysis of the employees’ specific work environment and the
differing protective properties of each type of personal protective equipment. The use of
surgical masks or respirators is one component of infection control practices that may
reduce transmission between infected and non-infected persons.

27 | Page

 

 

 

It should be noted that there is limited information on the use of surgical masks for the
control of a pandemic in setting where there is no identified source of infection. There is
no information on respirator use in such scenarios since modern respirators’ did not exist during
the last pandemic. However, respirators are now routinely used to protect employees against
occupational hazard including biological hazards such as tuberculosis, anthrax and Hantavirus.

The effectiveness of surgical masks and respirators has been inferred on the basis of the mode of
influenza transmission, particle size and professional judgment.

To offer protection both surgical
masks and respirators must be worn correctly and consistently throughout the time they are being
used. If used properly surgical masks and respirators both have a role in preventing different
types of exposures. During influenza pandemic surgical masks and respirators should be used in
conjunction with interventions that are known to prevent the spread of infection such as
respiratory etiquette, hand hygiene and avoidance of large gatherings.

Surgical Masks — Surgical masks are used as a physical barrier to protect employees form hazards
such as splashes of large droplets of blood or body fluids. Surgical masks also prevent
contamination by trapping large particles of body fluid that may contain bacteria or viruses when
they are expelled by the wearer, thus protecting other people against infection from the person
wearing the surgical mask.

Surgical/procedure masks are used for several different purposes including the
following:

	 	•	 	Place on sick people to limit the spread of infectious respiratory secretions to
others
	 
	 	•	 	Worn by healthcare providers to prevent accidental contamination of patient’s
wounds by the organisms normally present in mucus and saliva
	 
	 	•	 	Worn by employees to protect themselves from splashes or sprays of blood or body
fluids; they may also have the effect of keeping contaminated fingers/hands away from the
mouth and nose.

Surgical masks are not designed or certified to prevent the inhalation of small airborne
contaminants. These small airborne contaminants are too little to see with the naked eye but may
still be capable of causing infection. Surgical procedure masks are not designed to seal tightly
against the user’s face. During inhalation much of the potentially contaminated air passes
through gaps between the face and the surgical mask thus avoiding being pulled through the
material of the mask and losing any filtration that it may provide. Their ability to filter small
particles varies significantly based upon the type of material used to make the surgical mask and
so they cannot be relied upon to protect employees against airborne infectious agents. Only
surgical masks that are cleared by the U.S. Food and Drug Administration can legally marketed in
the United States have been tested for their ability to resist blood and body fluids.

28 | Page

 

 

 

Respirators — Respirators are designed to reduce an employee’s exposure to airborne contaminants.
Respirators are designed to fit the face and to provide a tight seal between the respirator’s edge
and the face. A proper seal between the user’s face and the respirator forces inhaled air to be
pulled through the respirator’s filter material and not through gaps between the face and
respirator. Respirators must be used in the context of a comprehensive respiratory protection
program (see OSHA standard 29 CFR 1910.134 or www.osha.gov/SLTC/respiratoryprotection/index.html). It is important to medically evaluate employees to
assure that they can perform work tasks while wearing a respirator. Medical evaluation can be as
simple as a questionnaire (found in Appendix C of OSHA’s Respiratory Protection standard, 29 CFR
1910.134). Employers who have never before needed to consider a respiratory protection plan should
note that it can take time to choose a respirator to provide to employees and to arrange for a
qualified trainer and provide training, fit testing and medical evaluation for their employees. If
employer waits until an influenza pandemic actually arrives they may be unable to provide an
adequate respiratory protection program in a timely manner.

Types of Respirators

Respirators can be air supplying (e.g. the self-contained breathing apparatus worn by
firefighters) or air purifying (e.g. a gas mask that filters hazards from the air). Most employees
affected by pandemic influenza who are deemed to need a respirator to minimize the likelihood of
exposure to the pandemic influenza virus in the workplace will use some type of air purifying
respirator. They are also known as “particulate respirators” because they protect by filtering
particles out of the air as you breathe. These respirators protect only against particles, not
gases or vapors. Since airborne biological agents such as bacteria or viruses are particles, they
can be filtered by particulate respirators.

Air Purifying Respirators can be divided into several types:

	 	•	 	Disposable or filtering face piece respirators where the entire respirator face
piece is comprised of filter material. This type of respirator is also commonly referred
to as an “N95” respirator. It is discarded when it becomes unsuitable for further use
due to excessive breathing resistance (e.g. particulate clogging the filter)
unacceptable contamination/soiling or physical damage.
	 
	 	•	 	Surgical respirators are a type of respiratory protection that offers the
combined protective properties of both a filtering face piece respirator and a surgical
mask. Surgical N95 respirators are certified by NIOSH as respirators and also cleared by
FDA as medical devices which have been designed and tested and shown to be equivalent to
surgical masks in certain performance characteristics (resistance to blood penetration,
biocompatibility) which are not examined by NIOSH during its certification of N95
respirators.

29 | Page

 

 

 

	 	•	 	Reusable or elastomeric respirators, where the face piece can be cleaned, repaired and
reused but the filter cartridges are discarded and replaced when they become unsuitable for
further use. These respirators can be used with a variety of different cartridges to protect
against different hazards. These respirators can also be used with canisters or cartridges
that will filter out gases and vapors.
	 
	 	•	 	Powered air purifying respirators (PAPRs) where a battery powered blower pulls
contaminated air through filters, then moves the filtered air to the wearer’s face piece.
PAPRs are significantly more expensive than other air purifying respirators but they provide
higher levels of protection and may also increase the comfort for some users by reducing the
physiologic burden associated with negative pressure respirators and providing a constant
flow of air on the face. These respirators can also be used with canisters or cartridges
that will filter out gases and vapors. It should also be noted that there are hooded PAPRs
that do not require employees to be fit tested in order to use them.

All respirators used in the workplace are required to be tested and certified by the
National Institute for Occupational Safety and Health (NIOSH). NIOSH approved
respirators are marked with the manufacturer’s name, the part number, the protection
provided by the filter (e.g. N95) and the “NIOSH” designation. This information is
printed on the face piece, exhalation valve cover or head straps. If a respirator does
not have these marking it has not been certified by NIOSH. Those respirators that are
surgical N95 respirators are also cleared by the FDA and therefore are appropriate for
circumstances in which protection from airborne and body fluid contaminants is needed.
When choosing between disposable and reusable respirators employers should
consider their work environment, the nature of pandemics and the potential for supply
chain disruptions. Each pandemic influenza outbreak could last from 6 to 8 weeks and
waves of outbreaks may occur over a year or more. While disposable respirators may
be more convenient and cheaper on a per unit basis, a reusable respirator may be
more economical on a long -term basis and reduce the impact of disruption in supply
chains or shortages of respirators.

Classifying
Particulate Respirators and Particulate Filters

An N95
respirator is one of nine types of particulate respirators. Respirator filters that
remove at least 95 percent of airborne particles during the “worst case” testing using
the “most penetrating” size of particle are given a 95 rating. Those that filter at least
99.97 percent of the particles under the same conditions receive a 99 rating. Those
that filter at least 99.97 percent (essentially 100 percent) receive a 100 rating.

In addition, filters in this family are given a designation of N, R or P to convey their
ability to function in the presence of oils that are found in some work environments.

“N”
if they are not resistant (e.g. N95, N99, N100)

“R” if they are somewhat resistant to oil (e.g. R95, R99, R100)

“P” if they are strongly resistant (i.e. oil proof) (e.g. P95, P99, P100)

30 | Page

 

 

 

This rating is important in work settings where oils may be present because some industrial oils
can degrade the filter performance to the point that it does not filter adequately. Thus the three
filter efficiencies combined with the three oil designations lead to nine types of particulate
respirator filter materials. It should be noted that any of the various types of filters listed
here would be acceptable for protection against pandemic influenza in workplaces that do not
contain oils, particularly if the N(% filter type was unavailable due to shortages.

Replacing Disposable Respirators

Disposable respirators are designed to be used once and are then to be properly disposed of. Once
worn in the presence of an infectious patient, the respirator should be considered potentially
contaminated with infectious material and touching the outside of the device should be avoided to
prevent self — inoculation (touching the contaminated respirator and then touching one’s
eyes, nose or mouth). It should be noted that a once-worn respirator will also be
contaminated on its inner surface by the microorganisms present in the exhaled air and oral
secretions of the wearer.

If a sufficient supply of respirators is not available during a pandemic,
employers and employees may consider reuse as long as the device has not been obviously soiled or
damaged (e.g. creased or torn) and it retains its ability to function properly. This practice is
not acceptable under normal circumstances and should only be considered under the direst of
conditions. Data on decontamination and/or reuse of respirators for infectious diseases are not
available. Reuse may increase the potential for contamination; however this risk must be balance
against the need to provide respiratory protection. When preparing for pandemic, employers who
anticipate providing respiratory protection to employees for the duration of the pandemic should
consider using reusable or elastomeric respirators that are designed to be cleaned, repaired and
reused.

Dust or Comfort Masks

Employers and employees should be aware that there is “dust” or “comfort” masks sold at home
improvement stores that look very similar to respirators. Some dust masks may even be made by a
manufacturer that also produces NIOSH certified respirators. Unless a mask has been tested and
certified by NIOSH, employers do not know if the device will filter very small airborne
particles. The occupational use of respirators including those purchased at home improvement or
convenience stores, are still covered by OSHA’s Respiratory Protection standard.

31 | Page

 

 

 

Steps Every Employer Can Take to Reduce the Risk of Exposure to Pandemic Influenza in their
Workplace

The best strategy to reduce the risk of becoming infected with influenza during a pandemic is to
avoid crowded settings and other situations that increase the risk of exposure to someone who may
be infected. If it is absolutely necessary to be in a crowded setting, the time spent in a crowd
should be as short as possible. Some basic
hygiene (www.cdc.gov/flu/protect/stopgerms.htm) and social distancing precautions that can
be implemented in every workplace include the following:

	 	•	 	Encourage sick employees to stay at home
	 
	 	•	 	Encourage your employees to wash their hands frequently with soap and water or with
hand sanitizer if there is no soap or water available. Also encourage your employees to
avoid touching their noses, mouths and eyes.
	 
	 	•	 	Encourage your employees to cover their coughs and sneezes with a tissue or to cough
and sneeze into their upper sleeves if tissues are not available. All employees should wash
their hands or use a hand sanitizer after they cough, sneeze or blow their noses.
	 
	 	•	 	Employees should avoid close contact with their coworkers and customers (maintain a
separation of at least 6 feet). They should avoid shaking hands and always wash their
hands after contact with others. Even if employees wear gloves they should wash their hands
upon removal of the gloves in case their hands(s) became contaminated during the removal
process.
	 
	 	•	 	Provide customers and the public with tissues and trash receptacles and with a place
to wash or disinfect their hands.
	 
	 	•	 	Keep work surfaces, telephones, computer equipment and other frequently touched
surfaces and office equipment clean. Be sure that any cleaner used is safe and will not
harm your employees or your office equipment. Use only disinfectants registered by the
U.S. Environmental Protection Agency (EPA) and follow all directions and safety
precautions indicated on the label.
	 
	 	•	 	Discourage your employees from using other employee’s phones, desks, offices of other
work tools and equipment.
	 
	 	•	 	Minimize situations where groups of people are crowded together such as in a meeting.
Use e-mail, phones and text messages to communicate with each other. When meetings are
necessary avoid close contact by keeping a separation of at least 6 feet, where possible
and assure that there is proper ventilation in the meeting room.
	 
	 	•	 	Reducing or eliminating unnecessary social interactions can be very effective in
controlling the spread of infectious diseases. Reconsider all situations that
permit or require employees, customers and visitors (including family member) to
enter the workplace. Workplaces which permit family visitors on site should
consider restricting/eliminating that option during an influenza pandemic. Work
sites with on-site day care should consider in advance whether these facilities will
remain open or will be closed and the impact of such decisions on employees
and the business.
	 
	 	•	 	Promote healthy lifestyles including good nutrition, exercise and smoking cessation. A
person’s overall health impacts their body’s immune system and can affect their ability to
fight off or recover from an infectious disease.

32 | Page

 

 

 

Guidelines for Taking Care of Yourself and Others

If you
have been diagnosed with H1N1 (Swine) flu, you should:

Stay home, following your doctor’s orders, and watch for signs that you need
immediate medical attention.

Remain at home for 7 days after your symptoms begin or until you have been
symptom- free for 24 hours, whichever is longer.

Avoid close contact with others, especially those who might easily get the flu, such
as people of any age with chronic medical conditions (such as asthma, diabetes or
heart disease) pregnant women, young children and infants.

Wear a face mask, if available and tolerable, when sharing common spaces with
other household members to help prevent spreading the virus to others. This is
especially important if other household members are at high risk for complications
from influenza.

Get plenty of rest.

Drink clear fluids such as water, broth, sports drinks or electrolyte beverages made
for infants to prevent becoming dehydrated.

Cover Coughs and sneezes.

Clean hands with soap and water of an alcohol based hand rub often, especially
after using tissues and after coughing or sneezing into your hands.

If you are taking care of someone who has contracted H1N1 (Swine) flu, you should:

Avoid being face-to-face with the sick person. When holding a small child who is
sick, place his/her chin on your shoulder so that he/she will not cough in your face.
Make sure everyone in the household cleans their hands often, using soap and
water or an alcohol based hand rub.

Remind the patient to cover coughs and clean his/her hand with soap and water or
an alcohol based hand rub often, especially after coughing and/or sneezing.

Speak with the person’s health care provider about any special care that might be
needed, especially if the person is pregnant or has a health condition such as
diabetes, heart disease, asthma or emphysema.

Talk to your health care provider about taking antiviral medications, such as oseltami
vir (Tami flu®) or zanamivir (Relenza®) to prevent getting the flu.

Ask
the patient’s health care provider whether the patient should take antiviral medications.

Consider wearing a facemask or respirator when close contact is unavoidable.
Monitor yourself and household members for flu symptoms and contact a telephone
hotline or health care provider if symptoms occur.

Get medical care right away if the patient exhibits emergency warning signs.

33 | Page

 

 

 

EXHIBIT O

OCIP Manual

Not Applicable See Exhibit P

 

 

	 	 	 
	EXHIBIT P
	 	 
	 

	 	DATE (MM/DD/YY)
	CERTIFICATE OF LIABILITY INSURANCE

	 	4/11/2011

	 	 	 
	PRODUCER

Rooney Insurance Agency, Inc.
5601 South 122nd
East Avenue
 Tulsa, Oklahoma 74145 

PHONE NUMBER 

   918-582-0565 Fax No. 918-584-3129 

INSURED

Manhattan Construction Company

 2120 Montrose
Blvd.
 Houston, Texas
77006

	 	THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO
RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND
OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.

 INSURERS AFFORDING COVERAGE

INSURER A The Travelers Indemnity Company

INSURER B Travelers Property Casualty Company of America

INSURER C Westchester Fire Insurance Company

INSURER D American Guarentee & Liability Insurance Company

INSURER E Liberty Insurance Underwriters, Inc.

COVERAGES

THE POLICIES OF INSURANCE LISTED
BELOW HAVE BEEN ISSUED TO THE INSURED
NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY
REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH
RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE
INSURANCE AFFORDED BY THE POLICIES DESCRIBED
HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	INSUR	 	 	 	 	 	POLICY EFFECTIVE	 	POLICY EXPRATION	 	 	 
	LTR	 	TYPE OF INSURANCE	 	POLICY NUMBER	 	DATE (MM/DD/YY)	 	DATE (MM/DD/YY)	 	LIMITS	 
	 
	 	GENERAL LIABILITY	 	 	 	 	 	 	 	EACH OCCURRENCE	 	$	1,000,000	 
	A
	 	þ
COMMERCIAL GENERAL LIABILITY	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	o  CLAIMS MADE þ OCCUR.

o
o	 	VTC2KCO1098A840	 	10-1-10	 	10-1-11	 	FIRE  DAMAGE (Any one fire)	 	$	1,000,000	 
	 
	 	 	 	 	 	 	 	 	 	MED EXP (Any one person)	 	$	5,000	 
	 
	 	 	 	 	 	 	 	 	 	PERSONAL & ACV INJURY	 	$	1,000,000	 
	 
	 	 	 	 	 	 	 	 	 	GENERAL AGGREGATE	 	$	3,000,000	 
	 
	 		 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	POLICY o PROJECT þ LOC o	 	 	 	 	 	 	 	PRODUCTS-COMP/OP ACG	 	$	3,000,000	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	AUTOMOBILE LIABILITY	 	 	 	 	 	 	 	 	 	 	 	 
	B	 	þ ANY AUTO

þ ALL OWNED AUTOS	 	VTC2JCAP1098A852	 	10-1-10	 	10-1-11	 	COMEBINED SINGLE  LIMIT
 (Ex Accident)	 	$	1,000,000	 
	 
	 	þ SCHEDULED AUTOS

þ
HIRED AUTOS 
þ ON-OWNED  AUTOS	 	 	 	 	 	 	 	BODLY  INJURY 
(Per person)	 	 	 	 
	 
	 	o       GARAGE LIABILITY	 	 	 	 	 	 	 	 	 	$	 	 
	 
	 	o

o	 	 	 	 	 	 	 	BODLY INJURY
 (Per Accident)	 	$	 	 
	 
	 		 	 	 	 	 	 	 	PROPERTY DAMAGE 
(Per Accident)	 	$	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	EXCESS LIABILITY — Occurrence	 	 	 	 	 	 	 	 	 	 	 	 
	B
	 	Excess  of General, Auto & Employers 	 	VTSMJCUP1098A968     	 	10-1-10	 	10-1-11 	 	EACH OCCURRENCE	 	$	100,000,000	 
	C
	 	Excess of VTSMJCUP 1098A968	 	G22008924006          	 	10-1-10	 	10-1-11 	 	AGGREGATE	 	$	100,000,000	 
	D
	 	Excess of G22008924008	 	AEC3767527-10         	 	10-1-10	 	10-1-11	 	 	 	 	 	 
	E
	 	Excess of AEC3767527-10	 	EXCDA211625-4	 	10-1-10	 	10-1-11	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
		 	WORKERS COMPENSATION AND	 	VTC2JUB1098A803       	 	10-1-10	 	 	 	þ WC STATUTORY LIMITS  H-
ER	 	$	1,000,000	 
	A
	 	EMPLOYERS’ LIABILITY	 	 	 	 	 	 	 	ELEACH ACCIDENT	 	$	1,000,000	 
	 
	 	 	 	 	 	 	 	 	 	EL. DISEASE-POLICY LIMIT	 	$	1,000,000	 
	 
	 	 	 	 	 	 	 	 	 	EL. DISEASE-EACH EMPLOYEE
	 	$	1,000,000	 
	 	 	OTHER
	 	 	 	 	 	 	 	 	 	 	 	 

DESCRIPTION
OF OPERATIONS/LOCATION/VEHICLES/SPECIAL ITEMS

Re:
Baton Rouge Casino and Resort Job #024-2009-001 

Additional
Insured and Waiver of Subrogation Endorsements are included in favor
of PNK (Baton Rouge) Partnership as required by executed contract.

	 	 	 
	CERTIFICATE HOLDER

	 	CANCELLATION
	PNK (Baton Rouge) Partnership 

9555 Hillwood Drive

Suite 140

Las Vegas, NV 89134

	 	SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, ROONEY
INSURANCE AGENCY WILL MAIL BY CERTIFIED MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED
TO THE LEFT.
	 

	 	AUTHORIZED REPRESENTATIVE 

 

 

EXHIBIT P

Also see Amendment 1 to the Agreement for additional insurance coverage requirements.

 

 

EXHIBIT “Q”

5/11/2011

VALUE ENGINEERING LOG

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	Cost Included	 	 	 	 	 	 	A – Approved	 	 	 	 	 	 
	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	Sub Job #	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	Date	 	Resp	 	Notes
	 	 	Div. 2 — Sitework
(Div. 31, 32 & 33 — Earthwork, Exterior Improvements & Utilities)	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	001	 	02	 	Reduce LF Fire Loop at Site (Current 4,826 LF Incl.)
	 	$	313,690	 	 	 	 	 	 	P 	 	3/31/2011	 	ABMB	 	Open Status: Awaiting approval prior to reduction of LF
	002	 	02	 	Reduce
500 LF for 6′′ Irrigation Water Line (meter to be Close to River Road)
	 	$	27,000	 	 	$	(25,000	)	 	A	 	3/31/2011	 	ABMB	 	 
	003	 	02	 	Reduce Cost/Pole AL for Decorative Light Poles @ Elevated Rd. from $8,500 to $5,500
	 	$	552,500	 	 	$	(195,000	)	 	A	 	3/31/2011	 	MCC	 	65 Poles Included in Budget AL: MCC Verify original pole cost with specs issued in CD’s
	004	 	06	 	Delete Westside 400Ib rip-rap, replace w/conventional shoreblock
	 	$	304,500	 	 	$	(177,625	)	 	A	 	3/31/2011	 	MCC	 	 
	004A	 	06	 	Delete rip rap at T-wall and replace w/conventional shoreblock
	 	$	70,000	 	 	$	(35,035	)	 	A	 	4/20/2011	 	ABMB/MCC	 	 
	005	 	02	 	Delete Guest Parking Lot Type “A” Island Curb & Gutter, Landscaping & Irrigation. Extend Asphalt through Island (Confirm City Acceptance Asphalt in lieu C,G & I)
	 	 	 	 	 	 	 	 	 	NA	 	3/31/2011	 	 	 	Planning commission does not allow deletion of this item
	006	 	02	 	Delete Employee Parking Lot Type “B” Island 5” Wide Sitework & ADA Ramps.
	 	 	 	 	 	 	 	 	 	NA	 	3/31/2011	 	 	 	Planning commission does not allow deletion of this item
	007	 	02	 	Delete
Employee Parking Lot Type “A” Island @ West Side Curb & Gutter, Landscaping & Irrigation Extend Asphalt through island (Confirm City Acceptance Asphait in lieu C, G & I)
	 	 	 	 	 	 	 	 	 	NA	 	3/31/2011	 	 	 	Planning commission does not allow deletion of this item
	008	 	02	 	Delete Paved Gutter Pan Drain/Grate Flume Concrete (Sheet C16.4)
	 	 	 	 	 	 	 	 	 	NA	 	3/31/2011	 	 	 	Walks must remain as cannot delete
this item.
	009	 	02	 	Delete Site Concrete Flume rip-rap & use CIP Baffles
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	 	 	Open Status: Out of right of way areas
	010	 	02	 	Modify routing of sanitary sewer outfall piping
	 	$	162,500	 	 	$	(52,000	)	 	A	 	3/31/2011	 	ABMB	 	 
	 
	 	 	Div. 4 — Masonry	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	011	 	07	 	Decrease Interior CMU Partitions at Support Facility from 28’ to 10’ High
	 	$	204,960	 	 	 	 	 	 	P	 	3/31/2011	 	Manning	 	Deduct to Chain Link fence in lieu of CMU @ South Wall of Warehouse, 10-foot height CMU @  trash/chemical storage rooms with drywall top-out.
	 
	 	 	Div. 5 —
Metals	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	012	 	03	 	Eliminate Steel Supports for Privacy Screens at Roof Top at Casino
	 	$	165,060	 	 	$	(165,060	)	 	A	 	3/31/2011	 	Manning / Marnell	 	Straight Deduct: The 2-meal Screen wall needs to be reviewed.
	013	 	12	 	
Eliminate Steel Supports for Privacy Screens at Roof Top at Low Rise	 	$	86,180	 	 	$	(86,180	)	 	A	 	3/31/2011	 	Manning / Marnell	 	Straight Deduct
	012	 	03	 	Eliminate Privacy Screens at Roof Top of Casino, Paint MEP Equip.
	 	$	208,882	 	 	$	(168,882	)	 	A	 	3/31/2011	 	Manning / Marnell	 	Paint estimate based on the quantity of equipment.
	013	 	12	 	Eliminate Privacy Screens at Roof Top of Low Rise, Paint MEP Equip.
	 	$	107,725	 	 	$	(87,725	)	 	A	 	3/31/2011	 	Manning / Marnell	 	Paint estimate based on the quantity of equipment.
	014	 	03,12	 	Delete Drink Rail and LED Lighting at perimeter walkway guardrail except at the Promenade, Steakhouse and Feature Bar. Use recessed wall packs for Emergency Lighting
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Manning / Marnell	 	Currently using $250/LF: Review cost to delete the drink rail.

EXHIBIT “Q”
1 of 6

 

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	Cost Included	 	 	 	 	 	 	A-Approved	 	 	 	 	 	 
	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	Sub Job #	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	 	Date	 	 	Resp	 	Notes
	 	 	Div. 6 - MillWork	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	015	 	12	 	Delete oil
rubbed bronze at Promenade header and use bronze chem metal product
	 	$	399,500	 	 	$	(246,500	)	 	A	 	 	3/31/2011	 	 	Marnell	 	$18 / SF installed chem metal
	016	 	12	 	Simplify
Guardrail at Level 2 Promenade Bridge. Reduce allowance from $400/LF to $200/LF
	 	$	104,000	 	 	$	(52,000	)	 	A	 	 	3/31/2011	 	 	Marnell	 	$200 /LF allowance
	017	 	12	 	Delete Bronze Standing Seam Metal Roof at 2 Meal Entry and replace with painted metal
	 	$	141,400	 	 	$	(85,400	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Painted metal to look bronze
	018	 	12	 	Delete Bronze Standing Seam Metal Roof at GNG Entry and replace with painted metal
	 	$	101,505	 	 	$	(61,305	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Painted metal to look bronze
	019	 	12	 	Delete “Hopes” Bronze Storefront at Entry to 2 Meal and replace with standard bronze Aluminum Storefront
	 	$	122,720	 	 	$	(74,720	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Replace with bronze aluminum storefront for $300 / LF
	020	 	12	 	Glazing for
“Hopes” Bronze Storefront at Entry to 2 Meal
	 	$	199,200	 	 	$	(139,200	)	 	A	 	 	3/31/2011	 	 	Marnell	 	1/4" clear tempered glass & confirm meets applicable codes
	021	 	12	 	Operable “Garage Doors” at Entry to 2 Meal
	 	$	155,775	 	 	$	—	 	 	P 	 	 	3/31/2011	 	 	Marnell	 	Keep as an allowance: Wheel on door is NOT operable
	022	 	12	 	Delete “Hopes” Bronze Storefront at Entry to Grab N Go and replace with standard bronze Aluminum Storefront
	 	$	53,466	 	 	$	(33,366	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Replace with bronze aluminum storefront for $300 / LF
	023	 	12	 	Replace Red
Glazing for “Hopes” Bronze Storefront at Entry to Grab N Go to red united glass
	 	$	118,590	 	 	$	(93,465	)	 	A	 	 	3/31/2011	 	 	Marnell	 	1/4’ clear tempered glass (red tinted)
	024	 	12	 	Red Bronze Mullion Glass Interior Walls (4’ Knee Walls) at 2 Meal
	 	$	28,980	 	 	$	—	 	 	P 	 	 	3/31/2011	 	 	MCC	 	Clear Glass; No change
	025	 	12	 	Red Bronze Mullion Glass Interior Walls (12’ Full Ht Walls) at 2 Meal
	 	$	21,735	 	 	$	—	 	 	P 	 	 	3/31/2011	 	 	MCC	 	Clear Glass; No change
	026	 	12	 	Replace Glass
Countertops at Main Bars in 2 Meal with Stone (similar to back bar stone)
	 	 	 	 	 	 	 	 	 	P 	 	 	3/31/2011	 	 	Marnell	 	 
	027	 	12	 	Change Black Metal Column Wraps (formed) at Main Dining in Steakhouse to drywall wrap with metal cladding
	 	$	104,808	 	 	$	(40,308	)	 	A 	 	 	3/31/2011	 	 	Marnell	 	Change material to $10K per column installed — metal cladding on drywall (framed)
	028	 	12	 	Revise Black Metal Tie Back Rods and Trellis at Steakhouse to be wood/light ga metal frame to look like steel (powder coat)
	 	$	260,400	 	 	$	(100,000	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Revisit design and see if we can lighten the load as does not have to be metal: Price includes backup steel support
	029	 	12	 	Change Bronze Standing Seam Metal to paint grade metal at Entry to Steakhouse
	 	$	121,483	 	 	$	(25,000	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Provide paint grade metal roof
	030	 	12	 	Change Black Metal Buttress at Ceiling in Steakhouse to Wood Buttresses
	 	$	106,332	 	 	$	(46,332	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Change from metal to wood buttresses
	031	 	12	 	Delete Beveled/ Colored Glass Glazing System at Wine Storage and Restroom Wall at Steakhouse (Elev 8 & 9 22.001) and replace with Planked Wood with Pol Stl Straps (sim to 4/22.002)
	 	$	230,300	 	 	$	(46,240	)	 	A	 	 	3/31/2011	 	 	Marnell	 	 
	032	 	12	 	Glazing system with Black Mullions at Steakhouse Facade / Entry
	 	$	74,214	 	 	$	(23,814	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Change to wood system to look like metal
	033	 	12	 	Glazing system with Black Mullions at Steakhouse Entry
	 	$	35,340	 	 	$	(11,340	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Change to wood system to look like metal
	034	 	12	 	Wall Hung
Solid Surface Partitions / Pilasters w Wood doors at Public Restrooms 1166, 1167,1168 — $5,320/stall, reduce to
	 	$	47,889	 	 	$	(16,389	)	 	A	 	 	3/31/2011	 	 	CT	 	Propose going to full drywall front
with door, casing and stone Partitions
	035	 	03	 	Wall Hung Solid Surface Partitions / Pilasters w Wood Doors at Public Restrooms in Casino- $5,320/stall, reduce to $3,500/stall
	 	$	335,223	 	 	$	(114,723	)	 	A	 	 	3/31/2011	 	 	CT	 	Propose going to full drywall front with door, casing and stone partitions
	036	 	03	 	Use painted MDF at Casino Entry “Fluted” millwork at entry die wall / soffit at elev +24
	 	$	712,800	 	 	$	(421,200	)	 	A	 	 	1/31/2011	 	 	Marnell	 	Popular painted bronze applied to drywall framing to match columns USE WOOD LOOK VINYL WC (UP) Laminate (LOWER)
	037	 	03	 	Use painted MDF at Casino Entry “Fluted” False Beams at Columns
	 	$	712,800	 	 	$	(421,200	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Popular painted bronze applied to drywall framing to match columns
	038	 	03	 	Use painted MDF at Casino Entry “Fluted” False Beams at Casino Side
	 	$	801,900	 	 	$	(473,850	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Popular painted bronze applied to drywall framing to match columns
	039	 	03	 	Delete Casino Entry Bronze Column Front and Back and paint bronze
	 	$	180,000	 	 	$	(178,760	)	 	A	 	 	3/31/2011	 	 	Marnell	 	Popular painted bronze applied to drywall framing to match columns

Exhibit “Q”
2 of 6

 

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	Cost Included	 	 	 	 	 	 	A – Approved	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	 	Sub Job #	 	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	Date	 	Resp	 	Notes
	 	040	 	 	 	03	 	 	Utilize
Wood in lieu of Metal at Casino Entry 36.5′ Decorative Front (Cat Tail Design, Laser Cut)
	 	$	385,000	 	 	$	(135,000	)	 	A	 	3/31/2011	 	 	 	Wood frame with laser cat tail applied to frame? REDUCE THE 385K TO 250k ALLOWANCE
	 	041	 	 	 	03	 	 	Replace Stained Wood Beam, Various Height above Table Games in Casino to MDF box with wallcovering
	 	$	698,830	 	 	$	(610,830	)	 	A	 	3/31/2011	 	CT	 	Use MDF “boxes” with OFCI wood wallcovering in lieu of wood beams (no drywall framing). Note the ceiling area has been reduced on the new drawings
	 	042	 	 	 	03	 	 	Revise Millwork Paneling at High Limit Entry to applied moldling on veneer
	 	$	136,356	 	 	 	priced veneer	 	 	VOID	 	3/31/2011	 	CT	 	Applied molding on veneer
	 	043	 	 	 	03	 	 	Reduce petrified wood at entry into High Limit to only the (2) entrances. Delete petrified wood at cash cage and replace with wood paneling.
	 	$	134,700	 	 	$	(74,940	)	 	A	 	3/31/2011	 	CT	 	Delete petrified wood at facade and
cash cage, leaving (23) entrances with petrified wood (FRONT FACE ONLY). Replace with OFCI upholstery
	 	044	 	 	 	03	 	 	Decorative Polished Bronze Rail at Entry to High Limit
	 	$	44,356	 	 	 	 	 	 	NA	 	3/31/2011	 	 	 	Radius driving the cost of railing
	 	045	 	 	 	03	 	 	Wood Paneling with Leather Upholstery at Radius Room in High Limit
	 	$	147,229	 	 	 	priced veneer	 	 	P	 	3/31/2011	 	CT	 	Applied molding on veneer (Venetian
plaster w/ gold leaf?)
	 	046	 	 	 	03	 	 	Delete Wood Plank and Beam Ceiling at Slots in High Limit and replace with wallcovering
	 	$	153,428	 	 	$	(139,028	)	 	A	 	3/31/2011	 	CT	 	Alt. to deduct wood and use wallcovering at beams (NOTHING AT TABLES)
	 	047	 	 	 	03	 	 	Reduce cost for Decorative Metal Handrail at Buffet Houses / Servery from $750/IF to $250/IF in Buffet
	 	$	187,500	 	 	$	(125,000	)	 	A	 	3/31/2011	 	Marnell	 	$250 / LF installed — only rail at top and bottom, see new CD’s
	 	048	 	 	 	03	 	 	Reduce
cost for Queuing Rails (fixed) from $436/If to $250/If in Buffet
	 	$	76,300	 	 	$	(32,550	)	 	A	 	3/31/2011	 	Marnell	 	$250 / LF installed — only rail at top and bottom, see new CD’S
	 	049	 	 	 	03	 	 	Banquette Die-walls at Houses in Buffet and in general
	 	$	21,715	 	 	 	 	 	 	VOID	 	3/31/2011	 	 	 	Wall between by MCC
	 	050	 	 	 	03	 	 	10’ Oiled Black Glass Wall at Lighthouse (with operable doors) in Buffet
	 	$	119,000	 	 	$	(34,000	)	 	A	 	3/31/2011	 	Marnell	 	Change to wood system to look like metal
	 	051	 	 	 	03	 	 	10’ Oiled Black Glass Wall at Dining Areas (Houses) in Buffet
	 	$	350,000	 	 	$	(37,500	)	 	A	 	3/31/2011	 	Marnell	 	Change to wood system to look like metal
	 	052	 	 	 	03	 	 	10’ Oiled Black Glass Wall at Private Dining in Buffet
	 	$	84,000	 	 	$	(9,000	)	 	A	 	3/31/2011	 	Marnell	 	Change to wood system to look like metal
	 	053	 	 	 	03	 	 	Operable Doors at Dining Areas / Private Dining in Buffet
	 	$	34,529	 	 	$	—	 	 	P	 	3/31/2011	 	 	 	Leave as allowance
	 	054	 	 	 	03	 	 	12’ Oiled Black Glass Wall at Open Seating in Buffet
	 	$	74,200	 	 	$	(7,950	)	 	A	 	3/31/2011	 	Marnell	 	Change to wood system to look like metal
	 	055	 	 	 	03	 	 	7’ Oiled Black Glass Wall at Host Stand in Buffet
	 	$	18,620	 	 	$	(1,995	)	 	A	 	3/31/2011	 	Marnell	 	Change to wood system to look like metal
	 	056	 	 	 	03	 	 	Alternate Material for Ceiling Molding at VIP Lounge
	 	$	284,456	 	 	$	—	 	 	P	 	3/31/2011	 	CT	 	$284,456. total for ceilings —
cost includes faux finish GFRG to look like stain wood (Look at profiles for cost efficiency.)
	 	057	 	 	 	03	 	 	Replace Onyx Top at VIP Lounge Restroom Vanity with Granite
	 	$	10,514	 	 	$	(5,614	)	 	A	 	3/31/2011	 	CT	 	Vanity with standard granite top ($20 / SF material allowance for stone top)
	 	058	 	 	 	03	 	 	Delete Antique Ceiling at VIP Entry and replace with wallcovering
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	CT	 	Need direction from CD’s
	 	059	 	 	 	05	 	 	Replace Metal Grillwork at Fireplace in Hotel Lobby with Wood Scrollwork
	 	$	63,750	 	 	$	(18,750	)	 	A	 	3/31/2011	 	CT	 	Use laminated MDF in lieu of metal scrollwork
	 	060	 	 	 	05	 	 	Delete
6′ Wainscot at Hotel Level 1 Corridor and replace with wallcovering, base, chair and crown
	 	$	81,000	 	 	$	(68,760	)	 	A	 	3/31/2011	 	CT	 	Wood base, chair, crown
	 	061	 	 	 	05	 	 	Delete 6’ Wainscot at Hotel MPR and replace with wallcovering, base, chair and crown
	 	$	59,850	 	 	$	(48,098	)	 	A	 	3/31/2011	 	CT	 	 
	 	062	 	 	 	05	 	 	Verify Hotel Lobby at Level 2 Ceiling
	 	$	162,250	 	 	$	—	 	 	P	 	3/31/2011	 	MCC	 	Need more detail to define scope (Price new ceiling design.)
	 	063	 	 	 	12	 	 	Revise BOH Corridor wainscot from diamond plate to (3) ea 2x6 at Low Rise
	 	$	10,300	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / Manning	 	Need direction from CD’s
	 	064	 	 	 	.05	 	 	Revise BOH Corridor wainscot from diamond plate to (3) ea 2x7 at Hotel
	 	$	50,500	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / Manning	 	Need direction from CD’s
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div. 7 — Thermal and Moisture Protection	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	065	 	 	 	05	 	 	Delete Double Stud Exterior Framing at Hotel Column Pops Out by Changing Slab Edge Design above Level 2
	 	 	 	 	 	 	 	 	 	VOID	 	3/31/2011	 	 	 	No cost savings (Level 0-2 slab extensions underway.)
	 	066	 	 	 	03	 	 	Delete standing seam metal roof at Loading Dock to Levee
	 	$	60,140	 	 	$	(60,140	)	 	A	 	3/31/2011	 	Marnell / Manning	 	Straight deduct Explore Pre-fabricated Walkway & eliminate at roadway crosswalks
	 	067	 	 	 	12	 	 	Replace Composite Metal Panel at Radius Planter Wall with Corrugated Metal Panel
	 	$	38,220	 	 	$	(17,745	)	 	A	 	3/31/2011	 	Marnell / Manning	 	 
	 	068	 	 	 	12	 	 	Replace column wraps at Steakhouse Exterior with EIFS
	 	$	25,256	 	 	$	(7,216	)	 	A	 	3/31/2011	 	Marnell / Manning	 	 

Exhibit “Q”

3 of 6

 

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	Cost Included	 	 	 	 	 	 	A – Approved	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	 	Sub Job #	 	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	Date	 	Resp	 	Notes
	 	 	 	 	Div. 8 - Openings	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	069	 	 	 	05	 	 	Delete Green Screen System at Service Level of Hotel
	 	$	22,400	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	 
	 	070	 	 	 	12	 	 	Delete Louvers at Level 11.5 in the hotel and replace with EIFS
	 	$	87,573	 	 	$	(23,573	)	 	A	 	3/31/2011	 	Marnell / Manning	 	 
	 	071	 	 	 	04	 	 	Delete Glass at Levels 1, 2 & 3 at Elevator Connector and leave as open air
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / Manning	 	Need direction from CD’s
	 	072	 	 	 	04	 	 	Delete finishes at Level 1, 2 & 3 Elevator Connector Lobbies and leave as open air
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / Manning	 	Need direction from CD’s
	 	073	 	 	 	03	 	 	Reduce Glass Height at VIP Wall by 4’ 2” and replace with metal panels.
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / Manning	 	Need direction from CD’s
	 	074	 	 	 	05	 	 	Reduce Fixed Airfoil Louvers at Hotel Level 12
	 	$	132,847	 	 	 	 	 	 	VOID	 	3/31/2011	 	Marnell / Manning	 	Marnell to redesign
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div. 9 - Finishes	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	075	 	 	 	05	 	 	Deduct waterproofing at guestroom floors (waterproofing called out In specs)
	 	$	120,000	 	 	$	(120,000	)	 	A	 	3/31/2011	 	Manning	 	Straight deduct: This is every “wet” area
	 	076	 	 	 	05	 	 	Deduct epoxy grout at guestroom floors (epoxy called in specs)
	 	$	30,000	 	 	$	(30,000	)	 	A	 	3/31/2011	 	Manning	 	Straight deduct: Propose blended epoxy grout
	 	077	 	 	 	12	 	 	Deduct waterproofing at public area/BOH restroom floors at Low Rise
	 	$	10,190	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	 
	 	078	 	 	 	12	 	 	Deduct epoxy grout at public area/BOH restroom floors at Low Rise
	 	$	8,971	 	 	$	(8,971	)	 	A	 	3/31/2011	 	Manning	 	Straight deduct: Propose blended epoxy grout
	 	079	 	 	 	03	 	 	Deduct waterproofing at public area/BOH restroom floors at Casino
	 	$	20,410	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	 
	 	080	 	 	 	03	 	 	Deduct epoxy grout at public area/BOH restroom floors at Casino
	 	$	18,257	 	 	$	(18,257	)	 	A	 	3/31/2011	 	Manning	 	Straight deduct: Propose blended epoxy grout
	 	081	 	 	 	 	 	 	Add Schluter “tile ready” pan
	 	 	 	 	 	$	118,800	 	 	A	 	3/31/2011	 	Manning	 	 
	 	082	 	 	 	12	 	 	Delete Airfoil Sunscreens at Pedestrian Bridge
	 	$	267,600	 	 	$	(167,600	)	 	A	 	3/31/2011	 	Marnell	 	Straight deduct: Redesign will show 1/3 of the “foils” remaining
	 	083	 	 	 	12	 	 	Provide
 in lieu of stone wainscot at Pedestrian Bridge.
	 	$	63,560	 	 	 	 	 	 	P	 	3/31/2011	 	MCC	 	Price Porcelain Tile/Match floor in lieu of wallcovering
	 	084	 	 	 	12	 	 	Provide carpet border in lieu of stone border at Pedestrian Bridge
	 	$	21,470	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	Cost of OFCI Carpet
	 	085	 	 	 	12	 	 	Delete stone pilasters at promenade and add chem metal or resin panels at side of columns
	 	 	 	 	 	$	(200,000	)	 	A	 	3/31/2011	 	Marnell	 	Need column design for takeoff and
replacement material #: See highlighted drawings for intent of stone
& target $200K
	 	086	 	 	 	12	 	 	Reduce concrete tiles with Images at 2 meal (Currently have 450 SF in the budget — CD’s show more SF)
	 	$	56,000	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell / MCC	 	Need direction from CD’s
(Verify that the new design - budgeted footage.)
	 	087	 	 	 	03	 	 	Replace Casino Entry Antique Bronze Glass Tile at Casino Entry Column Sides with resin, paint of wallcovering
	 	$	53,460	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	Resin panels? Chem metal
alt. - $20 / SF installed (Review 

different material types (Custom Tile / Marnell Mat’l = $15 / SF)
	 	088	 	 	 	03	 	 	Delete
Casino Entry Structural Framing at Entry (Radiused 12” channel / Cross Member, Clad with Bronze to match columns) and add drywall box beams
	 	$	16,320	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	No steel beams: Drywall painted to match columns
	 	089	 	 	 	03	 	 	Delete Casino Entry bronze Cladding at Radiused Entry Steel and add paint
	 	$	68,000	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	No steel beams: Drywall painted to match columns
	 	090	 	 	 	03	 	 	Delete Casino Entry Structural Framing at “Octagon” Shapes
(C12x30, Clad with Bronze to match columns) and add drywall box beams
	 	$	28,000	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	No steel beams: Drywall painted to match columns

Exhibit “Q”

4 of 6

 

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	Cost included	 	 	 	 	 	 	A – Approved	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	 	Sub Job #	 	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	Date	 	Resp	 	Notes
	 	091	 	 	 	03	 	 	Delete Casino Entry Bronze Cladding at ‘Octagon” box beam and add paint
	 	$	100,000	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	No Steel beams: Drywall painted to match columns
	 	092	 	 	 	03	 	 	Replace 12"x12"x5" Hunter Douglas Open Grid Ceiling in Casino to 26"x26"x5" Open Grid
	 	$	556,800	 	 	$	(204,872	)	 	A	 	3/31/2011	 	CT	 	KHSS (26" x 26")
	 	093	 	 	 	03	 	 	Reduce petrified wood at entry into High Limit to only the (2) entrances. Delete petrified wood at cash cage.
	 	 	 	 	 	$	(88,600	)	 	A	 	3/31/2011	 	CT	 	Delete petrified wood at façade and cash cage, leaving (2) entrances with petrified wood. (Replace with ???)
	 	094	 	 	 	03	 	 	Replace $200 / SF material Hand Painted tile at Buffet Serving Line with $30 / SF material accent tile
	 	$	50,000	 	 	$	(40,000	)	 	A	 	3/31/2011	 	Marnell	 	$10K installed: Budgeted amount = 10% of the area
	 	095	 	 	 	03	 	 	Delete Wood Tile at Fish Camp Ceilings in Buffet (double up with Wood Flooring)
	 	 	 	 	 	$	(80,000	)	 	A	 	3/31/2011	 	Marnell	 	Double up in GMP
	 	096	 	 	 	03	 	 	Reduce wood flooring at Buffet and replace with carpet
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	 
	 	097	 	 	 	03	 	 	Delete Fireplace at Buffet, (Includes box and block)
	 	$	40,000	 	 	$	(25,000	)	 	A	 	3/31/2011	 	Marnell	 	Continue Millwork at Fireplace: Allowance of $15,000.
	 	098	 	 	 	03	 	 	Delete Fireplace façade at Buffet
	 	$	8,280	 	 	$	(8,280	)	 	A	 	3/31/2011	 	Marnell	 	 
	 	099	 	 	 	03	 	 	Replace T&G Wood Ceilings at Buffet Fish Camp with False Ceilings
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	Marnell	 	Need direction from CD's
	 	100	 	 	 	03	 	 	Delete Venetian Plaster at Feature Bar Walls and replace with FFE Mural
	 	$	11,664	 	 	$	(11,664	)	 	A	 	3/31/2011	 	CT	 	This will be an FF & E item.
	 	101	 	 	 	03	 	 	Alternate Wood grain Perforated Ceiling tile at MPR
	 	$	281,568	 	 	 	 	 	 	P	 	3/31/2011	 	CT	 	DESIGN TEAM TO PROVIDE SOME ALTERNATE MATERIALS (KHSS/ Baker to provide alternate material?)
	 	102	 	 	 	03	 	 	Alternate Wood grain Lay In Ceiling at Buffet Dining
	 	$	54,907	 	 	 	 	 	 	P	 	3/31/2011	 	CT	 	Alternate material that looks like wood?
	 	103	 	 	 	03	 	 	Delete Upgraded Framing at Stone Framed Openings (5#/SF) at Prefunction Service Bars
	 	$	4,095	 	 	$	(4,095	)	 	A	 	3/31/2011	 	CT	 	 
	 	104	 	 	 	03	 	 	Delete Stone Framed Openings at Portable Bars (2 openings) at Prefunction Service Bars
	 	$	46,800	 	 	 	 	 	 	P	 	3/31/2011	 	CT	 	Replace with Wood Frame (ADD BACK WOOD FRAME)
	 	105	 	 	 	05	 	 	Delete Venetian Plaster above wainscot at Hotel Level 1 Corridor and replace with wallcovering
	 	$	14,580	 	 	$	(12,150	)	 	A	 	3/31/2011	 	CT	 	 
	 	106	 	 	 	05	 	 	Delete Venetian Plaster above wainscot at Hotel Level 2 Lobby and replace with wallcovering
	 	$	18,000	 	 	$	(15,000	)	 	A	 	3/31/2011	 	CT	 	 
	 	107	 	 	 	05	 	 	Delete Venetian Plaster a Hotel Multi Purpose Room and replace with wallcovering
	 	$	21,546	 	 	$	(21,546	)	 	A	 	3/31/2011	 	CT	 	Wallcovering OFCI and cost in Div. 6 with the millwork change
	 	108	 	 	 	05	 	 	Replace $70 / SF (material) vanity accent tile in Suites with $20 / SF (material) tile
	 	$	225,000	 	 	$	(145,000	)	 	A	 	3/31/2011	 	CT	 	$80k — Installed
	 	109	 	 	 	05	 	 	Replace $60 / SF (material) glass tile at wet bar in Suites with $30 / SF (material) glass tile
	 	$	79,000	 	 	$	(33,000	)	 	A	 	3/31/2011	 	CT	 	$46k — Installed
	 	110	 	 	 	05	 	 	Reduce material allowance for Hotel Level 1 Lobby tile mural at Registration Desk from $75 / SF to $30 / SF
	 	$	25,000	 	 	$	(18,250	)	 	A	 	3/31/2011	 	CT	 	$11,500 — installed (Utilize a $60/sf material.)
	 	111	 	 	 	03	 	 	Delete ACT in Level 2 Storage Rooms
	 	 	 	 	 	$	(5,392	)	 	A	 	3/31/2011	 	 	 	Need direction from CD's
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div 10 - Specialties	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	112	 	 	 	03	 	 	Delete all code required / graphics at Casino
	 	$	122,947	 	 	$	(122,947	)	 	A	 	4/19/2011	 	MCC	 	Straight Deduct — TO BE OFOI, PURCHASE WITH ALL OTHER SIGNAGE
	 	113	 	 	 	04	 	 	Delete all code required / graphics at Garage
	 	$	62,241	 	 	$	(62,241	)	 	A	 	4/19/2011	 	MCC	 	Straight Deduct  TO BE OFOI, PURCHASE WITH ALL OTHER SIGNAGE
	 	114	 	 	 	05	 	 	Delete all code required / graphics at Hotel
	 	$	98,583	 	 	$	(98,583	)	 	A	 	4/19/2011	 	MCC	 	Straight Deduct — TO BE OFOI, PURCHASE WITH ALL OTHER SIGNAGE
	 	115	 	 	 	12	 	 	Delete all code required / graphics at Low Rise
	 	$	49,667	 	 	$	(49,667	)	 	A	 	4/19/2011	 	MCC	 	Straight Deduct — TO BE OFOI, PURCHASE WITH ALL OTHER SIGNAGE
	 	116	 	 	 	12	 	 	Delete all code required / graphics at Bridge
	 	$	6,351	 	 	$	(6,351	)	 	A	 	4/19/2011	 	MCC	 	Straight Deduct — TO BE OFOI, PURCHASE WITH ALL OTHER SIGNAGE
	 	117	 	 	 	07	 	 	Delete (4) OH Coiling Doors at Central Plant and replace with knock out panels
	 	$	48,000	 	 	 	 	 	 	P	 	3/31/2011	 	Manning	 	 

Exhibit “Q”

5 of 6

 

 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	STATUS CODE	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	Cost included	 	 	 	 	 	 	A – Approved	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	in Current	 	 	Estimated	 	 	NA – Not Approved	 	 	 	 	 	 
	Item #	 	 	Sub Job #	 	 	Scope Description	 	Budget	 	 	Potential Savings	 	 	P – Pending	 	Date	 	Resp	 	Notes
	 	 	 	 	Div. 11 - Equipment	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	118	 	 	 	03	 	 	Eliminate Service Dock Equipment at Casino
	 	$	50,000	 	 	$	(50,000	)	 	A	 	3/31/2011	 	MCC	 	Straight deduct
	 	119	 	 	 	05	 	 	Delete Fireplace at Hotel Lobby
	 	$	45,000	 	 	$	(22,500	)	 	A	 	3/31/2011	 	CT	 	Straight deduct
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div. 13 - Special Construction	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	120	 	 	 	05	 	 	Eliminate Water Feature
	 	$	100,000	 	 	$	(100,000	)	 	A	 	3/31/2011	 	Marnell / Manning	 	Propose water feature as an FF&E item.
	 	121	 	 	 	 	 	 	Eliminate Employee Walkway Structure at Support Facility to Levee, leave erosion control and slab on grade
	 	$	786,624	 	 	$	(411,416	)	 	A	 	3/31/2011	 	Marnell / Manning	 	Leave sitework and SOG: Explore Prefabricated Walkway - Target $30 / SF for Prefabricated Walkway
	 	122	 	 	 	 	 	 	Eliminate Public Parking Walkway at Garage
	 	$	607,999	 	 	$	(607,999	)	 	A	 	3/31/2011	 	Marnell / Manning	 	Eliminate covered walkway complete (incl. foundations, et. al.), except sidewalk
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div. 15 - Machanical (Div. 22 & 23 - Plumbing & Mechanical)	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	123	 	 	 	05	 	 	Alternate plumbing fixtures for the guestrooms
	 	$	—	 	 	$	(200,000	)	 	A	 	3/31/2011	 	MSA	 	Target Reduction: To be finalized after the model room review
	 	124	 	 	 	03, 05 & 12	 	 	Insulation Specification Changes — Possible use of Polyiso Insulation
	 	 	 	 	 	 	 	 	 	P	 	3/31/2011	 	MSA	 	 
	 	125	 	 	 	04	 	 	Reduce Qty of Interior Floor Drains throughout the garage
	 	$	60,000	 	 	 	 	 	 	P	 	3/31/2011	 	MSA	 	Discuss with the Design Team
	 	126	 	 	 	03 & 12	 	 	Eliminate Separate 140 & 120 Degree Domestic Water Loops, use local mining valves
	 	$	150,000	 	 	$	(100,000	)	 	A	 	3/31/2011	 	MSA	 	 
	 	127	 	 	 	03	 	 	Reduce Airflow Qty for Casino units from 42,000 cfm to 30,000 cfm
	 	$	400,000	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	This item will not be pursued per PNK.
	 	128	 	 	 	07	 	 	Eliminate Cooling Unit from Fire Pump Room at CEP
	 	$	10,000	 	 	$	—	 	 	NA	 	3/31/2011	 	 	 	Hughes will not allow this change.
	 	129	 	 	 	03 & 12	 	 	Change (4) sanitary lift station tanks to fiberglass in lieu of Highland (as specified)
	 	$	355,000	 	 	$	(155,000	)	 	A	 	3/31/2011	 	MSA	 	 
	 	130	 	 	 	03	 	 	HVAC Exhaust/Supply Requirements changes for Vessel Support/Generators
	 	$	200,000	 	 	$	(50,000	)	 	A	 	3/31/2011	 	MSA	 	MSA/MECC to review requirements
	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Div. 16 - Electrical (Div. 26 - Electrical)	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	131	 	 	 	12	 	 	Review / Reduce Interior Light fixture package at 2 Meal, Promenade and Steakhouse (ALTERNATE FIXTURES)
	 	 	 	 	 	$	(350,000	)	 	A	 	3/31/2011	 	IC	 	Total reduction for Wet Side is $1M. (Item #131 & #132)
	 	132	 	 	 	03	 	 	Review / Reduce Interior Light fixture package at Buffet, Public Restrooms. Poker, Feature Bar, High Limit (ALTERNATE FIXTURES)
	 	 	 	 	 	$	(650,000	)	 	A	 	3/31/2011	 	IC	 	Total reduction for Wet Side is $1M. (Item #131 & #132)
	 	133	 	 	 	05	 	 	Review / Reduce Interior Light fixture package at Hotel (ALTERNATE FIXTURES)
	 	 	 	 	 	$	(200,000	)	 	A	 	3/31/2011	 	IC	 	 
	 	134	 	 	 	05	 	 	Increase Exterior Light fixture spacing at West Elevation of Hotel (with above)
	 	 	 	 	 	 	 	 	 	See Items #133	 	3/31/2011	 	IC	 	 
	 	135	 	 	 	12	 	 	Increase Exterior Light fixture spacing at North Elevation of Low Rise (with above)
	 	 	 	 	 	 	 	 	 	See Item #131/132	 	3/31/2011	 	IC	 	 
	 	136	 	 	 	03	 	 	Reduce Specialty Lighting Allowance from $10 / SF to $5 / SF (Casino)
	 	$	994,210	 	 	$	(497,105	)	 	A	 	3/31/2011	 	IC	 	MCC Specialty SF Allowance
	 	137	 	 	 	12	 	 	Reduce Specialty Lighting Allowance from $10 / SF to $5 / SF (Low Rise)
	 	$	264,630	 	 	$	(132,315	)	 	A	 	3/31/2011	 	IC	 	MCC Specialty SF Allowance
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	Totals:
	 	$	17,858,906	 	 	$	(10,160,309	)	 	 	 	 	 	 	 	Target $8M
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

Exhibit “Q”

6 of 6

 

 

EXHIBIT “R”

5/11/2011

ALLOWANCES

PINNACLE ENTERTAINMENT BATON ROUGE SCHEME #6 PROGRAM

HOTEL & CASINO

	 	 	 	 	 	 	 	 	 
	ITEM #A-	 	 	DESCRIPTION	 	AMOUNT	 
	 	1	 	 	MCC has included an allowance to delete the structural steel framing and privacy screen meal wall panel at the roof top equipment on the low rise per VE Item #12 & #13 approved 3/31/2011. ($86,180. Div 5 & $107,725. Div. 7)	 	 	(173,905	)
	 	2	 	 	MCC has included an allowance to delete the structural steel framing and privacy screen metal wall panel at the roof top equipment on the casino per VE Item #12 & #13 approved 3/31/2011 ($165,060. Div. 5 & $208.882. Div. 7)	 	 	(333,942	)
	 	3	 	 	MCC has included an allowance to delete the standing seam metal roof at the podium service dock per VE Item #66 approved 3/31/2011	 	 	(60,140	)
	 	4	 	 	MCC has included an allowance to replace composite metal panels at radius planter wall with corrugated metal panels per VE Item #66 approved 3/31/2011	 	 	(17,745	)
	 	5	 	 	MCC has included an allowance to replace column wraps at Steakhouse exterior with EIFS per VE Item #68 approved 3/31/2011	 	 	(7,216	)
	 	6	 	 	MCC has included an allowance to delete louvers at Level 11.5 in the Hotel and replace with EIFS per VE Item #70 approved 3/31/2011	 	 	(23,573	)
	 	7	 	 	MCC has included an allowance to delete Airfoil Sunscreens at the Pedestrian Bridge per VE Item #82 approved 3/31/2011	 	 	(167,600	)
	 	8	 	 	Delete waterproofing at guestroom bathroom floors (waterproofing called out in specs) per VE Item #75 approved 3/31/2011	 	 	(120,000	)
	 	9	 	 	Delete requirement for epoxy grout at guestroom bathroom floors (epoxy called in specs) per VE Item #76 approved 3/31/2011	 	 	(30,000	)
	 	10	 	 	Delete requirement for epoxy grout at public area/BOH restroom floors at Low Rise per VE Item #78 approved 3/31/2011	 	 	(8,971	)
	 	11	 	 	Delete requirement for epoxy grout at public area/BOH restroom floors at Casino per VE Item #80 approved 3/31/2011	 	 	(18,257	)
	 	12	 	 	Add Schluter “Tile Ready” pan system at Hotel guestroom showers per VE Item #81 approved 3/31/2011	 	 	118,800	 
	 	13	 	 	MCC has included an allowance to reduce the millwork and theming scope of worK for the public areas of the hotel, low rise and casino by $4,054,127	 	 	(4,054,127	)
	 	14	 	 	MCC has included an allowance to reduce the tile / stone scope of work for the public areas of the hotel, low rise and casino.	 	 	(441,880	)
	 	15	 	 	MCC has included an allowance to replace $70/SF (material) vanity accent tile in Suites with $20/SF (material) tile per VE Item #108 approved 3/31/2011	 	 	(145,000)	 
	 	16	 	 	MCC has included an allowance to replace $60/SF (material) glass tile at wet bar in Suites with $30/SF (material) glass tile per VE Item #109 approved 3/31/2011	 	 	(33,000	)
	 	17	 	 	MCC has included an allowance to reduce the Hotel Level 1 Lobby Registration Desk tile mural from $75/SF (material) to $30/SF (material) per VE Item #110 approved 3/31/2011	 	 	(18,250	)
	 	18	 	 	MCC has included an allowance to replace the Casino area 12"xl2"x5" Hunter Douglas open grid ceiling with 26"x26"x5" open grid ceiling per VE Item #92 approved 3/31/2011	 	 	(204,872	)
	 	19	 	 	MCC has included an allowance to delete the Casino Feature Bar venetian plaster walls and replace with an OFOI FFE mural per VE Item #100 approved 3/31/2011	 	 	(11,664	)
	 	20	 	 	MCC has included an allowance to delete the venetian plaster above the wainscot at the Hotel Level 1 Corridor and replace with OFCI wall covering per VE Item #105 approved 3/31/2011	 	 	(12,150	)

 

1 of 4

 

EXHIBIT “R”

5/11/2011

ALLOWANCES

PINNACLE ENTERTAINMENT BATON ROUGE SCHEME #6 PROGRAM

HOTEL & CASINO

	 	 	 	 	 	 	 	 	 
	ITEM #A-	 	 	DESCRIPTION	 	AMOUNT	 
	 	21	 	 	MCC has included an allowance to delete the venetian plaster above the wainscot at the Hotel Level 2 Lobby and replace with OFCI wall covering per VE item #106 approved 3/31/2011	 	 	(15,000	)
	 	22	 	 	MCC has included an allowance to delete the venetian plaster at the Hotel Multi- Purpose Room and replace with OFCI wall covering per VE Item #107 approved 3/31/2011	 	 	(21,546	)
	 	23	 	 	MCC has included an allowance of $175/SF for the Hotel Sundries Shop interior finishes.	 	 	148,575	 
	 	24	 	 	MCC has included an allowance to delete all Casino code required way finding graphics per VE Item #112 approved 4/19/2011	 	 	(122,947	)
	 	25	 	 	MCC has included an allowance to delete all Parking Garage and Connector code required way finding graphics at Garage per VE Item #113 approved 4/19/2011	 	 	(62,241	)
	 	26	 	 	MCC has included an allowance to delete all Hotel code required way finding graphics per VE Item #114 approved 4/19/2011	 	 	(98,583	)
	 	27	 	 	MCC has included an allowance to delete all Low Rise Podium code required way finding graphics per VE Item #115 approved 4/19/2011	 	 	(49,667	)
	 	28	 	 	MCC has included an allowance to delete all Pedestrian Bridge code required way finding graphics per VE Item #116 approved 4/19/2011	 	 	(6,351	)
	 	29	 	 	MCC has included an allowance for the Support Facility loading dock equipment.	 	 	50,000	 
	 	30	 	 	MCC has included an allowance for upgrading the Low Rise Podiurn feature tower.	 	 	100,000	 
	 	31	 	 	MCC has included an allowance to delete the Low Rise Podium / Casino service dock equipment per VE Item #118 approved 3/31/2011	 	 	(50,000	)
	 	32	 	 	MCC has included an allowance to delete the Hotel Lobby 2 sided fireplace and replace with a 1 sided fireplace per VE Item #119 approved 3/31/2011	 	 	(22,500	)
	 	33	 	 	MCC has included an allowance for the food service equipment ($5,096,465.) and the beverage conduits ($120,000.).	 	 	5,216,465	 
	 	34	 	 	MCC has included an allowance to delete the surface parking lot / parking garage open air public walkway per VE Item #122 approved 3/31/2011.	 	 	(607,999	)
	 	35	 	 	MCC has included an allowance to utilize a prefabricated aluminum awning with a 5” slab-on-grade for the employee walkway per VE Item #121 approved 3/31/2011	 	 	(411,416	)
	 	36	 	 	MCC has included an allowance to eliminate the Hotel roof top pool area water feature per VE Item #120 approved 3/31/2011	 	 	(100,000	)
	 	37	 	 	MCC has included an allowance for the Hotel roof top pool bar millwork, stone tops and MEP equipment. (The kitchen equipment is included in Allowance Item #033.)	 	 	100,000	 
	 	38	 	 	MCC has included an allowance for the installation of the casino vessel hull paddlewheel	 	 	15,000	 
	 	39	 	 	MCC has included an allowance of $15,000 ($5,000 for 3 doors) for custom etching at the Hotel Level 53 passenger elevator hallway doors.	 	 	15,000	 
	 	40	 	 	MCC has included an allowance of $22,500 for temporary work platforms to be
installed and removed within the hoist ways for elevator equipment installation access at the tops of the shafts prior to the
shaft enclosure as required by the GEN2 elevators that have been specified. (4 EA @ Casino / 2 EA @ Podium / 2 EA @ PG)	 	 	22,500	 

 

2 of 4

 

EXHIBIT “R”

5/11/2011

ALLOWANCES

PINNACLE ENTERTAINMENT BATON ROUGE SCHEME #6 PROGRAM

HOTEL & CASINO

	 	 	 	 	 	 	 	 	 
	ITEM #A-	 	 	DESCRIPTION	 	AMOUNT	 
	 	41	 	 	MCC has included and allowance of $15,000 / EA for the three Casino passenger elevator cab flooring, ceiling, rear wall and side wall interior finishes.	 	 	45,000	 
	 	42	 	 	MCC has included and allowance of $15,000 / EA for the three Hotel passenger elevator cab flooring, ceiling, rear wall and side wall interior finishes.	 	 	45,000	 
	 	43	 	 	MCC has included and allowance of $15,000 / EA for the four Parking Garage Connector passenger elevator cab flooring, ceiling, rear wall and side wall interior finishes.	 	 	60,000	 
	 	44	 	 	MCC has included and allowance of $15,000 / EA for the one Pedestrian Bridge passenger elevator cab flooring, ceiling, rear wall and side wall interior finishes.	 	 	15,000	 
	 	45	 	 	MCC has included an allowance for the casino vessel basin make-up water system.	 	 	100,000	 
	 	46	 	 	MCC has included an allowance for the low rise podium grease tanks and sewage lift station tanks including all pumps and controls. This allowances does not include the costs for any additional structural steel or supports required for supporting / hanging these tanks from the Low Rise Podium and / or Vessel structural steel. ($170,000. Casino & $225,000. Podium)	 	395,000	 
	 	47	 	 	MCC has included an allowance to utilize alternate plumbing fixture manufacturers at the Hotel per VE Item #123 approved 3/31/2011.	 	 	(200,000	)
	 	48	 	 	MCC has included an allowance to modify the 140 degree hot water loop design by modifying the pipe routing and utilizing local mixing valves to provide 120 degree domestic hot water at the required points of use at the Low Rise podium and Casino per VE Item #126 approved 3/31/2011. ($50,000. Casino & $50,000. Podium)	 	 	(100,000	)
	 	49	 	 	MCC has included an allowance for the Casino Vessel Support Generator(s) HVAC Exhaust / Supply requirement changes per VE Item #130 approved 3/31/2011	 	 	(50,000	)
	 	50	 	 	MCC has included an allowance of $375,000. for all landscape lighting and the OFOI site signage lighting.	 	 	375,000	 
	 	51	 	 	MCC has included an allowance to reduce the Levee elevated road sixty-five (65 EA) each decorative light pole unit cost from $8,500. / EA to $5,500. / EA per VE Item #003 approved 3/31/2011.	 	 	(195,000	)
	 	52	 	 	MCC has included an allowance to reduce the Podium interior light fixture package at the 2 Meal, Promenade and Steakhouse (ALTERNATE FIXTURES) per VE Item #131 approved 3/31/2011.	 	 	(350,000	)
	 	53	 	 	MCC has included an allowance to reduce the Casino interior light fixture package at the Buffet, Public Restrooms, Poker, Feature Bar and High Limit (ALTERNATE FIXTURES) per VE Item #132  approved 3/31/2911.	 	 	(650,000	)
	 	54	 	 	MCC has included an allowance to reduce the interior light fixture package at the Hotel (ALTERNATE FIXTURES) per VE Item #133 approved 3/31/2011.	 	 	(200,000	)
	 	55	 	 	MCC has included an allowance to reduce the Casino specialty lighting allowance from $10/SF to $5/SF per VE Item #136 approved 3/31/2011.	 	 	(497,105	)
	 	56	 	 	MCC has included an allowance to reduce the Podium specialty lighting allowance from $10/SF  to $5/SF per VE Item #137 approved 3/31/2011.	 	 	(132,315	)
	 	57	 	 	MCC has included an allowance of $942,486. for the low voltage data and
communication wiring, backbone and cover plates. All equipment is OFOI including main phone switch, devices and
computers. ($409,823. Vessel / $6,192. PG & Connector/ $345,041. Hotel / $50,738. Central  Plant & Support Facility / $99,333.
Podium / $31,360. Pedestrian Bridge)	 	 	942,486	 

 

3 of 4

 

EXHIBIT “R”

5/11/2011

ALLOWANCES

PINNACLE ENTERTAINMENT BATON ROUGE SCHEME #6 PROGRAM

HOTEL & CASINO

	 	 	 	 	 	 	 	 	 
	ITEM #A-	 	 	DESCRIPTION	 	AMOUNT	 
	 	58	 	 	MCC has included an allowance of $767,429. for the low voltage audio visual and
background music / paging system wiring, backbone and speakers. All equipment is OFOI including theatrical lighting, light trusses,
local venue sound system, multi-purpose room sound system, suite local sound system, overhead projectors / screens and visual
display / reader boards.($327,858. Vessel / $6,192. PG & Connector/ $197,166. Hotel / $25,369. Central Plant &
Support Facility/ $132,444. Podium / $78,400. Pedestrian Bridge)	 	 	767,429	 
	 	59	 	 	MCC has included an allowance of $3,075,092.
for the low voltage security and surveillance system wiring, backbone and OFCI camera installation / positioning. All surveillance
equipment is OFOI except for the cameras. The cameras are OFCI. The Hotel key / suite corridor entry door locking system is OFOI.
($2,458,935. Vessel / $90,186. PG & Connector/ $295,749. Hotel / $50,738. Central Plant & Support Facility / $132,444.
Podium / $47,040. Pedestrian Bridge)	 	 	3,075,092	 
	 	60	 	 	MCC has included an allowance of $100,000. for the proposed Amphitheater electrical and low-voltage services.	 	 	100,000	 
	 	61	 	 	MCC has included an allowance of $25,000. for the Hotel 2,000 gallon grease trap.	 	 	25,000	 
	 	62	 	 	MCC has included an allowance to reduce the 6” irrigation water main by 500 LF per VE Item #002 approved 3/31/11.	 	 	(25,000	)
	 	63	 	 	MCC has included the cost to utilize shoreblock in lieu of 400# rip rap at the Casino basin T-wall specified by the ACOE per VE Item #004 approved 3/31/2011.	 	 	(177,625	)
	 	64	 	 	MCC has included the cost to utilize shoreblock in lieu of the specified rip rap behind the T-wall per VE Item 005 approved 4/20/2011.	 	 	(35,035	)
	 	65	 	 	MCC has included an allowance of $100,000 to mill / overlay the existing River Road asphalt from Gardere to the new Central Plant.	 	 	100,000	 
	 	66	 	 	MCC has included an allowance to reduce the linear footage of the site sanitary sewer lateral piping by 800 LF per VE Item #10 approved 3/31/2011.	 	 	(52,000	)
	 	67	 	 	MCC has included an allowance of 16,285 tons of asphalt at a unit price of $125. per ton for the site parking lot and drive lane asphalt. 	 	 	2,035,625	 

 

4 of 4

 

EXHIBIT “S”

5/11/2011

BACK OF HOUSE FINISH SCHEDULE

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

CASINO — BOH

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Flooring (sf)	 	 	Base (If)	 	 	Walls (sf)	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Install	 	 	Sealed	 	 	 	 	 	 	Raised	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Tile	 	 	 	 	 	 	 
	 	 	Area	 	 	UoM	 	Perimeter	 	 	UoM	 	Carpet (sy)	 	 	Concrete	 	 	Stonhard	 	 	Floor w VCT	 	 	VCT	 	 	Tile	 	 	Vinyl	 	 	Tile	 	 	FRP	 	 	Wainscot	 	 	ACT	 	 	Washable	 
	1120 BOH Circ
	 	 	271	 	 	SF	 	 	66	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	271	 	 	 	 	 	 	 	66	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	271	 	 	 	 	 
	1135 Main Kitchen
	 	 	121	 	 	SF	 	 	44	 	 	LF	 	 	 	 	 	 	 	 	 	 	121	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	44	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	121	 
	1136 BOH Circulation
	 	 	489	 	 	SF	 	 	141	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	489	 	 	 	 	 	 	 	141	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	489	 	 	 	 	 
	1144 Employee Entry
	 	 	118	 	 	SF	 	 	45	 	 	LF	 	 	 	 	 	 	118	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	45	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	118	 	 	 	 	 
	1145 Janitor
	 	 	76	 	 	SF	 	 	36	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	76	 	 	 	 	 	 	 	36	 	 	 	144	 	 	 	 	 	 	 	 	 	 	 	 	 
	1148 Service Bar
	 	 	375	 	 	SF	 	 	118	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	375	 	 	 	 	 	 	 	118	 	 	 	 	 	 	 	 	 	 	 	375	 	 	 	 	 
	1149 Data
	 	 	101	 	 	SF	 	 	41	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	101	 	 	 	 	 	 	 	41	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	101	 	 	 	 	 
	1150 Office
	 	 	93	 	 	SF	 	 	39	 	 	LF	 	 	10	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	39	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	93	 	 	 	 	 
	1151 Slot
	 	 	589	 	 	SF	 	 	101	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	589	 	 	 	 	 	 	 	101	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	589	 	 	 	 	 
	1153 Cage
	 	 	837	 	 	SF	 	 	162	 	 	LF	 	 	93	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	162	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	837	 	 	 	 	 
	1154 Credit
	 	 	116	 	 	SF	 	 	43	 	 	LF	 	 	13	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	43	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	116	 	 	 	 	 
	1155 Room
	 	 	72	 	 	SF	 	 	34	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 	 	 	34	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 
	1174 Janitor
	 	 	64	 	 	SF	 	 	34	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	64	 	 	 	 	 	 	 	34	 	 	 	136	 	 	 	 	 	 	 	 	 	 	 	 	 
	1176/79 Service Bar
	 	 	552	 	 	SF	 	 	133	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	552	 	 	 	 	 	 	 	133	 	 	 	 	 	 	 	 	 	 	 	552	 	 	 	 	 
	1177 Data
	 	 	74	 	 	SF	 	 	35	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	74	 	 	 	 	 	 	 	35	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	74	 	 	 	 	 
	1178 Data
	 	 	99	 	 	SF	 	 	40	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	99	 	 	 	 	 	 	 	40	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	99	 	 	 	 	 
	1183 Service Bar
	 	 	287	 	 	SF	 	 	69	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	287	 	 	 	 	 	 	 	69	 	 	 	 	 	 	 	 	 	 	 	287	 	 	 	 	 
	1186 Janitor
	 	 	54	 	 	SF	 	 	33	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	54	 	 	 	 	 	 	 	33	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1188 Data
	 	 	96	 	 	SF	 	 	40	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	96	 	 	 	 	 	 	 	40	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	96	 	 	 	 	 
	1189 Room
	 	 	78	 	 	SF	 	 	35	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	78	 	 	 	 	 	 	 	35	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	78	 	 	 	 	 
	1191 Office
	 	 	539	 	 	SF	 	 	132	 	 	LF	 	 	60	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	132	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	539	 	 	 	 	 
	1192 Storage
	 	 	93	 	 	SF	 	 	39	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	93	 	 	 	 	 	 	 	39	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1199 Electrical
	 	 	103	 	 	SF	 	 	43	 	 	LF	 	 	 	 	 	 	103	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	43	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2108 Storage
	 	 	975	 	 	SF	 	 	147	 	 	LF	 	 	 	 	 	 	975	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	147	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2109 Mech
	 	 	407	 	 	SF	 	 	89	 	 	LF	 	 	 	 	 	 	407	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	89	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2110 Security
	 	 	437	 	 	SF	 	 	84	 	 	LF	 	 	49	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	84	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	437	 	 	 	 	 
	2111 Head Security
	 	 	215	 	 	SF	 	 	62	 	 	LF	 	 	24	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	62	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	215	 	 	 	 	 
	2112 BOH Circ
	 	 	1,190	 	 	SF	 	 	254	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,190	 	 	 	 	 	 	 	254	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,190	 	 	 	 	 
	2112 BOH Circ
	 	 	8,580	 	 	SF	 	 	1,739	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	8,580	 	 	 	 	 	 	 	1,739	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	8,580	 	 	 	 	 
	2113 Data/UPS
	 	 	668	 	 	SF	 	 	105	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	668	 	 	 	 	 	 	 	105	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	668	 	 	 	 	 
	2115 Room
	 	 	117	 	 	SF	 	 	45	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	117	 	 	 	 	 	 	 	45	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	117	 	 	 	 	 
	2116 Room
	 	 	636	 	 	SF	 	 	103	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	636	 	 	 	 	 	 	 	103	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	636	 	 	 	 	 
	2118 BOH
	 	 	822	 	 	SF	 	 	122	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	822	 	 	 	 	 	 	 	122	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	822	 	 	 	 	 
	2119 Storage
	 	 	156	 	 	SF	 	 	59	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	156	 	 	 	 	 	 	 	59	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2120 Audit
	 	 	107	 	 	SF	 	 	42	 	 	LF	 	 	12	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	42	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	107	 	 	 	 	 
	2121 State Police
	 	 	289	 	 	SF	 	 	72	 	 	LF	 	 	32	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	289	 	 	 	 	 
	2122 Trooper
	 	 	106	 	 	SF	 	 	41	 	 	LF	 	 	12	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	41	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	106	 	 	 	 	 
	2123 Employee Control
	 	 	266	 	 	SF	 	 	70	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	266	 	 	 	 	 	 	 	70	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	266	 	 	 	 	 
	2124 BOH
	 	 	327	 	 	SF	 	 	76	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	327	 	 	 	 	 	 	 	76	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	327	 	 	 	 	 
	2125 Security Dispatch
	 	 	212	 	 	SF	 	 	63	 	 	LF	 	 	24	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	63	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	212	 	 	 	 	 
	2130 Room
	 	 	167	 	 	SF	 	 	59	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	167	 	 	 	 	 	 	 	59	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	167	 	 	 	 	 
	2131 Room
	 	 	82	 	 	SF	 	 	36	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	82	 	 	 	 	 	 	 	36	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	82	 	 	 	 	 
	2132 AV
	 	 	1,285	 	 	SF	 	 	149	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,285	 	 	 	 	 	 	 	149	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,285	 	 	 	 	 

 

1 of 3

 

EXHIBIT “S”

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Flooring (sf)	 	 	Base (If)	 	 	Walls (sf)	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Install	 	 	Sealed	 	 	 	 	 	 	Raised	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Tile	 	 	 	 	 	 	 
	 	 	Area	 	 	UoM	 	Perimeter	 	 	UoM	 	Carpet (sy)	 	 	Concrete	 	 	Stonhard	 	 	Floor w VCT	 	 	VCT	 	 	Tile	 	 	Vinyl	 	 	Tile	 	 	FRP	 	 	Wainscot	 	 	ACT	 	 	Washable	 

	2133 Surveillance
	 	 	1,441	 	 	SF	 	 	159	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,441	 	 	 	 	 	 	 	 	 	 	 	159	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,441	 	 	 	 	 
	2134 BOH RAMP
	 	 	143	 	 	SF	 	 	72	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	143	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	143	 	 	 	 	 
	2135 Training
	 	 	1,085	 	 	SF	 	 	151	 	 	LF	 	 	121	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	151	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,085	 	 	 	 	 
	2136 G Room
	 	 	160	 	 	SF	 	 	59	 	 	LF	 	 	18	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	59	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	160	 	 	 	 	 
	2138 Bar Storage
	 	 	889	 	 	SF	 	 	145	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	889	 	 	 	 	 	 	 	145	 	 	 	 	 	 	 	 	 	 	 	889	 	 	 	 	 
	2139 IT
	 	 	884	 	 	SF	 	 	135	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	884	 	 	 	 	 	 	 	 	 	 	 	135	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	884	 	 	 	 	 
	2140 BOH
	 	 	689	 	 	SF	 	118	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	689	 	 	 	 	 	 	 	118	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	689	 	 	 	 	 
	2143 Storage
	 	 	850	 	 	SF	 	 	124	 	 	LF	 	 	 	 	 	 	850	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	124	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2147 Storage
	 	 	888	 	 	SF	 	 	132	 	 	LF	 	 	 	 	 	 	888	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	132	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2149 Room
	 	 	173	 	 	SF	 	 	55	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	173	 	 	 	 	 	 	 	55	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	173	 	 	 	 	 
	2152 Room
	 	 	59	 	 	SF	 	 	34	 	 	LF	 	 	7	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	34	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	59	 	 	 	 	 
	2153 AV Storage
	 	 	72	 	 	SF	 	 	35	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 	 	 	35	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	72	 	 	 	 	 
	2154 Banquet Kitchen
	 	 	2,357	 	 	SF	 	 	252	 	 	LF	 	 	 	 	 	 	 	 	 	 	2,357	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	252	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	2,357	 
	2155 Room
	 	 	717	 	 	SF	 	 	116	 	 	LF	 	 	 	 	 	 	 	 	 	 	717	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	116	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	717	 
	2163 Dir F&B
	 	 	202	 	 	SF	 	 	57	 	 	LF	 	 	22	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	57	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	202	 	 	 	 	 
	2164 Dir Slots
	 	 	169	 	 	SF	 	 	53	 	 	LF	 	 	19	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	53	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	169	 	 	 	 	 
	2165 F&B Offices
	 	 	705	 	 	SF	 	 	112	 	 	LF	 	 	78	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	112	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	705	 	 	 	 	 
	2166 Slot/Tables
	 	 	801	 	 	SF	 	 	152	 	 	LF	 	 	89	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	152	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	801	 	 	 	 	 
	2167 MKTG Storage
	 	 	312	 	 	SF	 	 	77	 	 	LF	 	 	35	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	77	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2168 Tables
	 	 	176	 	 	SF	 	 	54	 	 	LF	 	 	20	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	54	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	176	 	 	 	 	 
	2169 Green Room
	 	 	168	 	 	SF	 	 	61	 	 	LF	 	 	19	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	61	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	168	 	 	 	 	 
	2170 Green Rom Toilet
	 	 	49	 	 	SF	 	 	28	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	49	 	 	 	 	 	 	 	28	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2171 Storage
	 	 	284	 	 	SF	 	 	69	 	 	LF	 	 	 	 	 	 	284	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	69	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2172 Vestibule
	 	 	256	 	 	SF	 	 	71	 	 	LF	 	 	28	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	71	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	256	 	 	 	 	 
	2175 EDR
	 	 	3,305	 	 	SF	 	 	300	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	3,305	 	 	 	 	 	 	 	300	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	3,305	 	 	 	 	 
	2176 EDR Kitchen
	 	 	1,018	 	 	SF	 	 	184	 	 	LF	 	 	 	 	 	 	 	 	 	 	1,018	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	184	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,018	 
	2177 Room
	 	 	127	 	 	SF	 	 	45	 	 	LF	 	 	 	 	 	 	 	 	 	 	127	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	45	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	127	 
	2178 Mens Toilet
	 	 	293	 	 	SF	 	 	90	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	293	 	 	 	 	 	 	 	 	 	 	 	540	 	 	 	 	 	 	 	 	 	 	 	 	 
	2179 Womens Toilet
	 	 	305	 	 	SF	 	 	93	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	305	 	 	 	 	 	 	 	 	 	 	 	558	 	 	 	 	 	 	 	 	 	 	 	 	 
	2180 Team Lounge
	 	 	494	 	 	SF	 	 	100	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	494	 	 	 	 	 	 	 	100	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	494	 	 	 	 	 
	2182 Conference
	 	 	288	 	 	SF	 	 	68	 	 	LF	 	 	32	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	68	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	288	 	 	 	 	 
	2183 Dir MKTG
	 	 	174	 	 	SF	 	 	54	 	 	LF	 	 	19	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	54	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	174	 	 	 	 	 
	2184 MKTG
	 	 	2,804	 	 	SF	 	 	332	 	 	LF	 	 	312	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	332	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	2,804	 	 	 	 	 
	2185 Dir MKTG
	 	 	176	 	 	SF	 	 	55	 	 	LF	 	 	20	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	55	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	176	 	 	 	 	 
	2186 VIP Terrace
	 	 	1,797	 	 	SF	 	 	199	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	199	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,797	 	 	 	 	 
	2189 Storage
	 	 	81	 	 	SF	 	 	37	 	 	LF	 	 	 	 	 	 	81	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	37	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2190 Room
	 	 	230	 	 	SF	 	 	62	 	 	LF	 	 	26	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	62	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	230	 	 	 	 	 
	2191 Vessel Support
	 	 	1,557	 	 	SF	 	 	226	 	 	LF	 	 	 	 	 	 	1,557	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	226	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,557	 	 	 	 	 
	2194 Employee Terrace
	 	 	1,518	 	 	SF	 	 	163	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	163	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,518	 	 	 	 	 
	2196 AGM
	 	 	206	 	 	SF	 	 	58	 	 	LF	 	 	23	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	58	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	206	 	 	 	 	 
	2197 Conference
	 	 	289	 	 	SF	 	 	71	 	 	LF	 	 	32	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	71	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	289	 	 	 	 	 
	2198 Special Event
	 	 	193	 	 	SF	 	 	57	 	 	LF	 	 	21	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	57	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	193	 	 	 	 	 
	2199 GM
	 	 	285	 	 	SF	 	 	66	 	 	LF	 	 	32	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	66	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	285	 	 	 	 	 
	2200 Office
	 	 	320	 	 	SF	 	 	73	 	 	LF	 	 	36	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	73	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	320	 	 	 	 	 
	2201 Generator
	 	 	880	 	 	SF	 	 	119	 	 	LF	 	 	 	 	 	 	880	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	119	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	2202 Green Room Toilet
	 	 	54	 	 	SF	 	 	30	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	54	 	 	 	 	 	 	 	30	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Folding Door Storage
	 	 	212	 	 	SF	 	 	104	 	 	LF	 	 	 	 	 	 	212	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	104	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	TOTAL CASINO BOH
	 	 	52,476	 	 	 	 	 	9,827	 	 	 	 	 	1,334	 	 	 	6,355	 	 	 	4,340	 	 	 	2,468	 	 	 	20,991	 	 	 	2,998	 	 	 	9,018	 	 	 	626	 	 	 	280	 	 	 	1,098	 	 	 	42,000	 	 	 	4,340	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

 

2 of 3

 

EXHIBIT “S”

5/11/2011

BACK OF HOUSE FINISH SCHEDULE

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

LOW RISE BACK OF HOUSE

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Flooring (sf)	 	 	Base	 	 	 	 	 	 	Walls (sf )	 	 	Ceilings	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Diamond	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Plate w	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Install	 	 	Sealed	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	2x6	 	 	Tile	 	 	 	 	 	 	 
	 	 	Area	 	 	UoM	 	Perimeter	 	 	UoM	 	Carpet (sy)	 	 	Concrete	 	 	Stonhard	 	 	VCT	 	 	Tile	 	 	Vinyl	 	 	FRP	 	 	top/bot	 	 	Wainscot	 	 	ACT	 	 	Washable	 
	1103 Storage
	 	 	297	 	 	SF	 	 	77	 	 	LF	 	 	33	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	77	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1104 Office
	 	 	318	 	 	SF	 	 	80	 	 	LF	 	 	35	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	80	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	318	 	 	 	 	 
	1108 3 Meal Kitchen
	 	 	2,297	 	 	SF	 	 	212	 	 	LF	 	 	 	 	 	 	 	 	 	 	2,297	 	 	 	 	 	 	 	 	 	 	 	212	 	 	 	3000	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	2,297	 
	1109 Exit Corridor
	 	 	333	 	 	SF	 	 	87	 	 	LF	 	 	 	 	 	 	333	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	87	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	333	 	 	 	 	 
	1110 Vault
	 	 	381	 	 	SF	 	 	79	 	 	LF	 	 	 	 	 	 	381	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	79	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	381	 	 	 	 	 
	1111 Shift Mgr
	 	 	423	 	 	SF	 	 	111	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	423	 	 	 	 	 	 	 	111	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	423	 	 	 	 	 
	1112 Evs
	 	 	79	 	 	SF	 	 	39	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	79	 	 	 	 	 	 	 	39	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	79	 	 	 	 	 
	1113 Soft Count
	 	 	594	 	 	SF	 	 	112	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	594	 	 	 	 	 	 	 	112	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	594	 	 	 	 	 
	1115 Cage Mgr
	 	 	128	 	 	SF	 	 	46	 	 	LF	 	 	14	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	46	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	128	 	 	 	 	 
	1116 Trap
	 	 	50	 	 	SF	 	 	30	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	50	 	 	 	 	 	 	 	30	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	50	 	 	 	 	 
	1117 Card/Dice
	 	 	144	 	 	SF	 	 	48	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	144	 	 	 	 	 	 	 	48	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	144	 	 	 	 	 
	1118 Cart Storage
	 	 	303	 	 	SF	 	 	72	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	303	 	 	 	 	 	 	 	72	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1119 Trap
	 	 	99	 	 	SF	 	 	42	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	99	 	 	 	 	 	 	 	42	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	99	 	 	 	 	 
	1120 BOH Circ
	 	 	558	 	 	SF	 	 	112	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	558	 	 	 	 	 	 	 	112	 	 	 	 	 	 	 	448	 	 	 	 	 	 	 	558	 	 	 	 	 
	1121 Exit Corridor
	 	 	601	 	 	SF	 	 	132	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	601	 	 	 	 	 	 	 	132	 	 	 	 	 	 	 	528	 	 	 	 	 	 	 	601	 	 	 	 	 
	1123/35 Main Kitchen & Bakery
	 	 	6,695	 	 	SF	 	 	432	 	 	LF	 	 	 	 	 	 	 	 	 	 	6,695	 	 	 	 	 	 	 	 	 	 	 	432	 	 	 	5700	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	6,695	 
	1124 F&B Office
	 	 	107	 	 	SF	 	 	44	 	 	LF	 	 	12	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	44	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	107	 	 	 	 	 
	1125 Mens Toilets
	 	 	124	 	 	SF	 	 	52	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	124	 	 	 	52	 	 	 	 	 	 	 	 	 	 	 	208	 	 	 	 	 	 	 	 	 
	1126 Womens Toilets
	 	 	124	 	 	SF	 	 	51	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	124	 	 	 	51	 	 	 	 	 	 	 	 	 	 	 	204	 	 	 	 	 	 	 	 	 
	1127 BOH Circ
	 	 	1,943	 	 	SF	 	 	444	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,943	 	 	 	 	 	 	 	444	 	 	 	 	 	 	 	1776	 	 	 	 	 	 	 	1943	 	 	 	 	 
	1128 Electrical
	 	 	239	 	 	SF	 	 	62	 	 	LF	 	 	 	 	 	 	239	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	62	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1129 Liquor
	 	 	152	 	 	SF	 	 	50	 	 	LF	 	 	 	 	 	 	152	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	50	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1130 Soda
	 	 	101	 	 	SF	 	 	44	 	 	LF	 	 	 	 	 	 	101	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	44	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1131 Refrig
	 	 	139	 	 	SF	 	 	49	 	 	LF	 	 	 	 	 	 	 	 	 	 	139	 	 	 	 	 	 	 	 	 	 	 	49	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1132 Dry Storage
	 	 	234	 	 	SF	 	 	64	 	 	LF	 	 	 	 	 	 	 	 	 	 	234	 	 	 	 	 	 	 	 	 	 	 	64	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	234	 	 	 	 	 
	1133 Janitor
	 	 	57	 	 	SF	 	 	31	 	 	LF	 	 	 	 	 	 	57	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	31	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1134 Electrical
	 	 	121	 	 	SF	 	 	48	 	 	LF	 	 	 	 	 	 	121	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	48	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1136 BOH Circ
	 	 	178	 	 	SF	 	 	57	 	 	LF	 	 	 	 	 	 	178	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	57	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	178	 	 	 	 	 
	1141 F&B Office
	 	 	120	 	 	SF	 	 	48	 	 	LF	 	 	13	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	48	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	120	 	 	 	 	 
	1162/64 Steakhouse Kitchen
	 	 	1,886	 	 	SF	 	 	241	 	 	LF	 	 	 	 	 	 	 	 	 	 	1,886	 	 	 	 	 	 	 	 	 	 	 	241	 	 	 	2070	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	1,886	 
	1163 Trash
	 	 	164	 	 	SF	 	 	56	 	 	LF	 	 	 	 	 	 	164	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	56	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1165 Vestibule
	 	 	243	 	 	SF	 	 	74	 	 	LF	 	 	 	 	 	 	243	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	74	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	243	 	 	 	 	 
	1169 Janitor
	 	 	22	 	 	SF	 	 	19	 	 	LF	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	22	 	 	 	19	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	22	 	 	 	 	 
	1201 EVS
	 	 	142	 	 	SF	 	 	51	 	 	LF	 	 	 	 	 	 	142	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	51	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	142	 	 	 	 	 
	1215 Electrical
	 	 	88	 	 	SF	 	 	41	 	 	LF	 	 	 	 	 	 	88	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	41	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	TOTAL LOW RISE BOH
	 	 	19,484	 	 	 	 	 	 	 	 	 	 	 	108	 	 	 	2,199	 	 	 	11,251	 	 	 	4,794	 	 	 	270	 	 	 	3,237	 	 	 	10,770	 	 	 	2,752	 	 	 	412	 	 	 	6,697	 	 	 	10,878	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

 

3 of 3

 

EXHIBIT “T”

5/11/2011

FF&E Responsibility Matrix

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

Low Rise & Casino

	 	 	 	 	 	 	 	 	 	 	 
	No.	 	Description	 	OFOI	 	OFCI	 	CFCI	 	Notes
	1 Interiors
	 	 	 	 	 	 	 	 
	 

	 	Blocking/Backing
	 	 	 	 	 	•	 	 
	 

	 	Carpet
	 	 	 	•	 	 	 	 
	 

	 	Carpet Base
	 	 	 	•	 	 	 	 
	 

	 	Carpet Pad
	 	 	 	 	 	•	 	 
	 

	 	Casework/Millwork Built-in Cabinets
	 	 	 	 	 	•	 	 
	 

	 	Finish Hardware
	 	 	 	 	 	•	 	 
	 

	 	Wall-mounted Keypad/Card Reader for Electronic Locks
	 	•
	 	 	 	 	 	Owner furnish template, door prep by GC
	 

	 	Trim
	 	 	 	 	 	•	 	 
	 

	 	Special Wall Finishes
	 	 	 	 	 	•	 	 
	 

	 	Special Ceiling Finishes
	 	 	 	 	 	•
	 	Faux Herringbone Clg (AF-2401) will be CFCl
	 

	 	Tile
	 	 	 	 	 	•	 	 
	 

	 	Tile and Stone Base
	 	 	 	 	 	•	 	 
	 

	 	Wood Flooring
	 	 	 	 	 	•	 	 
	 

	 	Vinyl/Fabric Wallcovering
	 	 	 	•	 	 	 	 
	 

	 	Granite / Marble
	 	 	 	 	 	•	 	 
	 

	 	Fireplace including all connections
	 	 	 	 	 	•	 	 
	 
	2 Services
	 	 	 	 	 	 	 	 
	 

	 	Decorative Lighting Fixtures	 	 	 	 	 	 	 	 
	 

	 	Plug-in Fixtures
	 	•	 	 	 	 	 	 
	 

	 	Direct Connected (surface/recessed)
	 	 	 	 	 	•	 	 
	 

	 	Chandeliers, Pendants, Sconces
	 	 	 	•	 	 	 	 
	 

	 	BOH Lighting
	 	 	 	 	 	•	 	 
	 

	 	Dimming and Lighting Control for Complete Systems
	 	 	 	 	 	•	 	 
	 

	 	Exit Signage
	 	 	 	 	 	•	 	 
	 

	 	Point of Sales Registers / Computers
	 	•
	 	 	 	 	 	GC provide dedicated power and data
	 

	 	Signage Power
	 	 	 	 	 	•	 	 
	 

	 	UPS System
	 	 	 	 	 	•	 	 
	 

	 	Loading Dock Equipment
	 	 	 	 	 	•	 	 
	 
	3 Telecommunications / Low Voltage
	 	 	 	 	 	 	 	 
	 

	 	Cable, Normal and Plenum Rated
	 	 	 	 	 	•	 	 
	 

	 	Computer Room Office Furniture
	 	•	 	 	 	 	 	 
	 

	 	Computer System’s (PC’s Hardware & Systems)
	 	•	 	 	 	 	 	 
	 

	 	Data Center Phone Switch
	 	•	 	 	 	 	 	 
	 

	 	Data Center Server / Comm Racks
	 	•	 	 	 	 	 	 
	 

	 	Data / Telephone Conduit
	 	 	 	 	 	•	 	 
	 

	 	Data / Telephone Systems
	 	•	 	 	 	 	 	 
	 

	 	Data / Telephone Systems Wiring
	 	 	 	 	 	•	 	 
	 

	 	Dedicated Electrical Supply
	 	 	 	 	 	•	 	 
	 

	 	Overhead TV Monitors
	 	•
	 	 	 	 	 	Blocking/Backing, power and data by contractor
	 

	 	Surveillance Room Equipment
	 	•	 	 	 	 	 	 
	 

	 	Systems, Termination w/ Monitor Console
	 	•	 	 	 	 	 	 

 

Page 1 of 3

 

EXHIBIT “T”

5/11/2011

FF&E Responsibility Matrix

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

Low Rise & Casino

	 	 	 	 	 	 	 	 	 	 	 
	No.	 	Description	 	OFOI	 	OFCI	 	CFCI	 	Notes
	4 Audio / Video Systems
	 	 	 	 	 	 	 	 
	 

	 	AV Racks
	 	 	 	•	 	 	 	 
	 

	 	Background Music Contract
	 	•	 	 	 	 	 	 
	 

	 	Background Music Distribution Wiring
	 	 	 	 	 	•	 	 
	 

	 	Background Music Receivers
	 	•	 	 	 	 	 	 
	 

	 	Background Music Wall Board + Electrical
	 	 	 	 	 	•	 	 
	 

	 	Cable
	 	 	 	 	 	•	 	 
	 

	 	Terminations
	 	•	 	 	 	 	 	 
	 

	 	CCTV System / Hotel Security
	 	•	 	 	 	 	 	 
	 

	 	Dedicated Electrical Supply
	 	 	 	 	 	•	 	 
	 

	 	Equipment:

 Speakers/Racks/Amps/Recorders/Patch/Touch Panels/Stations, Etc. — for a complete install
	 	 •	 	 	 	 	 	 
	 

	 	MATV Head End Equipment
	 	•	 	 	 	 	 	 
	 

	 	MATV System
	 	•	 	 	 	 	 	 
	 

	 	MATV System Remote Controls
	 	•	 	 	 	 	 	 
	 

	 	Public Address System
	 	•	 	 	 	 	 	 
	 

	 	TV Mounts, Straps &
Installation of TV’s (ceiling or wall mount)
	 	•
	 	 	 	 	 	Blocking/Backing, power and data by contractor
	 
	5 Furnishings and Equipment
	 	 	 	 	 	 	 	 
	 

	 	Accessories
	 	•	 	 	 	 	 	 
	 

	 	Area Rugs
	 	•	 	 	 	 	 	 
	 

	 	Art
	 	•	 	 	 	 	 	 
	 

	 	Bar Equipment
	 	 	 	 	 	•	 	 
	 

	 	Hanging Fans w/Lights
	 	 	 	•	 	 	 	 
	 

	 	Decorative Light Fixtures
	 	 	 	 	 	 	 	See #2 Above
	 

	 	Decorative Mirrors (Wall Hung)
	 	 	 	•	 	 	 	 
	 

	 	Fabrics
	 	•	 	 	 	 	 	 
	 

	 	Draperies and Tracks
	 	•
	 	 	 	 	 	Blocking/Backing by contractor
	 

	 	Shimmer Screens (DS-2603)
	 	 	 	•	 	 	 	 
	 

	 	MECHO-SHADES
	 	 	 	•
	 	 	 	Per MARNELL ID’S
	 

	 	Furnishings
	 	•	 	 	 	 	 	 
	 

	 	Kitchen Equipment
	 	 	 	 	 	•	 	 
	 

	 	POS Terminals & Printers

	 	•
	 	 	 	 	 	GC provide dedicated power and data
	 

	 	Liquor Dispensors

	 	•	 	 	 	 	 	 
	 

	 	Soda Syrup Rack

	 	•	 	 	 	 	 	 
	 

	 	Blender

	 	•	 	 	 	 	 	 
	 

	 	Coffee Brewer

	 	•	 	 	 	 	 	 
	 

	 	Hot Chocolate Dispenser

	 	•	 	 	 	 	 	 
	 

	 	Juice Dispenser

	 	•	 	 	 	 	 	 
	 

	 	Ice & Soda Dispenser

	 	•
	 	 	 	 	 	Soda line conduit by contractor
	 

	 	Iced Tea Brewer

	 	•	 	 	 	 	 	 
	 

	 	Mobile Trash Cans

	 	•	 	 	 	 	 	 
	 

	 	Portable Bar

	 	•	 	 	 	 	 	 
	 

	 	Plate Dolly

	 	•	 	 	 	 	 	 
	 

	 	Murals
	 	•	 	 	 	 	 	 
	 

	 	Toilet Partitions/Accessories
	 	 	 	 	 	•	 	 
	 

	 	Folding Partitions
	 	 	 	 	 	•	 	 
	 

	 	Planters
	 	•	 	 	 	 	 	 

 

Page 2 of 3

 

EXHIBIT “T”

5/11/2011

FF&E Responsibility Matrix

PINNACLE BATON ROUGE SCHEME #6 PROGRAM

HOTEL AND CASINO

Low Rise & Casino

	 	 	 	 	 	 	 	 	 	 	 
	No.	 	Description	 	OFOI	 	OFCI	 	CFCI	 	Notes
	 

	 	Plants (Faux)
	 	•	 	 	 	 	 	 
	 

	 	Plug-in Lights
	 	•	 	 	 	 	 	 
	 

	 	Plug-in Picture/Art Lights
	 	•	 	 	 	 	 	 
	 

	 	Restaurant Tables/Chairs
	 	•	 	 	 	 	 	 
	 

	 	Loose Furniture
	 	•	 	 	 	 	 	 
	 

	 	Furniture - Fixed (ie, Banquests/Booths)
	 	 	 	•
	 	 	 	C&T and Marnell ID’s show
a mixture of OFOI & OFCI, clarify PNK/MCC to mark up
furniture plan for OFCI scope to be provided.
	 
	6 Gaming Equipment
	 	 	 	 	 	 	 	 
	 

	 	Slot Bases
	 	•	 	 	 	 	 	 
	 

	 	Slot Seating
	 	•	 	 	 	 	 	 
	 

	 	Slot Signage
	 	•	 	 	 	 	 	 
	 

	 	Table Game Seating
	 	•	 	 	 	 	 	 
	 

	 	Table Games
	 	•	 	 	 	 	 	 
	 
	7 Signage
	 	 	 	 	 	 	 	 
	 

	 	Blocking For All Signage
	 	 	 	 	 	•	 	 
	 

	 	Code Required Exit Signage
	 	 	 	 	 	•	 	 
	 

	 	Data Cable Termination for All Signage Locations
	 	•	 	 	 	 	 	 
	 

	 	Data Cabling for all Signage Locations
	 	 	 	 	 	•	 	 
	 

	 	Electrical for all Signage Locations
	 	 	 	 	 	•	 	 
	 

	 	Office and Back of House Signage
	 	•	 	 	 	 	 	 
	 

	 	Plasma Display & LCD
w/Brackets - Wall / Ceiling Locations
	 	•
	 	 	 	 	 	Blocking/Backing, power and data by contractor
	 

	 	Signage Lighting
	 	•	 	 	 	 	 	 
	 

	 	Stair Identification
	 	•	 	 	 	 	 	 
	 

	 	Mechanical & Electrical Room Identification & Numbering
	 	•	 	 	 	 	 	 
	 

	 	Wayfinding Signage
	 	•	 	 	 	 	 	 
	 
	8 OS&E
	 	 	 	 	 	 	 	 
	 

	 	Front of House	 	 	 	 	 	 	 	 
	 

	 	Flat Screen TV’s
	 	•
	 	 	 	 	 	Blocking/Backing, power and data by contractor
	 

	 	Back of House	 	 	 	 	 	 	 	 
	 

	 	Call Accounting System
	 	•	 	 	 	 	 	 
	 

	 	Carts
	 	•	 	 	 	 	 	 
	 

	 	CRS — Central Reservation System
	 	•	 	 	 	 	 	 
	 

	 	Employee Breakroom TV’s
	 	•	 	 	 	 	 	 
	 

	 	Till Safes
	 	•	 	 	 	 	 	 
	 

	 	Telephone Switch / Public Space / BOH Phones
	 	•	 	 	 	 	 	 
	 

	 	Safe / Vault
	 	•	 	 	 	 	 	 
	 

	 	Computer’s / Printers / etc
	 	•	 	 	 	 	 	 
	 

	 	Support Services — Lockers
	 	 	 	•	 	 	 	 

 

Page 3 of 3

 

Exhibit
U

PE BATON ROUGE

	 	 	 	 	 
	SURVEY DATE: 4/20/11; REVISED 5/11/11

	 	JOB NAME: CASINO & HOTEL	 	 
	MCC JOB # 3278.09

	 	DESCRIPTION: GENERAL CONDITIONS BUDGET
	 	PREPARED BY: DUANE K DUFFY

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	PI	 	CODE	 	 	DESCRIPTION	 	QUANT	 	 	UNIT	 	U/P	 	 	LABOR	 	 	MATL	 	 	EQUIPMENT	 	 	SUB	 	 	TOTALS	 	 	 	 	 	 	REMARKS
	 
	 	 	 	 	 	PAY ITEM #010	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	110.10	 	 	PROJECT STAFF	 	 	1	 	 	LS	 	 	 	 	 	 	177,010	 	 	 	4,215,300	 	 	 	 	 	 	 	 	 	 	 	4,392,310	 	 	 	 	 	 	L= Intem @ 8 Months
	010
	 	 	110.11	 	 	FIELD ENGINEER	 	 	78	 	 	WKS	 	 	5,100	 	 	 	397,494	 	 	 	346,146	 	 	 	0	 	 	 	 	 	 	 	743,640	 	 	 	 	 	 	L= FE Helper
	010
	 	 	110.12	 	 	SCHEDULING	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	57,500	 	 	 	0	 	 	 	 	 	 	 	57,500	 	 	 	 	 	 	M=MCC: E=Surface/P3 Software @ Site
	010
	 	 	110.13	 	 	SAFETY COORD.	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	357,241	 	 	 	6,360	 	 	 	 	 	 	 	363,601	 	 	 	 	 	 	E=Badging Equipment/Supplies/Lanyards
	010
	 	 	110.20	 	 	SECRETARY (17 Months)	 	 	74	 	 	WK	 	 	760.00	 	 	 	55,944	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	55,944	 	 	 	 	 	 	M=Temporary/Agency if Needed
	010
	 	 	110.22	 	 	WATER BOY (20 Months)	 	 	87	 	 	WK	 	 	252.00	 	 	 	21,823	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	21,823	 	 	 	 	 	 	 
	010
	 	 	110.23	 	 	FLAGMAN	 	 	800	 	 	HRS	 	 	16.00	 	 	 	12,800	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	12,800	 	 	 	 	 	 	 
	010
	 	 	110.30	 	 	LICENSED SURVEY	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	20,000	 	 	 	20,000	 	 	 	 	 	 	 
	010
	 	 	110.41	 	 	FE SUPPLIES	 	 	22	 	 	MO	 	 	 	 	 	 	 	 	 	 	8,800	 	 	 	 	 	 	 	0	 	 	 	8,800	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	110.50	 	 	SECURITY	 	 	104	 	 	WK	 	 	3,068.00	 	 	 	 	 	 	 	323,327	 	 	 	1,908	 	 	 	1,500	 	 	 	326,734	 	 	 	3,880	 	 	L=Off Duty; M=Mon./Permit/Bars; E=Equip; S=lnstall
	010
	 	 	110.61	 	 	MEALS/ENTERTAIN.	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	18,000	 	 	 	 	 	 	 	 	 	 	 	18,000	 	 	 	 	 	 	 
	010
	 	 	110.70	 	 	RELOCATION EXP.	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	168,000	 	 	 	 	 	 	 	 	 	 	 	168,000	 	 	 	 	 	 	Rel Expense: Mileage/Airfare/Hotel/Van
	010
	 	 	110.71	 	 	TRAVEL/LIVING EXP.	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	695,708	 	 	 	 	 	 	 	 	 	 	 	695,708	 	 	 	 	 	 	Living Allow & Temporary Hotel (Salary & Hourly)
	010
	 	 	110.72	 	 	JOB TRAVEL	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	30,000	 	 	 	 	 	 	 	 	 	 	 	30,000	 	 	 	 	 	 	Job Travel for Mlgs/Tests/Inspections
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	120.15	 	 	FENCE – CHAIN LINK: Dry Side Compound	 	 	2,500	 	 	LF	 	 	0.75	 	 	 	1,875	 	 	 	34,226	 	 	 	 	 	 	 	 	 	 	 	36,101	 	 	 	 	 	 	L=Maintenance: Trailer Compound Only
	010
	 	 	120.15	 	 	FENCE – CHAIN LINK: Dry Side Site	 	 	5,140	 	 	LF	 	 	0.75	 	 	 	3,855	 	 	 	22,661	 	 	 	 	 	 	 	 	 	 	 	26,516	 	 	 	 	 	 	L=Maintenance: Trailer Compound Only
	010
	 	 	120.15	 	 	FENCE – CHAIN LINK: Wet Side	 	 	3,000	 	 	LF	 	 	0.75	 	 	 	2,250	 	 	 	40,766	 	 	 	 	 	 	 	 	 	 	 	43,016	 	 	 	 	 	 	L=Maintenance: Trailer Compound Only
	010
	 	 	120.20	 	 	JOB SIGNS	 	 	1	 	 	EA	 	 	592.00	 	 	 	592	 	 	 	1,090	 	 	 	 	 	 	 	 	 	 	 	1,682	 	 	ALLOW	 	Allowance: Site Building Sign
	010
	 	 	120.27	 	 	TEMP SIGNS	 	 	50	 	 	EA	 	 	16.00	 	 	 	800	 	 	 	13,625	 	 	 	 	 	 	 	 	 	 	 	14,425	 	 	 	 	 	 	MCC Regulations Board/Stop Signs/Etc.
	010
	 	 	120.28	 	 	TEMP ELEV CABS	 	 	3	 	 	EA	 	 	325.00	 	 	 	975	 	 	 	654	 	 	 	 	 	 	 	 	 	 	 	1,629	 	 	 	 	 	 	Temporary Elevator Cab Protection
	010
	 	 	120.31	 	 	OFFICE SUPPLIES	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	26,400	 	 	 	 	 	 	 	 	 	 	 	26,400	 	 	 	 	 	 	 
	010
	 	 	120.32	 	 	DELIVERY SERVICES	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	24,000	 	 	 	 	 	 	 	 	 	 	 	24,000	 	 	 	 	 	 	Fed-X/Courier/Mail/Postage Meter
	010
	 	 	120.34	 	 	SMALL TOOLS	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	27,250	 	 	 	 	 	 	 	 	 	 	 	27,250	 	 	 	 	 	 	 
	010
	 	 	120.36	 	 	FIRST AID/OSHA SUPPL	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	6,813	 	 	 	20,220	 	 	 	 	 	 	 	27,032	 	 	 	 	 	 	E=Vests/Hardhats/Glasses/Life Vests
	010
	 	 	120.37	 	 	FIRE EXTING	 	 	167	 	 	EA	 	 	8.00	 	 	 	1,339	 	 	 	18,239	 	 	 	 	 	 	 	 	 	 	 	19,578	 	 	 	 	 	 	Trailer Compound
	010
	 	 	120.38	 	 	PRINTING	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	32,046	 	 	 	 	 	 	 	7,500	 	 	 	39,546	 	 	 	 	 	 	S=Record Drawings Disc
	010
	 	 	120.40	 	 	PROGRESS PHOTOS	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	6,540	 	 	 	3,200	 	 	 	 	 	 	 	9,740	 	 	 	 	 	 	E=Site Cameras/Camcorder
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	120.41	 	 	TEMP TOILETS	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	74,556	 	 	 	23,544	 	 	 	 	 	 	 	98,100	 	 	 	 	 	 	M=Building & E=Trailer Holding Tanks & Treatment Plant
	010
	 	 	120.41	 	 	TEMP TOILETS: Hotel Room	 	 	22	 	 	WKS	 	 	972.00	 	 	 	21,044	 	 	 	2,360	 	 	 	 	 	 	 	 	 	 	 	23,404	 	 	 	 	 	 	M=CIeaning Supplies & Paper
	010
	 	 	120.42	 	 	TRASH DUMP FEES	 	 	1,300	 	 	EA	 	 	 	 	 	 	 	 	 	 	396,760	 	 	 	 	 	 	 	 	 	 	 	396,760	 	 	 	 	 	 	Building & Trailers
	010
	 	 	120.43	 	 	ICE & CUPS (22 Months)	 	 	95	 	 	WK	 	 	 	 	 	 	 	 	 	 	2,596	 	 	 	11,431	 	 	 	 	 	 	 	14,027	 	 	 	 	 	 	M=Cans/Tape/Cleaner; E=lce Machine / Block Ice
	010
	 	 	120.44	 	 	SAFETY AWARDS	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	12,500	 	 	 	 	 	 	 	 	 	 	 	12,500	 	 	 	 	 	 	Quarterly Awards
	010
	 	 	120.51	 	 	CLEAN UP PERIODICAL (23 Months) Trailers	 	 	100	 	 	WK	 	 	546.00	 	 	 	54,376	 	 	 	5,428	 	 	 	 	 	 	 	 	 	 	 	59,804	 	 	 	 	 	 	Trailers: M=Vac/Trash Bags/Cleaners
	010
	 	 	120.51	 	 	CLEAN UP PERIODICAL (16 Months)
Buildings	 	 	69	 	 	WK	 	 	1,400.00	 	 	 	96,992	 	 	 	5,664	 	 	 	 	 	 	 	 	 	 	 	102,656	 	 	 	 	 	 	Buildings; M=Vac/Trash Bags/Cleaners
	010
	 	 	120.55	 	 	CLEAN SITE. (22 Months)	 	 	95	 	 	WK	 	 	224.00	 	 	 	21,338	 	 	 	5,192	 	 	 	 	 	 	 	 	 	 	 	26,530	 	 	 	 	 	 	Site Trash; M=Trash Cans/Bags
	010
	 	 	120.56	 	 	CLEAN SITE STREETS (20 Months)	 	 	87	 	 	WK	 	 	384.00	 	 	 	33,254	 	 	 	12,000	 	 	 	32,700	 	 	 	 	 	 	 	77,954	 	 	 	 	 	 	Site Parking Lot; M=Fuel Rpr; E=Sweeper
	010
	 	 	120.71	 	 	TEMP POLE/HOOKUP	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	7,500	 	 	 	 	 	 	 	 	 	 	 	7,500	 	 	 	 	 	 	Trailer Service/Hookup by Utility Company
	010
	 	 	120.72	 	 	TEMP. WIRE/GLOBES	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	Short Term Trailer HooK-Up: By Electrical
	010
	 	 	120.73	 	 	POWER: TRAILERS BY MCC	 	 	25	 	 	MO	 	 	 	 	 	 	 	 	 	 	56,250	 	 	 	7,000	 	 	 	 	 	 	 	63,250	 	 	 	 	 	 	Electric Bill Trailers; E=Generators
	010
	 	 	120.73	 	 	POWER: BUILDINGS BY OWNER	 	 	24	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	Building are by Owner
	010
	 	 	120.74	 	 	TELEPHONE	 	 	25	 	 	MO	 	 	 	 	 	 	 	 	 	 	28,750	 	 	 	2,725	 	 	 	 	 	 	 	31,475	 	 	 	 	 	 	M=Local/Long Distance; E= Equipment; S= Satellite
	010
	 	 	120.75	 	 	GAS BILL: BY OWNER	 	 	0	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	120.76	 	 	WATER BILL	 	 	25	 	 	MO	 	 	727.44	 	 	 	18,186	 	 	 	9,538	 	 	 	62,500	 	 	 	 	 	 	 	90,224	 	 	 	 	 	 	Water Bill/Bottle Water/Elec. Coolers; E=Well or Shuttle Trailer / Water Truck I Holding Tanks
	010
	 	 	120.78	 	 	WATER/SAN HOOKUP	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	Trailer Hook-Up: By Plumber
	010
	 	 	 	 	 	TELEPHONE: OWNER	 	 	0	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	 	 	 	M=Local/Long Distance/T1: E=Equipment
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	122.02	 	 	PICKUP TRUCKS	 	 	 	 	 	MO	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 
	010
	 	 	122.03	 	 	AUTOMOBILES	 	 	 	 	 	MO	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 
	010
	 	 	122.05	 	 	JOB TRUCK	 	 	12	 	 	MO	 	 	 	 	 	 	 	 	 	 	4,800	 	 	 	10,800	 	 	 	 	 	 	 	15,600	 	 	 	 	 	 	M=Rpr/Gas
	010
	 	 	122.07	 	 	UTILITY TRAILER	 	 	 	 	 	LS	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	Job Utility Trailer: M= Tags
	010
	 	 	122.09	 	 	ATV, 4 WHEELER	 	 	12	 	 	EA	 	 	 	 	 	 	 	 	 	 	110,400	 	 	 	115,431	 	 	 	 	 	 	 	225,831	 	 	 	 	 	 	M=ATV Fuel/Rpr/Service; E=Mules/Carts

 

Page 1 of 2

 

Exhibit
U

PE BATON ROUGE

	 	 	 	 	 
	SURVEY DATE: 4/20/11; REVISED 5/11/11

	 	JOB NAME: CASINO & HOTEL	 	 
	MCC JOB # 3278.09

	 	DESCRIPTION: GENERAL CONDITIONS BUDGET
	 	PREPARED BY: DUANE K DUFFY

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	PI	 	CODE	 	 	DESCRIPTION	 	QUANT	 	 	UNIT	 	U/P	 	 	LABOR	 	 	MATL	 	 	EQUIPMENT	 	 	SUB	 	 	TOTALS	 	 	 	 	 	 	REMARKS
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	123.04	 	 	TRAILER & FURN	 	 	25	 	 	MO	 	 	 	 	 	 	 	 	 	 	4,360	 	 	 	98,100	 	 	 	 	 	 	 	102,460	 	 	 	 	 	 	M=Furniture/Bookcase; E=Rental
	010
	 	 	123.05	 	 	SETUP OFF TRAILER	 	 	3	 	 	EA	 	 	16,640	 	 	 	49,920	 	 	 	25,000	 	 	 	7,848	 	 	 	24,937	 	 	 	107,705	 	 	 	 	 	 	L=Porch/Walks;
M=S/R/Shlv/Racks/Walls; E=Frt; S=Setup/Dismantle
	010
	 	 	123.06	 	 	JOB OFF EQUIPMENT	 	 	25	 	 	MO	 	 	 	 	 	 	 	 	 	 	 	 	 	 	27,250	 	 	 	 	 	 	 	27,250	 	 	 	 	 	 	 
	010
	 	 	 	 	 	OWNER EQUIPMENT/PAPER	 	 	0	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	 	 	 	M=Toner/Paper; E=Printer/Scanner
	010
	 	 	123.07	 	 	COMPUTER	 	 	0	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	 	 	 	M=DSL Line (Included w/ Staff Rates)
	010
	 	 	123.08	 	 	FAX MACHINE	 	 	1	 	 	EA	 	 	 	 	 	 	 	 	 	 	0	 	 	 	2,180	 	 	 	 	 	 	 	2,180	 	 	 	 	 	 	 
	010
	 	 	123.09	 	 	OWNER FACILITY	 	 	0	 	 	MO	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	 	 	 	M=Furniture/Water Cooler/Bottle Water; E=Rental
	010
	 	 	123.10	 	 	SET-UP OWNER FACILITY	 	 	0	 	 	EA	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	L=Porch/Walks; M=Setup/Remove,
Shelving, Plan Racks, Porch/Steps/Ramp Materials; E=Freight In/Out; S=Setup/Dismantle
	010
	 	 	123.11	 	 	TOOL & STOR SHEDS	 	 	144	 	 	MO	 	 	 	 	 	 	 	 	 	 	3,270	 	 	 	17,266	 	 	 	 	 	 	 	20,536	 	 	 	 	 	 	M=Delivery; E=Conex
	010
	 	 	123.12	 	 	SETUP SHEDS: Roofs	 	 	3	 	 	EA	 	 	3,360.00	 	 	 	10,080	 	 	 	4,000	 	 	 	 	 	 	 	 	 	 	 	14,080	 	 	 	 	 	 	L & M=Site Built Sheds
	010
	 	 	123.13	 	 	TEL/DATA INSTALL.	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	6,813	 	 	 	 	 	 	 	 	 	 	 	6,813	 	 	 	 	 	 	Install Phone/Data/Network System
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	124.01	 	 	SURVEY EQUIPMENT	 	 	23	 	 	MO	 	 	 	 	 	 	 	 	 	 	3,270	 	 	 	60,168	 	 	 	 	 	 	 	63,438	 	 	 	 	 	 	M=Purchase 2 Auto Levels
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	125.04	 	 	RADIOS, EQUIPMENT	 	 	10	 	 	EA	 	 	 	 	 	 	 	 	 	 	750	 	 	 	4,360	 	 	 	 	 	 	 	5,110	 	 	 	 	 	 	M=Rpr
	010
	 	 	125.05	 	 	MOBILE TELEPHONE	 	 	240	 	 	MO	 	 	 	 	 	 	 	 	 	 	26,160	 	 	 	 	 	 	 	 	 	 	 	26,160	 	 	 	 	 	 	Ten Mobile Phones
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	010
	 	 	126.06	 	 	EQUIPMENT REPAIR	 	 	104	 	 	WKS	 	 	128.00	 	 	 	13,302	 	 	 	27,000	 	 	 	 	 	 	 	 	 	 	 	40,302	 	 	 	 	 	 	L= Truck/Cart Rpr; M=Spt Truck Repair
	010
	 	 	126.10	 	 	GAS, OIL, AND GREASE	 	 	135	 	 	MO	 	 	 	 	 	 	 	 	 	 	97,020	 	 	 	101,250	 	 	 	 	 	 	 	198,270	 	 	 	 	 	 	M=Misc. Job Mileage & Travel To/From; E=Spt Gas
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	PAY ITEM #013	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	013
	 	 	130.10	 	 	CQC STAFF	 	 	52	 	 	WKS	 	 	1,705.00	 	 	 	88,592	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	88,592	 	 	 	 	 	 	Hourly CQC inspections / Cover Ups
	013
	 	 	130.34	 	 	STRUCTURAL CONSULTANT	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	PAY ITEM #018	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	018
	 	 	130.10	 	 	WORKER’S COMP (.13)	 	 	1	 	 	LS	 	 	 	 	 	 	146,210	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	146,210	 	 	 	 	 	 	 
	018
	 	 	180.12	 	 	MEDICAL EXPENSES (.01)	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	10,838	 	 	 	 	 	 	 	 	 	 	 	10,338	 	 	 	 	 	 	 
	018
	 	 	180.20	 	 	PAYRLL TAXES.INSUR (.115)	 	 	1	 	 	LS	 	 	 	 	 	 	126,972	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	126,972	 	 	 	 	 	 	 
	018
	 	 	180.21	 	 	GROUP HOSPITAL/401K (.11)	 	 	1	 	 	LS	 	 	 	 	 	 	111,581	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	111,581	 	 	 	 	 	 	 
	018
	 	 	180.40	 	 	DRUG TESTING	 	 	30	 	 	EA	 	 	 	 	 	 	 	 	 	 	1,950	 	 	 	 	 	 	 	 	 	 	 	1,950	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	PAY ITEM #999	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	999
	 	 	9999.90	 	 	LEGAL FEES	 	 	1	 	 	LS	 	 	 	 	 	 	 	 	 	 	10,000	 	 	 	 	 	 	 	 	 	 	 	10,000	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	     QUANTITY SURVEY TOTAL	 	 	 	 	 	 	 	 	 	 	 	 	1,468,605	 	 	 	7,429,054	 	 	 	616,240	 	 	 	53,937	 	 	 	9,567,835	 	 	 	9,567,835	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	DIRECT LABOR	 	 	 	 	 	 	 	 	 	 	 	 	1,083,841	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	PR TAXES @ .355%	 	 	 	 	 	 	 	 	 	 	 	 	384,764	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 

 

Page 2 of 2exv10w97

Exhibit 10.97

SECOND AMENDED AND RESTATED

ITC HOLDINGS CORP.

2006 LONG TERM INCENTIVE PLAN

(effective May 26, 2011)

I. GENERAL PROVISIONS

     1.1 Establishment. On February 8, 2006, the Board of Directors (“Board”) of ITC
Holdings Corp. (“Corporation”) adopted the ITC Holdings Corp. 2006 Long Term Incentive Plan
(“Plan”), subject to the approval of shareholders at the Corporation’s annual meeting of
shareholders on May 17, 2006. The Board approved the Amended and Restated Plan on March 25, 2008,
which was approved by shareholders at the Corporation’s annual meeting of shareholders on May 21,
2008. The Board approved the Second Amended and Restated Plan on April 6, 2011, subject to
approval of shareholders at the Corporation’s annual meeting of shareholders on May 26, 2011.

     1.2 Purpose. The purpose of the Plan is to (a) promote the best interests of the
Corporation and its shareholders by encouraging Employees, Non-Employee Directors, and Consultants
of the Corporation and its Subsidiaries to acquire an ownership interest in the Corporation by
granting stock-based Awards, thus aligning their interests with those of shareholders, and (b)
enhance the ability of the Corporation to attract, motivate and retain qualified Employees,
Non-Employee Directors and Consultants. It is the further purpose of the Plan to authorize certain
Awards that will constitute performance based compensation, as described in Code Section 162(m) and
Treasury regulations promulgated thereunder.

     1.3 Plan Duration. Subject to shareholder approval, the Plan shall become effective
on May 17, 2006 and shall continue in effect until its termination by the Board; provided, however,
that no new Awards may be granted on or after February 7, 2016.

     1.4 Definitions. As used in this Plan, the following terms have the meaning described
below:

          (a) “Agreement” means the written document that sets forth the terms of a Participant’s Award.

          (b) “Annual Incentive Award” means an Award that is granted in accordance with Article VI.

          (c) “Award” means any form of Option, Stock Appreciation Right, Restricted Stock, Restricted
Stock Unit, Performance Award, Annual Incentive Award or other incentive award granted under the
Plan.

          (d) “Board” means the Board of Directors of the Corporation.

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          (e) “Change in Control” means the occurrence of any of the following events:

          (i) If any one person, or more than one person acting as a group (as defined in Code
Section 409A and IRS guidance issued thereunder), acquires ownership of Common Stock of the
Corporation that, together with stock held by such person or group, constitutes more than
fifty (50) percent of the total fair market value or total voting power of the Common Stock
of the Corporation. However, if any one person or more than one person acting as a group,
is considered to own more than fifty (50) percent of the total fair market value or total
voting power of the Common Stock of the Corporation, the acquisition of additional stock by
the same person or persons is not considered to cause a Change in Control, or to cause a
change in the effective control of the Corporation (within the meaning of Code Section 409A
and IRS guidance issued thereunder). An increase in the percentage of Common Stock owned
by any one person, or persons acting as a group, as a result of a transaction in which the
Corporation acquires its stock in exchange for property shall be treated as an acquisition
of stock for purposes of this Section. This paragraph applies only when there is a
transfer of stock of the Corporation (or issuance of stock of the Corporation) and stock in
such Corporation remains outstanding after the transaction.

          (ii) If any one person, or more than one person acting as a group (as determined in
accordance with Code Section 409A and IRS guidance thereunder), acquires (or has acquired
during the 12-month period ending on the date of the most recent acquisition by such person
or persons) ownership of Common Stock of the Corporation possessing thirty-five (35)
percent or more of the total voting power of the Common Stock of the Corporation; or

          (iii) If a majority of members on the Corporation’s Board is replaced during any
12-month period by Directors whose appointment or election is not endorsed by a majority of
the members of the Corporation’s Board prior to the date of the appointment or election
(provided that for purposes of this paragraph, the term Corporation refers solely to the
“relevant” Corporation, as defined in Code Section 409A and IRS guidance issued
thereunder), for which no other Corporation is a majority shareholder.

          (iv) If there is a change in the ownership of a substantial portion of the
Corporation’s assets, which shall occur on the date that any one person, or more than one
person acting as a group (within the meaning of Code Section 409A and IRS guidance issued
thereunder) acquires (or has acquired during the 12-month period ending on the date of the
most recent acquisition by such person or persons) assets from the Corporation that have a
total gross fair market value equal to or more than forty (40) percent of the total gross
fair market value of all of the assets of the Corporation immediately prior to such
acquisition or acquisitions. For this purpose, gross fair market value means the value of
the assets of the Corporation, or the value of the assets being disposed of, determined
without regard to any liabilities associated with such assets.

2

 

          (f) “Code” means the Internal Revenue Code of 1986, as amended.

          (g) “Committee” means the Compensation Committee of the Board, or any other committee or
sub-committee of the Board, designated by the Board from time to time, comprised solely of two or
more Directors who are “Non-Employee Directors,” as defined in Rule 16b-3 of the Exchange Act,
“Outside Directors” as defined in Code Section 162(m) and Treasury regulations thereunder, and
“Independent Directors” for purposes of the rules and regulations of the Stock Exchange. However,
the fact that a Committee member shall fail to qualify under any of these requirements shall not
invalidate any Award made by the Committee, if the Award is otherwise validly made under the Plan.
The members of the Committee shall be appointed by, and may be changed at any time and from time to
time, at the discretion of the Board.

          (h) “Common Stock” means shares of the Corporation’s authorized common stock.

          (i) “Consultant” means a consultant or advisor (other than as an Employee or member of the
Board) to the Corporation or a Subsidiary; provided that such person (1) renders bona fide services
that are not in connection with the offer and sale of the Corporation’s securities in a
capital-raising transaction, and (2) does not promote or maintain a market for the Corporation’s
securities.

          (j) “Corporation” means ITC Holdings Corp., a Michigan corporation.

          (k) “Director” means an individual, other than an Employee, who has been elected or appointed
to serve as a Director of the Corporation.

          (l) “Disability” means total and permanent disability, as defined in Code Section 22(e);
provided, however, that for purposes of a Code Section 409A distribution event, “disability” shall
be defined under Code Section 409A and IRS guidance issued thereunder.

          (m) “Dividend Equivalent” means a credit, made at the discretion of the Committee or as
otherwise provided by the Plan, to the account of a Participant in an amount equal to the cash
dividend paid on one share of Common Stock for each share of Common Stock represented by an Award
held by such Participant. Dividend Equivalents shall not be paid on Option or Stock Appreciation
Right Awards.

          (n) “Employee” means an individual who has an “employment relationship” with the Corporation
or a Subsidiary, as defined in Treasury Regulation 1.421-7(h), and the term “employment” means
employment with the Corporation, or a Subsidiary of the Corporation.

          (o) “Exchange Act” means the Securities Exchange Act of 1934, as amended from time to time,
and any successor thereto.

3

 

          (p) “Fair Market Value” means for purposes of determining the value of Common Stock on the
Grant Date, the closing price of the Common Stock on the Stock Exchange for the Grant Date. In the
event that there are no Common Stock transactions on such date, the Fair Market Value shall be
determined as of the immediately preceding date on which there were Common Stock transactions.
Unless otherwise specified in the Plan, “Fair Market Value” for purposes of determining the value
of Common Stock on the date of exercise means the closing price of the Common Stock on the Stock
Exchange for the last date preceding the exercise on which there were Common Stock transactions.

          (q) “Grant Date” means the date on which the Committee authorizes an Award, or such later date
as shall be designated by the Committee.

          (r) “Incentive Stock Option” means an Option that is intended to meet the requirements of
Section 422 of the Code.

          (s) “Nonqualified Stock Option” means an Option that is not an Incentive Stock Option.

          (t) “Option” means either an Incentive Stock Option or a Nonqualified Stock Option.

          (u) “Participant” means an Employee (including an Employee who is a Director), Director or
Consultant, who is designated by the Committee to participate in the Plan.

          (v) “Performance Award” means any Award of Performance Shares or Performance Units granted
pursuant to Article V.

          (w) “Performance Measures” means the measures of performance of the Corporation and its
Subsidiaries used to determine a Participant’s entitlement to an Award under the Plan. Such
performance measures shall have the same meanings as used in the Corporation’s financial
statements, or, if such terms are not used in the Corporation’s financial statements, they shall
have the meaning applied pursuant to generally accepted accounting principles, or as used generally
in the Corporation’s industry. Performance Measures shall be calculated with respect to the
Corporation and each Subsidiary consolidated therewith for financial reporting purposes or such
division or other business unit as may be selected by the Committee. For purposes of the Plan, the
Performance Measures shall be calculated in accordance with generally accepted accounting
principles, but, unless otherwise determined by the Committee, prior to the accrual or payment of
any Award under this Plan for the same performance period and excluding the effect (whether
positive or negative) of any change in accounting standards or any extraordinary, unusual or
nonrecurring item, as determined by the Committee, occurring after the establishment of the
performance goals. Performance Measures shall be one or more of the following, or a combination of
any of the following, on an absolute or peer group comparison, as determined by the Committee:

4

 

	 	•	 	earnings (as measured by net income, operating income, operating income before
interest, EBIT, EBITA, EBITDA, pre-tax income, or cash earnings, or earnings as
adjusted by excluding one or more components of earnings, including each of the above
on a per share and/or segment basis);

	 	•	 	revenues/net revenues;

	 	•	 	return on net revenue (as measured by net income, operating income, operating
income before interest, EBIT, EBITA, EBITDA, pre-tax income, operating cash flow or
cash earnings as a percentage of net revenue);

	 	•	 	revenue growth;

	 	•	 	cash flow;

	 	•	 	operating cash flow;

	 	•	 	free cash flow;

	 	•	 	discounted cash flow;

	 	•	 	working capital;

	 	•	 	market capitalization;

	 	•	 	cash return on investment — CRI;

	 	•	 	return on capital;

	 	•	 	return on cost of capital;

	 	•	 	shareholder value;

	 	•	 	return on equity;

	 	•	 	total shareholder return;

	 	•	 	return on investment;

	 	•	 	economic value added;

	 	•	 	return on assets/net assets;

	 	•	 	stock trading multiples (as measured vs. investment, net income, operating income,
operating income before interest, EBIT, EBITA, EBITDA, pre-tax income, cash earnings
or operating cash flow);

5

 

	 	•	 	stock price;

	 	•	 	attainment of strategic or operational initiatives;

	 	•	 	achievement of operational goals, including but not limited to safety records,
outage frequencies, and capital and maintenance projects.

          (x) “Performance Share” means any grant pursuant to Article V and Section 5.2(b)(i).

          (y) “Performance Unit” means any grant pursuant to Article V and Section 5.2(b)(ii).

          (z) “Plan” means the ITC Holdings Corp. 2006 Long Term Incentive Plan, the terms of which are
set forth herein, and any amendments thereto.

          (aa) “Restriction Period” means the period of time during which a Participant’s Restricted
Stock or Restricted Stock Unit is subject to restrictions and is nontransferable.

          (bb) “Restricted Stock” means Common Stock granted pursuant to Article IV that is subject to a
Restriction Period.

          (cc) “Restricted Stock Unit” means a right granted pursuant to Article IV to receive
Restricted Stock or an equivalent value in cash.

          (dd) “Securities Act” means the Securities Act of 1933, as amended.

          (ee) “Stock Appreciation Right” means the right to receive a cash or Common Stock payment from
the Corporation, in accordance with Article III of the Plan.

          (ff) “Stock Exchange” means the principal national securities exchange on which the Common
Stock is listed for trading, or, if the Common Stock is not listed for trading on a national
securities exchange, such other recognized trading market or quotation system upon which the
largest number of shares of Common Stock has been traded in the aggregate during the last 20 days
before a Grant Date, or date on which an Option is exercised, whichever is applicable.

          (gg) “Subsidiary” means a corporation or other entity defined in Code Section 424(f).

          (hh) “Substitute Awards” shall mean Awards granted or shares issued by the Corporation in
assumption of, or in substitution or exchange for, awards previously granted, or the right or
obligation to make future awards, by a company acquired by the Corporation or any Subsidiary or
with which the Corporation or any Subsidiary combines.

6

 

          (ii) “Vested” or “Vesting” means the extent to which an Award granted or issued hereunder has
become exercisable or any applicable Restriction Period has terminated or lapsed in accordance with
the Plan and the terms of any respective Agreement pursuant to which such Award was granted or
issued or has become payable in whole or in part due to the satisfaction of performance goal(s) set
forth in any respective Agreement pursuant to which such Award was granted or issued.

     1.5 Administration. 

          (a) The Plan shall be administered by the Committee. The Committee shall interpret the Plan,
prescribe, amend, and rescind rules and regulations relating to the Plan, and make all other
determinations necessary or advisable for its administration. The decision of the Committee on any
question concerning the interpretation of the Plan or its administration with respect to any Award
granted under the Plan shall be final and binding upon all Participants. No member of the
Committee shall be liable for any action or determination made in good faith with respect to the
Plan or any Award hereunder.

          (b) In addition to any other powers set forth in the Plan and subject to the provisions of the
Plan, but, in the case of Awards designated as Awards under Code Section 162(m), subject to the
requirements of Code Section 162(m), the Committee shall have the full and final power and
authority, in its discretion to:

          (i) amend, modify, or cancel any Award, or to waive any restrictions or conditions
applicable to any Award or any shares acquired pursuant thereto;

          (ii) subject to Code Section 409A, accelerate, continue, or defer the exercisability
or Vesting of any Award or any shares acquired pursuant thereto;

          (iii) authorize, in conjunction with any applicable deferred compensation plan of the
Corporation, that the receipt of cash or Common Stock subject to any Award under this Plan
may be deferred under the terms and conditions of such deferred compensation plan;

          (iv) determine the terms and conditions of Awards granted to Participants and whether
such terms and conditions have been satisfied, including without limitation as required in
Section 7.2 of the Plan; and

          (v) establish such other Awards, besides those specifically enumerated in the Plan,
which the Committee determines are consistent with the Plan’s purposes.

     1.6 Participants. Participants in the Plan shall be such Employees (including
Employees who are directors of the Corporation or any of its Subsidiaries), Directors and
Consultants of the Corporation and its Subsidiaries as the Committee in its sole discretion may
select from time to time. The Committee may grant Awards to an individual upon the condition that
the individual become an Employee, Director or Consultant of the

7

 

Corporation or of a Subsidiary, provided that the Award shall be deemed to be granted only on
the date that the individual becomes an Employee, Director or Consultants, as applicable.

     1.7 Stock.

          (a) The Corporation has reserved four million nine hundred fifty thousand (4,950,000) shares
of Common Stock for issuance pursuant to stock-based Awards. Up to three million two hundred fifty
thousand (3,250,000) of the reserved shares may be granted as Awards that may be settled in shares
of Common Stock other than Options or Stock Appreciation Rights. Up to one million four hundred
thousand (1,400,000) of the reserved shares may be granted as Incentive Stock Options under the
Plan. All provisions in this Section 1.7 shall be adjusted, as applicable, in accordance with
Article IX.

          (b) Each share of Common Stock subject to any Award shall be counted against the aggregate
reserved share limit in paragraph (a) above as one share.

          (c) If any shares subject to any portion of an Award that is forfeited, cancelled, or expires
or otherwise terminates without issuance of such shares, or any Award is settled for cash or
otherwise does not result in the issuance of all or a portion of the shares subject to such Award,
the shares shall, to the extent of such forfeiture, cancellation, expiration, termination, cash
settlement or non-issuance, again be available for issuance pursuant to Awards under the Plan and
shall not be counted against the other limitations in Section 1.7(a).

          (d) For the avoidance of doubt, the following shares of Common Stock, however, may not again
be made available for issuance as Awards under the Plan: (i) shares not issued or delivered as a
result of the net settlement of an outstanding Option or Stock Appreciation Right, (ii) shares used
to pay the exercise price or withholding taxes related to an outstanding Award or (iii) shares
repurchased on the open market with the proceeds of the option exercise price.

          (e) Substitute Awards shall not reduce the shares reserved for issuance under the Plan or
authorized for grant to a Participant in any fiscal year. Additionally, in the event that a
company acquired by the Corporation or any Subsidiary or with which the Corporation or any
Subsidiary combines has shares available under a pre-existing plan approved by shareholders and not
adopted in contemplation of such acquisition or combination, the shares available for grant
pursuant to the terms of such pre-existing plan (as adjusted, to the extent appropriate, using the
exchange ratio or other adjustment or valuation ratio or formula used in such acquisition or
combination to determine the consideration payable to the holders of common stock of the entities
party to such acquisition or combination) may be used for Awards under the Plan and shall not
reduce the Shares authorized for issuance under the Plan; provided that Awards using such

8

 

available shares shall not be made after the date awards or grants could have been made under
the terms of the pre-existing plan, absent the acquisition or combination, and shall only be made
to individuals who were not Employees or Directors or an affiliate of the Corporation or its
Subsidiaries prior to such acquisition or combination.

     1.8 Repricing. Without the affirmative vote of holders of a majority of the shares of
Common Stock cast in person or by proxy at a meeting of the shareholders of the Corporation at
which a quorum representing a majority of all outstanding shares is present or represented by
proxy, neither the Board nor the Committee shall approve a program providing for (a) the
cancellation of outstanding Options and/or Stock Appreciation Rights and the grant in substitution
therefore of any new Options and/or Stock Appreciation Rights under the Plan having a lower
exercise price than the Fair Market Value of the underlying Common Stock on the original Grant
Date, (b) the amendment of outstanding Options and/or Stock Appreciation Rights to reduce the
exercise price thereof below the Fair Market Value of the underlying Common Stock on the original
Grant Date, or (c) the exchange of outstanding Options or Stock Appreciation Rights for cash or
other Awards if the exercise price per share of such Options or Stock Appreciation Rights is less
than the Fair Market Value per share as of the date of exchange. This Section shall not be
construed to apply to “issuing or assuming a stock option in a transaction to which section 424(a)
applies,” within the meaning of Section 424 of the Code.

II. STOCK OPTIONS

     2.1 Grant of Options. The Committee, at any time and from time to time, subject to
the terms and conditions of the Plan, may grant Options to such Participants and for such number of
shares of Common Stock as it shall designate. Any Participant may hold more than one Option under
the Plan and any other plan of the Corporation or Subsidiary. The Committee shall determine the
general terms and conditions of exercise, which shall be set forth in a Participant’s Agreement.
No Option granted hereunder may be exercised after the tenth anniversary of the Grant Date. The
Committee may designate any Option granted as either an Incentive Stock Option or a Nonqualified
Stock Option, or the Committee may designate a portion of an Option as an Incentive Stock Option or
a Nonqualified Stock Option. Unless otherwise provided in a Participant’s Agreement, Options are
intended to satisfy the requirements of Code Section 162(m) and the regulations promulgated
thereunder, to the extent applicable.

     2.2 Incentive Stock Options. Any Option intended to constitute an Incentive Stock
Option shall comply with the requirements of this Section 2.2. An Incentive Stock Option only may
be granted to an Employee. No Incentive Stock Option shall be granted with an exercise price below
the Fair Market Value of Common Stock on the Grant Date nor with an exercise term that extends
beyond ten (10) years from the Grant Date. An Incentive Stock Option shall not be granted to any
Participant who owns (within the meaning of Code Section 424(d)) stock of the Corporation or any
Subsidiary possessing more than 10% of the total combined voting power of all classes of stock of
the Corporation or a Subsidiary unless, at the Grant Date, the exercise price for the Option is at
least 110% of the Fair Market Value of the shares subject to the Option and the Option,

9

 

by its terms, is not exercisable more than five (5) years after the Grant Date. The aggregate
Fair Market Value of the underlying Common Stock (determined at the Grant Date) as to which
Incentive Stock Options granted under the Plan (including a plan of a Subsidiary) may first be
exercised by a Participant in any one calendar year shall not exceed $100,000. To the extent that
an Option intended to constitute an Incentive Stock Option shall violate the foregoing $100,000
limitation (or any other limitation set forth in Code Section 422), the portion of the Option that
exceeds the $100,000 limitation (or violates any other Code Section 422 limitation) shall be deemed
to constitute a Nonqualified Stock Option.

     2.3 Option Price. The Committee shall determine the per share exercise price for each
Option granted under the Plan. No Option may be granted with an exercise price below 100% of the
Fair Market Value of Common Stock on the Grant Date.

     2.4 Payment for Option Shares.

          (a) The purchase price for shares of Common Stock to be acquired upon exercise of an Option
granted hereunder shall be paid in full in cash or by personal check, bank draft or money order at
the time of exercise; provided, however, that in lieu of such form of payment, unless otherwise
provided in a Participant’s Agreement, payment may be made by (i) delivery to the Corporation of
outstanding shares of Common Stock that have been held at least six (6) months, on such terms and
conditions as may be specified in the Participant’s Agreement; (ii) by delivery to the Corporation
of a properly executed exercise notice, acceptable to the Corporation, together with irrevocable
instructions to the Participant’s broker to deliver to the Corporation sufficient cash to pay the
exercise price and any applicable income and employment withholding taxes, in accordance with a
written agreement between the Corporation and the brokerage firm; (iii) delivery of other
consideration approved by the Committee having a Fair Market Value on the exercise date equal to
the total purchase price; (iv) other means determined by the Committee; or (v) any combination of
the foregoing.

          (b) Notwithstanding the foregoing, an Option may not be exercised by delivery to or
withholding by the Corporation of shares of Common Stock to the extent that such delivery or
withholding (i) would constitute a violation of the provisions of any law or regulation (including
the Sarbanes-Oxley Act of 2002), or (ii) if there is a substantial likelihood that the use of such
form of payment would result in adverse accounting treatment to the Corporation under generally
accepted accounting principles. Until a Participant has been issued a certificate or certificates
for the shares of Common Stock so purchased (or the book entry representing such shares has been
made and such shares have been deposited with the appropriate registered book-entry custodian), he
or she shall possess no rights as a record holder with respect to any such shares.

III. STOCK APPRECIATION RIGHTS

     3.1 Grant of Stock Appreciation Rights. Stock Appreciation Rights may be granted,
held and exercised in such form and upon such general terms and conditions as determined by the
Committee on an individual basis. A Stock Appreciation Right may

10

 

be granted to a Participant with respect to such number of shares of Common Stock of the
Corporation as the Committee may determine. Unless otherwise provided in a Participant’s
Agreement, Stock Appreciation Rights are intended to satisfy the requirements of Code Section
162(m) and the regulations promulgated thereunder, to the extent applicable. No Stock Appreciation
Right shall be granted with an exercise term that extends beyond ten (10) years from the Grant
Date.

     3.2 Exercise Price. The Committee shall determine the per share exercise price for
each Stock Appreciation Right granted under the Plan; provided, however, that the exercise price of
a Stock Appreciation Right shall not be less than 100% of the Fair Market Value of the shares of
Common Stock covered by the Stock Appreciation Right on the Grant Date.

     3.3 Exercise of Stock Appreciation Rights. A Stock Appreciation Right shall be deemed
exercised upon receipt by the Corporation of written notice of exercise from the Participant. The
Committee shall specify in a Participant’s Agreement whether payment shall be made in cash or
shares of Common Stock, or any combination thereof.

     3.4 Stock Appreciation Right Payment. Upon exercise of a Stock Appreciation Right, a
Participant shall be entitled to payment from the Corporation, in cash, shares, or partly in each
(as determined by the Committee in accordance with any applicable terms of the Agreement), of an
amount equal to the difference between (i) the aggregate Fair Market Value on the exercise date for
the specified number of shares being exercised, and (ii) the aggregate exercise price for the
specified number of shares being exercised.

     3.5 Maximum Stock Appreciation Right Amount Per Share. The Committee may, at its sole
discretion, establish (at the time of grant) a maximum amount per share which shall be payable upon
the exercise of a Stock Appreciation Right, expressed as a dollar amount.

IV. RESTRICTED STOCK AND UNITS

     4.1 Grant of Restricted Stock and Restricted Stock Units. Subject to the terms and
conditions of the Plan, the Committee, at any time and from time to time, may grant shares of
Restricted Stock and Restricted Stock Units under the Plan to such Participants and in such amounts
as it shall determine.

     4.2 Restricted Stock Agreement. Each Award of Restricted Stock or Restricted Stock
Units shall be evidenced by an Agreement that shall specify the terms of the restrictions,
including the Restriction Period, or periods, the number of Common Stock shares or units subject to
the Award, the purchase price for the shares of Restricted Stock, if any, the form of consideration
that may be used to pay the purchase price of the Restricted Stock, including those specified in
Section 2.4, and such other general terms and conditions, including performance goal(s), as the
Committee shall determine.

     4.3 Transferability. Except as provided in this Article IV and Section 10.3 of the
Plan, the shares of Common Stock subject to an Award of Restricted Stock or

11

 

Restricted Stock Units granted hereunder may not be transferred, pledged, assigned, or
otherwise alienated or hypothecated until the termination of the applicable Restriction Period or
for such period of time as shall be established by the Committee and specified in the applicable
Agreement, or upon the earlier satisfaction of other conditions as specified by the Committee in
its sole discretion and as set forth in the applicable Agreement.

     4.4 Other Restrictions. The Committee shall impose such other restrictions on any
shares of Common Stock subject to an Award of Restricted Stock or Restricted Stock Units under the
Plan as it may deem advisable including, without limitation, restrictions under applicable Federal
or State securities laws, and the issuance of a legended certificate of Common Stock representing
such shares to give appropriate notice of such restrictions (or, if issued in book entry form, a
notation with similar restrictive effect with respect to the book entry representing such shares).
The Committee shall have the discretion to waive the applicable Restriction Period with respect to
all or any part of the Common Stock subject to an Award of Restricted Stock or Restricted Stock
Units that has not been granted under Code Section 162(m).

     4.5 Voting Rights. During the Restriction Period, Participants holding issued and
outstanding shares of Common Stock subject to a Restricted Stock Award may exercise full voting
rights with respect to the Restricted Stock, whether or not such Award has Vested.

     4.6 Dividends and Dividend Equivalents.

          (a) Except as set forth below or in a Participant’s Agreement, during the Restriction Period,
a Participant shall be entitled to receive all dividends and other distributions paid with respect
to issued and outstanding shares of Common Stock subject to an Award of Restricted Stock, whether
or not such Award has Vested. If any dividends or distributions are paid in shares of Common Stock
during the Restriction Period applicable to an Award of Restricted Stock, the dividend or other
distribution shares shall be subject to the same restrictions on transferability as the shares of
Common Stock with respect to which they were paid.

          (b) The Committee, in its discretion, may provide in the Agreement evidencing any Restricted
Stock Unit that the Participant shall be entitled to receive Dividend Equivalents with respect to
the payment of cash dividends on Common Stock having a record date prior to the date on which
Restricted Stock Units held by such Participant are settled. Such Dividend Equivalents, if any,
shall be paid by crediting the Participant with additional whole Restricted Stock Units as of the
date of payment of such cash dividends on Common Stock. The number of additional Restricted Stock
Units (rounded to the nearest whole number) to be so credited shall be determined by dividing (i)
the amount of cash dividends paid on such date with respect to the number of shares of Common Stock
represented by the Restricted Stock Units previously credited to the Participant, by (ii) the Fair
Market Value per share of Common Stock on such date. Such additional Restricted Stock Units shall
be subject to the same terms and conditions and shall be settled in the same manner and at the same
time (or as soon thereafter as

12

 

practicable) as the Restricted Stock Units originally subject to the Award. In the event of a
dividend or distribution paid in shares of Common Stock or any other adjustment made upon a change
in the capital structure of the Corporation as described in Article IX, appropriate adjustments
shall be made in the Participant’s Restricted Stock Unit so that it represents the right to receive
upon settlement any and all new, substituted or additional securities or other property (other than
normal cash dividends) to which the Participant would be entitled by reason of the shares of Common
Stock issuable upon settlement of the Restricted Stock Unit, and all such new, substituted or
additional securities or other property shall be immediately subject to the same restrictions as
are applicable to the Restricted Stock Unit.

     4.7 Settlement of Restricted Stock Units. If a Restricted Stock Unit is payable in
Common Stock, the Corporation shall issue to a Participant on the date on which Restricted Stock
Units subject to the Participant’s Award Vest or on such other date determined by the Committee, in
its discretion, and set forth in the Agreement, one share of Common Stock and/or any other new,
substituted or additional securities or other property pursuant to an adjustment described in
Section 9.1 for each Restricted Stock Unit then becoming Vested or otherwise to be settled on such
date, subject to the withholding of applicable taxes. Notwithstanding any other provision in this
Plan to the contrary, any Restricted Stock Unit, whether settled in Common Stock, cash or other
property, shall be paid no later than two and a half (2 1/2) months after the later of the end of
the fiscal or calendar year in which the Restricted Stock Unit Vests.

     4.8 Restricted Stock Unit Bonus Deferral Awards. A Participant designated by the
Committee who is an insider or otherwise among a select group of highly compensated Employees may
irrevocably elect, prior to a date specified by the Committee and in compliance with Code Section
409A, to defer receipt of any cash bonus or cash Annual Incentive Award payable by the Corporation
(subject to any minimum or maximum limitations imposed by the Committee), which shall be credited
to the Participant in the form of Restricted Stock Units, subject to such terms and other
conditions established by the Committee as set forth in the associated Agreement. In consideration
for foregoing bonus or Annual Incentive Award compensation, the dollar amount deferred by a
Participant may be increased by the Committee up to fifty (50) percent (or such lesser percentage
specified by the Committee), for purposes of determining the number of Restricted Stock Units in
the Participant’s Award. The electing Participant shall be credited, as of the date specified in
the Agreement, with a number of Restricted Stock Units, equal to the amount of the deferral
(increased by any Committee match), divided by the Fair Market Value on the applicable date.

V. PERFORMANCE AWARDS

     5.1 Grant of Performance Awards. The Committee, at its discretion, may grant
Performance Awards to Participants and may determine, on an individual or group basis, the
performance goal or goals to be attained pursuant to each Performance Award.

     5.2 Terms of Performance Awards.

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          (a) Performance Awards shall consist of rights to receive cash, Common Stock, other property
or a combination of each, if designated performance goal(s) are achieved. The terms of a
Participant’s Performance Award shall be set forth in a Participant’s Agreement. Each Agreement
shall specify the performance goal or goals, which may include the Performance Measures, applicable
to a particular Participant or group of Participants, the period over which the targeted goal(s)
are to be attained, the payment schedule if the goal(s) are attained, and any other general terms
as the Committee shall determine and conditions applicable to an individual Performance Award. The
Committee, at its discretion, may waive all or part of the conditions, goals and restrictions
applicable to the receipt of full or partial payment of a Performance Award that has not been
granted as a Code Section 162(m) Award.

          (b) Performance Awards may be granted as Performance Shares or Performance Units, at the
discretion of the Committee. Performance Awards shall be paid no later than two and a half (2 1/2)
months after the later of the end of the fiscal or calendar year in which the Performance Award is
no longer subject to a substantial risk of forfeiture.

          (i) In the case of Performance Shares, the Participant shall receive a legended
certificate of Common Stock, restricted from transfer prior to the satisfaction of the
designated performance goals and restrictions (or shares may be issued in book entry form
with a notation having similar restrictive effect with respect to the book entry
representing such shares), as determined by the Committee and specified in the
Participant’s Agreement. Prior to satisfaction of the performance goal(s) and
restrictions, the Participant shall be entitled to vote the Performance Shares to the
extent such shares are issued and outstanding. Further, any dividends paid on such shares
during the performance period automatically shall be reinvested on behalf of the
Participant in additional Performance Shares under the Plan, and such additional shares
shall be subject to the same performance goals and restrictions as the other shares under
the Performance Share Award.

          (ii) In the case of Performance Units, the Participant shall receive an Agreement from
the Committee that specifies the performance goal(s) and restrictions that must be
satisfied before the Corporation shall issue the payment, which may be cash, a designated
number of shares of Common Stock, other property, or a combination thereof.

VI. ANNUAL INCENTIVE AWARDS

     6.1 Grant of Annual Incentive Awards.

          (a) The Committee, at its discretion, may grant Annual Incentive Awards to such Participants
as it may designate from time to time. The terms of a Participant’s Annual Incentive Award shall
be set forth in the Participant’s individual Agreement. Each Agreement shall specify such general
terms and conditions as the Committee shall determine.

14

 

          (b) The determination of Annual Incentive Awards for a given year may be based upon the
attainment of specified levels of Corporation or Subsidiary performance as measured by
pre-established, objective performance criteria determined at the discretion of the Committee,
including any or all of the Performance Measures.

          (c) The Committee shall (i) select those Participants who shall be eligible to receive an
Annual Incentive Award, (ii) determine the performance period, (iii) determine target levels of
performance, and (iv) determine the level of Annual Incentive Award to be paid to each selected
Participant upon the achievement of each performance level. The Committee generally shall make the
foregoing determinations prior to the commencement of services to which an Annual Incentive Award
relates (or within the permissible time-period established under Code Section 162(m)), to the
extent applicable, and while the outcome of the performance goals and targets is uncertain.

     6.2 Payment of Annual Incentive Awards.

          (a) Annual Incentive Awards shall be paid in cash, shares of Common Stock or other property,
at the discretion of the Committee. Payments shall be made following a determination by the
Committee that the performance targets were attained and shall be made within two and a half (21/2)
months after the later of the end of the fiscal or calendar year in which the Annual Incentive
Award is no longer subject to a substantial risk of forfeiture.

          (b) The amount of an Annual Incentive Award to be paid upon the attainment of each targeted
level of performance shall equal a percentage of a Participant’s base salary for the fiscal year, a
fixed dollar amount, or such other formula, as determined by the Committee.

VII. CODE SECTION 162(m) PERFORMANCE MEASURE AWARDS

     7.1 Awards Granted Under Code Section 162(m). The Committee, at its discretion, may
designate that a Restricted Stock, Restricted Stock Unit, Performance Share, Performance Unit or
Annual Incentive Award shall be granted as a Code Section 162(m) Award. Such an Award must comply
with the following additional requirements, which shall control over any other provision that
pertains to such Award under Articles IV, V and VI.

          (a) Each Code Section 162(m) Award shall be based upon the attainment of specified levels of
pre-established, objective Performance Measures that are intended to satisfy the performance based
compensation requirements of Code Section 162(m) and the regulations promulgated thereunder.
Further, at the discretion of the Committee, an Award also may be subject to goals and restrictions
in addition to the Performance Measures.

          (b) For each Code Section 162(m) Award, the Committee shall (i) select the Participant who
shall be eligible to receive a Code Section 162(m) Award, (ii) determine the applicable performance
period, (iii) determine the target levels of the Corporation or Subsidiary Performance Measures,
and (iv) determine the number of

15

 

shares of Common Stock or cash or other property (or combination thereof) subject to an Award
to be paid to each selected Participant. The Committee shall make the foregoing determinations
prior to the commencement of services to which an Award relates (or within the permissible time
period established under Code Section 162(m)) and while the outcome of the performance goals and
targets is uncertain.

     7.2 Attainment of Code Section 162(m) Goals.

          (a) After each performance period, the Committee shall certify, in writing (which writing may
include the minutes for any meeting of the Committee): (i) if the Corporation has attained the
performance targets, and (ii) the number of shares pursuant to the Award that are to become freely
transferable, if applicable, or the cash or other property payable under the Award. The Committee
shall have no discretion to waive all or part of the conditions, goals and restrictions applicable
to the receipt of full or partial payment of an Award except in the case of the death or Disability
of a Participant.

          (b) Notwithstanding the foregoing, the Committee may, in its discretion, reduce any Award
based on such factors as may be determined by the Committee, including, without limitation, a
determination by the Committee that such a reduction is appropriate in light of pay practices of
competitors, or the performance of the Corporation, a Subsidiary or a Participant relative to the
performance of competitors, or performance with respect to the Corporation’s strategic business
goals.

     7.3 Individual Participant Limitations. Subject to adjustment as provided in Section
9.1, no Participant in any one fiscal year of the Corporation may be granted (a) Options or Stock
Appreciation Rights with respect to more than two hundred thousand (200,000) shares of Common
Stock; (b) Restricted Stock or Restricted Stock Units that are denominated in shares of Common
Stock with respect to more than one hundred thousand (100,000) shares; (c) Performance Awards that
are denominated in shares of Common Stock with respect to more than one hundred thousand (100,000)
shares; and (d) an Annual Incentive Award denominated in shares of Common Stock with respect to
more than one hundred thousand (100,000) shares. The maximum dollar value payable to any
Participant in any one fiscal year of the Corporation with respect to Restricted Stock Units,
Performance Awards or Annual Incentive Awards that are valued in property other than Common Stock
is the lesser of three million dollars ($3,000,000) or four (4) times the Participant’s base salary
for the fiscal year. If an Award is cancelled, the cancelled Award shall continue to be counted
towards the applicable limitations.

VIII. TERMINATION OF EMPLOYMENT OR SERVICES

     8.1 Options and Stock Appreciation Rights.

          (a) If, prior to the date when an Option or Stock Appreciation Right first becomes Vested, a
Participant’s employment or services are terminated for any reason, the Participant’s right to
exercise the Option or Stock Appreciation Right shall

16

 

terminate and all rights thereunder shall cease, unless provided otherwise in a Participant’s
Agreement.

          (b) If, on or after the date when an Option or Stock Appreciation Right first becomes Vested,
a Participant’s employment or services are terminated for any reason other than death or
Disability, the Participant shall have the right, within the earlier of (i) the expiration of the
Option or Stock Appreciation Right, and (ii) three (3) months after termination of employment or
services, as applicable, to exercise the Option or Stock Appreciation Right to the extent that it
was exercisable and unexercised on the date of the Participant’s termination of employment or
services, subject to any other limitation on the exercise of the Option or Stock Appreciation Right
in effect on the date of exercise. The Committee may designate in a Participant’s Agreement that
an Option or Stock Appreciation Right shall terminate at an earlier or later time than set forth
above.

          (c) If, on or after the date when an Option or Stock Appreciation Right first becomes Vested,
a Participant’s employment or services are terminated due to death while an Option or Stock
Appreciation Right is still exercisable, the person or persons to whom the Option or Stock
Appreciation Right shall have been transferred by will or the laws of descent and distribution,
shall have the right within the exercise period specified in the Participant’s Agreement to
exercise the Option or Stock Appreciation Right to the extent that it was exercisable and
unexercised on the Participant’s date of death, subject to any other limitation on exercise in
effect on the date of exercise. The beneficial tax treatment of an Incentive Stock Option may be
forfeited if the Option is exercised more than one year after a Participant’s date of death.

          (d) If, on or after the date when an Option or Stock Appreciation Right first becomes Vested,
a Participant’s employment or services are terminated due to Disability, the Participant shall have
the right, within the exercise period specified in the Participant’s Agreement, to exercise the
Option or Stock Appreciation Right to the extent that it was exercisable and unexercised on the
date of the Participant’s termination of employment or services due to Disability, subject to any
other limitation on the exercise of the Option or Stock Appreciation Right in effect on the date of
exercise. If the Participant dies after termination of employment or services, as applicable,
while the Option or Stock Appreciation Right is still exercisable, the Option or Stock Appreciation
Right shall be exercisable in accordance with the terms of paragraph (c), above.

          (e) The Committee, at the time of a Participant’s termination of employment or services, may
accelerate a Participant’s right to exercise an Option or, subject to Code Section 409A and Section
2.1 of the Plan, may extend an Option term.

          (f) Shares subject to Options and Stock Appreciation Rights that are not exercised in
accordance with the provisions of (a) through (e) above shall expire and be forfeited by the
Participant as of their expiration date and shall become available for new Awards under the Plan as
of such date.

     8.2 Restricted Stock and Restricted Stock Units. If a Participant’s employment or
services are terminated for any reason, the Participant’s right to shares of

17

 

Common Stock subject to a Restricted Stock or Restricted Stock Unit Award that are still
subject to a Restriction Period automatically shall terminate and be forfeited by the Participant
(or, if the Participant was required to pay a purchase price for the Restricted Stock, other than
for the performance of services, the Corporation shall have the option to repurchase any shares
acquired by the Participant which are still subject to the Restriction Period for the purchase
price paid by the Participant) and, subject to Section 1.6, said shares shall be available for new
Awards under the Plan as of such termination date. Provided, however, that the Committee, in its
sole discretion, may provide in a Participant’s Agreement for the continuation of a Restricted
Stock Award or Restricted Stock Unit after a Participant’s employment or services are terminated or
may waive or, subject to Code Section 409A, change the remaining restrictions or add additional
restrictions, as it deems appropriate. The Committee shall not waive any restrictions on a Code
Section 162(m) Restricted Stock or Restricted Stock Unit Award, but the Committee may provide in a
Participant’s Code Section 162(m) Restricted Stock or Restricted Stock Unit Agreement or otherwise
that upon the Participant’s termination of employment due to (a) death, or (b) Disability prior to
the termination of the Restriction Period, that the performance goals and restrictions shall be
deemed to have been satisfied on terms determined by the Committee.

     8.3 Performance Awards. Performance Awards shall expire and be forfeited by a
Participant upon the termination of Participant’s employment or services for any reason, and,
subject to Section 1.6, shall be available for new Awards under the Plan as of such termination
date. Provided, however, that the Committee, in its discretion, may provide in a Participant’s
Agreement or, subject to Code Section 409A, may provide otherwise for the continuation of a
Performance Award after a Participant’s employment or services are terminated or may waive or
change all or part of the conditions, goals and restrictions applicable to such Performance Award.
Notwithstanding the foregoing, the Committee shall not waive any restrictions on a Code Section
162(m) Performance Award, but the Committee may provide in an Participant’s Code Section 162(m)
Performance Share Agreement or otherwise that upon the Participant’s termination of employment due
to (a) death, or (b) Disability prior to the attainment of the associated performance goals and
restrictions, that the performance goals and restrictions shall be deemed to have been satisfied on
terms determined by the Committee.

     8.4 Annual Incentive Awards.

          (a) A Participant who has been granted an Annual Incentive Award and whose employment or
services terminate due to Disability or death prior to the end of the Corporation’s fiscal year
shall be entitled to a pro-rated payment of the Annual Incentive Award, based on the number of full
months of employment or services, as applicable during the fiscal year. Any such prorated Annual
Incentive Award shall be paid at the same time as regular Annual Incentive Awards and, in the event
of the Participant’s death, to the Participant’s designated beneficiary.

          (b) Except as otherwise determined by the Committee in its discretion, a Participant who has
been granted an Annual Incentive Award and resigns or is terminated for any reason (other than
Disability or death), before the payment date of an

18

 

Annual Incentive Award, shall forfeit the right to the Annual Incentive Award payment for that
fiscal year.

     8.5 Other Provisions. The transfer of an Employee from one corporation to another
among the Corporation and any of its Subsidiaries, or a leave of absence under the leave policy of
the Corporation or any of its Subsidiaries shall not be a termination of employment for purposes of
the Plan, unless a provision to the contrary is expressly stated by the Committee in a
Participant’s Agreement issued under the Plan.

IX. ADJUSTMENTS AND CHANGE IN CONTROL

     9.1 Adjustments. In the event of a merger, reorganization, consolidation,
recapitalization, dividend or distribution (whether in cash, shares or other property), stock
split, reverse stock split, spin-off or similar transaction or other change in corporate structure
affecting the Common Stock or the value thereof, such adjustments and other substitutions shall be
made to the Plan and Awards as the Committee, in its sole discretion, deems equitable or
appropriate, including adjustments in the aggregate number, class and kind of securities that may
be delivered under the Plan and, in the aggregate or to any one Participant, in the number, class,
kind and option or exercise price of securities subject to outstanding Awards granted under the
Plan (including, if the Committee deems appropriate, the substitution of similar options to
purchase the shares of, or other awards denominated in the shares of, another company, as the
Committee may determine to be appropriate in its sole discretion).

     9.2 Change in Control.

          (a) Notwithstanding anything contained herein to the contrary, the Committee, in its
discretion, may provide in a Participant’s Agreement or otherwise that upon a Change in Control,
any or all of the following shall occur: (i) any outstanding Option or Stock Appreciation Right
granted hereunder immediately shall become fully Vested and exercisable, regardless of any
installment provision applicable to such Option or Stock Appreciation Right; (ii) the remaining
Restriction Period on any Shares of Common Stock subject to a Restricted Stock or Restricted Stock
Unit Award granted hereunder immediately shall lapse and the shares shall become fully
transferable, subject to any applicable Federal or State securities laws; (iii) all performance
goals and conditions shall be deemed to have been satisfied and all restrictions shall lapse on any
outstanding Performance Awards, which immediately shall become payable (either in full or pro-rata
based on the portion of the applicable performance period completed as of the Change in Control);
(iv) all performance targets and performance levels shall be deemed to have been satisfied for any
outstanding Annual Incentive Awards, which immediately shall become payable (either in full or
pro-rata based on the portion of the applicable performance period completed as of the Change in
Control); or (v) such other treatment as the Committee may determine.

          (b) The Committee may, in its sole discretion and without the consent of any Participant,
determine that, upon the occurrence of a Change in Control, each or any Option or Stock
Appreciation Right outstanding immediately prior to the Change in

19

 

Control shall be cancelled in exchange for a payment with respect to each Vested share of
Common Stock subject to such cancelled Option or Stock Appreciation Right in (i) cash, (ii) stock
of the Corporation or of a corporation or other business entity a party to the Change in Control,
or (iii) other property which, in any such case, shall be in an amount having a Fair Market Value
equal to the excess of the Fair Market Value of the consideration to be paid per share of Common
Stock in the Change in Control transaction over the exercise price per share under such Option or
Stock Appreciation Right (the “Spread”). In the event such determination is made by the Committee,
the Spread (reduced by applicable withholding taxes, if any) shall be paid to a Participant in
respect of the Participant’s cancelled Options and Stock Appreciation Rights as soon as practicable
following the date of the Change in Control.

          (c) Notwithstanding the foregoing, the Committee, in its discretion, may provide in a
Participant’s Agreement or otherwise that, if in the event of a Change in Control the successor
company assumes or substitutes for an Option, Stock Appreciation Right, Restricted Stock, or
Restricted Stock Unit payable in shares of Common Stock, Performance Award payable in shares of
Common Stock or Annual Incentive Award payable in shares of Common Stock, then each such
outstanding Option, Stock Appreciation Right, Restricted Stock, Restricted Stock Unit, Performance
Award or Annual Incentive Award shall not be accelerated as described in Section 9.2(a). For the
purposes of this Section 9.2(c), such an Option, Stock Appreciation Right, Restricted Stock,
Restricted Stock Unit, Performance Award or Annual Incentive Award shall be considered assumed or
substituted for if following the Change in Control the Award confers the right to purchase or
receive, for each share of Common Stock subject to such Option, Stock Appreciation Right,
Restricted Stock, Restricted Stock Unit, Performance Award or Annual Incentive Award immediately
prior to the Change in Control, the consideration (whether stock, cash or other securities or
property) received in the transaction constituting a Change in Control by holders of shares of
Common Stock for each share held on the effective date of such transaction (and if holders were
offered a choice of consideration, the type of consideration chosen by the holders of a majority of
the outstanding shares); provided, however, that if such consideration received in the transaction
constituting a Change in Control is not solely common stock of the successor company, the Committee
may, with the consent of the successor company, provide that the consideration to be received upon
the exercise or vesting of such Option, Stock Appreciation Right, Restricted Stock, Restricted
Stock Unit, Performance Award or Annual Incentive Award, for each share of Common Stock subject
thereto, shall be solely common stock of the successor company substantially equal in fair market
value to the per share consideration received by holders of shares of Common Stock in the
transaction constituting a Change in Control. The determination of such substantial equality of
value of consideration shall be made by the Committee in its sole discretion and its determination
shall be conclusive and binding.

X. MISCELLANEOUS

     10.1 Partial Exercise/Fractional Shares. The Committee may permit, and shall
establish procedures for, the partial exercise of Options and Stock Appreciation Rights granted
under the Plan. No fractional shares shall be issued in connection with the

20

 

exercise of an Option or Stock Appreciation Right or payment of a Performance Award,
Restricted Stock Award, Restricted Stock Unit, or Annual Incentive Award; instead, the Fair Market
Value of the fractional shares shall be paid in cash, or at the discretion of the Committee, the
number of shares shall be rounded down to the nearest whole number of shares and any fractional
shares shall be disregarded.

     10.2 Rights Prior to Issuance of Shares. No Participant shall have any rights as a
shareholder with respect to shares covered by an Award until the issuance of a stock certificate
for such shares (or book entry representing such shares has been made and such shares have been
deposited with the appropriate registered book-entry custodian). No adjustment shall be made for
dividends or other rights with respect to such shares for which the record date is prior to the
date the certificate is issued except as otherwise provided in the Plan or a Participant’s
Agreement or by the Committee.

     10.3 Non-Assignability; Certificate Legend; Removal.

          (a) Except as described below or as otherwise determined by the Committee in a Participant’s
Agreement, no Award shall be transferable by a Participant except by will or the laws of descent
and distribution, and an Option or Stock Appreciation Right shall be exercised only by a
Participant during the lifetime of the Participant. Notwithstanding the foregoing, a Participant
may assign or transfer an Award that is not an Incentive Stock Option with the consent of the
Committee (each transferee thereof, a “Permitted Assignee”); provided that such Permitted Assignee
shall be bound by and subject to all of the terms and conditions of the Plan and any Agreement
relating to the transferred Award and shall execute an agreement satisfactory to the Corporation
evidencing such obligations; and provided further that such Participant shall remain bound by the
terms and conditions of the Plan.

          (b) Each certificate representing shares of Common Stock subject to an Award, to the extent a
certificate is issued, shall bear the following legend:

The sale or other transfer of the shares of stock represented by this certificate,
whether voluntary, involuntary or by operation of law, is subject to certain
restrictions on transfer set forth in the ITC Holdings Corp. 2006 Long Term
Incentive Plan (“Plan”), rules and administrative guidelines adopted pursuant to
such Plan [and an Agreement dated ______ __, ____]. A copy of the Plan, such
rules [and such Agreement] may be obtained from the Vice President and General
Counsel of International Transmission Company.

If shares are issued in book entry form, a notation to the same restrictive effect as the
legend shall be placed on the Transfer Agent’s books in connection with such shares.

          (c) Subject to applicable Federal and State securities laws, issued shares of Common Stock
subject to an Award shall become freely transferable by the Participant after all applicable
restrictions, limitations, performance requirements or other

21

 

conditions have terminated, expired, lapsed or been satisfied. Once such issued shares of
Common Stock are released from such restrictions, limitations, performance requirements or other
conditions, the Participant shall be entitled to have the legend required by this Section 10.3
removed from the applicable Common Stock certificate (or notation removed from such book entry).

     10.4 Securities Laws.

          (a) Anything to the contrary herein notwithstanding, the Corporation’s obligation to sell and
deliver Common Stock pursuant to the exercise of an Option or Stock Appreciation Right or deliver
Common Stock pursuant to a Restricted Stock Award, Restricted Stock Unit, Performance Award or
Annual Incentive Award is subject to such compliance with Federal and State laws, rules and
regulations applying to the authorization, issuance or sale of securities as the Corporation deems
necessary or advisable. The Corporation shall not be required to sell and deliver or issue Common
Stock unless and until it receives satisfactory assurance that the issuance or transfer of such
shares shall not violate any of the provisions of the Securities Act or the Exchange Act, or the
rules and regulations of the Securities and Exchange Commission promulgated thereunder or those of
the Stock Exchange or any stock exchange on which the Common Stock may be listed, the provisions of
any State laws governing the sale of securities, or that there has been compliance with the
provisions of such acts, rules, regulations and laws.

          (b) The Committee may impose such restrictions on any shares of Common Stock acquired pursuant
to the exercise of an Option or Stock Appreciation Right or the grant of Restricted Stock or
Restricted Stock Units or the payment of a Performance Award or Annual Incentive Award under the
Plan as it may deem advisable, including, without limitation, restrictions (i) under applicable
Federal securities laws; (ii) under the requirements of the Stock Exchange or any other securities
exchange or recognized trading market or quotation system upon which such shares of Common Stock
are then listed or traded; and (iii) under any blue sky or State securities laws applicable to such
shares.

     10.5 Withholding Taxes.

          (a) The Corporation shall have the right to withhold from a Participant’s compensation or
require a Participant to remit sufficient funds to satisfy applicable withholding for income and
employment taxes upon the exercise of an Option or Stock Appreciation Right or the lapse of the
Restriction Period on a Restricted Stock Award, Restricted Stock Unit, or the payment of a
Performance Award or Annual Incentive Award. A Participant may in order to fulfill the withholding
obligation tender previously-acquired shares of Common Stock that have been held at least six (6)
months or have shares of stock withheld from the exercise, provided that the shares have an
aggregate Fair Market Value sufficient to satisfy in whole or in part the applicable withholding
taxes. The broker assisted exercise procedure described in Section 2.4 may also be utilized to
satisfy the withholding requirements related to the exercise of an Option. At no point shall the
Corporation withhold from the exercise of an Option more

22

 

shares than are necessary to meet the established tax withholding requirements of federal,
state and local obligations.

          (b) Notwithstanding the foregoing, a Participant may not use shares of Common Stock to satisfy
the withholding requirements to the extent that (i) there is a substantial likelihood that the use
of such form of payment or the timing of such form of payment would subject the Participant to a
substantial risk of liability under Section 16 of the Exchange Act; (ii) such withholding would
constitute a violation of the provisions of any law or regulation (including the Sarbanes-Oxley Act
of 2002); or (iii) there is a substantial likelihood that the use of such form of payment would
result in adverse accounting treatment to the Corporation under generally accepted accounting
principles.

     10.6 Termination and Amendment.

          (a) The Board may terminate the Plan, or the granting of Awards under the Plan, at any time.
No new Awards shall be granted under the Plan after February 7, 2012.

          (b) The Board may amend or modify the Plan at any time and from time to time, and the
Committee may amend or modify the terms of an outstanding Agreement at any time and from time to
time, but no amendment or modification, without the approval of the shareholders of the
Corporation, shall (i) materially increase the benefits accruing to Participants under the Plan;
(ii) increase the amount of Common Stock for which Awards may be made under the Plan, except as
permitted under Sections 1.7 and Article 9; or (iii) change the provisions relating to the
eligibility of individuals to whom Awards may be made under the Plan. In addition, if the
Corporation’s Common Stock is listed on a Stock Exchange, the Board may not amend the Plan in a
manner requiring approval of the shareholders of the Corporation under the rules of the Stock
Exchange without obtaining the approval of the shareholders.

          (c) No amendment, modification, or termination of the Plan or an outstanding Agreement shall
in any manner adversely affect any then outstanding Award under the Plan without the consent of the
Participant holding such Award, except as set forth in any Agreement relating to the Award, or to
bring the Plan and/or an Award into compliance with the requirements of Code Section 409A or to
qualify for an exemption under Code Section 409A.

     10.7 Code Section 409A. It is intended that Awards granted under the Plan shall be
exempt from or in compliance with Code Section 409A, and the Board reserves the right to amend the
terms of the Plan, and the Committee reserves the right to amend any outstanding Agreement if
necessary either to exempt such Award from Code Section 409A or comply with the requirements of
Code Section 409A, as applicable. Further, Plan Participants who are “Specified Employees” (as
defined under Code Section 409A and IRS guidance issued thereunder), shall be required to delay
payment of an Award for six (6) months after separation from service to the extent such Award is
governed by Code Section 409A, and the delay is required thereunder.

23

 

     10.8 Effect on Employment or Services. Neither the adoption of the Plan nor the
granting of any Award pursuant to the Plan shall be deemed to create any right in any individual to
be retained or continued in the employment or services of the Corporation or a Subsidiary.

     10.9 Use of Proceeds. The proceeds received from the sale of Common Stock pursuant to
the Plan shall be used for general corporate purposes of the Corporation.

     10.10 Severability. If any one or more of the provisions (or any part thereof) of
this Plan or of any Agreement issued hereunder, shall be held to be invalid, illegal or
unenforceable in any respect, such provision shall be modified so as to make it valid, legal and
enforceable, and the validity, legality and enforceability of the remaining provisions (or any part
thereof) of the Plan or of any Agreement shall not in any way be affected or impaired thereby. The
Board may, without the consent of any Participant, and in a manner determined necessary solely in
the discretion of the Board, amend the Plan and any outstanding Agreement as the Corporation deems
necessary to ensure the Plan and all Awards remain valid, legal or enforceable in all respects.

     10.11 Beneficiary Designation. Subject to local laws and procedures, each Participant
may file a written beneficiary designation with the Corporation stating who is to receive any
benefit under the Plan to which the Participant is entitled in the event of such Participant’s
death before receipt of any or all of a Plan benefit. Each designation shall revoke all prior
designations by the same Participant, be in a form prescribed by the Corporation, and become
effective only when filed by the Participant in writing with the Corporation during the
Participant’s lifetime. If a Participant dies without an effective beneficiary designation for a
beneficiary who is living at the time of the Participant’s death, the Corporation shall pay any
remaining unpaid benefits to the Participant’s legal representative.

     10.12 Unfunded Obligation. A Participant shall have the status of a general unsecured
creditor of the Corporation. Any amounts payable to a Participant pursuant to the Plan shall be
unfunded and unsecured obligations for all purposes. The Corporation shall not be required to
segregate any monies from its general funds, or to create any trusts, or establish any special
accounts with respect to such obligations. The Corporation shall retain at all times beneficial
ownership of any investments, including trust investments, which the Corporation may make to
fulfill its payment obligations hereunder. Any investments or the creation or maintenance of any
trust or any Participant account shall not create or constitute a trust or fiduciary relationship
between the Committee or the Corporation and a Participant, or otherwise create any Vested or
beneficial interest in any Participant or the Participant’s creditors in any assets of the
Corporation. A Participant shall have no claim against the Corporation for any changes in the
value of any assets which may be invested or reinvested by the Corporation with respect to the
Plan.

     10.13 Approval of Plan. The Plan shall be subject to the approval of the holders of
at least a majority of the votes cast at a duly held meeting of shareholders of the Corporation
held within twelve (12) months after adoption of the Plan by the Board.

24

 

No Award granted under the Plan may be exercised or paid in whole or in part unless the Plan
has been approved by the shareholders as provided herein. If not approved by shareholders within
twelve (12) months after approval by the Board, the Plan and any Awards granted under the Plan
shall be null and void, with no further force or effect.

     10.14 Governing Law. Except to the extent governed by applicable federal law, the
validity, interpretation, construction and performance of the Plan and Agreements under the Plan,
shall be governed by the laws of the State of Michigan, without regard to its conflict of law
rules.

25

 

     IN WITNESS WHEREOF, this ITC Holdings Corp. 2006 Long Term Incentive Plan, as amended and
restated, has been executed on behalf of the Corporation on this 26th day of May, 2011.

	 	 	 	 	 
	 	ITC HOLDINGS CORP.

 	 
	 	By:  	/s/ Linda H. Blair
 	 
	 	 	Its: Executive Vice President 	 
	 	 	and Chief Business Officer 	 
	 

BOARD APPROVAL: 02/08/06

SHAREHOLDER APPROVAL: 05/17/06

BOARD APPROVAL OF AMENDED AND RESTATED PLAN: 3/25/08

SHAREHOLDER APPROVAL OF AMENDED AND RESTATED PLAN: 5/21/08

BOARD APPROVAL OF SECOND AMENDED AND RESTATED PLAN: 4/6/11

SHAREHOLDER APPROVAL OF SECOND AMENDED AND RESTATED PLAN: 5/26/11

26

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