CONSTRUCTION STANDARD SPECIFICATION

SECTION 11000

[HEAVY EQUIPMENT RELOCATION AND PLACEMENT]{.underline}

Page

PART 1 - GENERAL

1.01 Summary [2](#summary)

1.02 References [2](#references)

1.03 Definitions [3](#definitions)

1.04 Submittals [3](#submittals)

1.05 Quality Assurance [4](#quality-assurance)

1.06 Sequence And Scheduling [4](#sequence-and-scheduling)

PART 2 - PRODUCTS

2.01 Material [5](#material)

PART 3 - EXECUTION

3.01 Work Area [5](#work-area)

3.02 Aisleway Blockage [5](#aisleway-blockage)

3.03 Utilization Of Existing Equipment
[6](#utilization-of-existing-equipment)

3.04 Critical Lifts [6](#critical-lifts)

3.05 Preparation [6](#preparation)

3.06 Disconnect [6](#disconnect)

3.07 Relocation And Reinstallation Of Equipment
[6](#relocation-and-reinstallation-of-equipment)

3.08 Touch-Up Painting [7](#touch-up-painting)

3.09 Cleanup [7](#cleanup)

CONSTRUCTION STANDARD SPECIFICATION

SECTION 11000

[HEAVY EQUIPMENT RELOCATION AND PLACEMENT]{.underline}

# PART 1 - GENERAL

## 1.01 SUMMARY

A. Section Includes:

1\. This section includes the moving, disassembling, crating, relocation
and placement, uncrating, cleaning, lubricating, and assembling of
equipment.

2\. The touch-up of finishes and replacement or repair of damaged
components and/or equipment as a result of work on this contract is
included in this specification.

B. Related Sections: Refer to the following sections for related work:

1\. Section 03300, \"Cast-in-Place Concrete\" for anchor bolt
installation in concrete.

2\. Section 05500, \"Metal Fabrications\" for miscellaneous metal
fabrications.

3\. Section 09900, \"Painting.\"

## 1.02 REFERENCES

A. American Society of Testing and Materials (ASTM)

A307 Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile
Strength

C1107 Specification for Packaged Dry, Hydraulic Cement Grout
(non-shrink)

B. Federal Specifications (FS)

FF-S-325 Shield, Expansion; Nail, Expansion; and Nail, Drive Screw
(Devices, Anchoring, Masonry)

C. Code of Federal Regulations (CFR)

Title 29 Part 1910 Labor - Occupational Safety and Health Standards

Title 29 Part 1926 Safety and Health Regulations for Construction

D. Corps of Engineers (CE)

CRD C621 Specification for Non-shrink Grout

E. Sandia National Laboratories (SNL)

Hoisting and Rigging Supplement Manual

## 1.03 DEFINITIONS

A. \"Approved\" - Listed, labeled or certified by a Nationally
Recognized Testing Laboratory (NRTL).

B. \"Critical Lifts\" - Any lift, regardless of size or complexity,
where the effects of collision, dropping or upset could result in one or
several of the following:

1\. Significant work delay or programmatic impact.

2\. Significant damage to long-lead procurement items.

3\. Injury to personnel.

4\. Release of radioactivity or hazardous materials.

5\. Damage to monitoring/control systems necessary for safety control.

## 1.04 SUBMITTALS

General: Submit the following in accordance with conditions of contract
and Section 01330, "Submittal Procedures.\"

A. Product Data: Submit product data or manufacturer\'s specifications
and installation instructions for the following products. Include
laboratory tests, reports and other data to show compliance with
specification.

1\. Anchor bolts (each type), include shear and tension capacities.

2\. Expansion anchors (each type), include shear and tension capacities.

3\. Non-metallic shrinkage-resistant grout.

B. Moving Plan: The moving Contractor shall submit a moving plan of the
proposed relocation and/or placement of equipment prior to any moves.
The moving plan shall include sketches, details, moving procedures,
safety devices, type of equipment used, rigging plans, anticipated
utility shutdowns, and items of work to be performed, including moving
on to the job site and clean-up of the mobilization site upon completion
of the work, all within the allotted contract time. The moving
Contractor shall contact the equipment manufacturer for moving
procedures, plans, disassembly and assembly procedures prior to start of
move.

C. Proof of Insurance: The moving Contractor shall furnish written
certificates evidencing proof of liability and property damage insurance
in the amount of the required coverage.

D. License: The moving Contractor shall submit copies of state license.

## 1.05 QUALITY ASSURANCE

A.  All equipment will require some degree of accuracy for level after
    placement. These tolerances usually will be established on the
    contract drawings. In the absence of specific tolerances and
    instructions, the beds of equipment will be leveled through the use
    of a machinist\'s level. All equipment shall receive a steel
    leveling pad placed under each leveling screw. These pads shall be
    Contractor furnished unless stated otherwise on the contract
    drawings. Equipment shall be connected to the floor after leveling
    with anchor bolts or expansion anchors unless stated otherwise on
    the contract drawings. Unless stated otherwise, the minimum
    connection, for bid purposes, shall be equal to the present
    connection for equipment scheduled for relocation, and/or a
    connection equal to similar equipment at the site for new equipment.

B.  The moving Contractor shall be insured for the full replacement
    value of the equipment being moved, in addition to the amount of the
    Contract.

C.  The moving Contractor shall be a state licensed mover and/or have a
    minimum of three (3) years experience in moving equipment of similar
    size and cost. Movers shall either be of a journeyman millwright
    status or meet all the requirements for journeyman millwright
    status.

D.  The moving Contractor shall be solely responsible for any loss or
    destruction of, or damage to the facilities and for the safe
    transport of the equipment. The moving Contractor shall replace any
    damaged equipment at no cost to Sandia National Laboratories (SNL).

E.  The moving Contractor shall use approved safety devices.

## 1.06 SEQUENCE AND SCHEDULING

A. The moving Contractor shall notify the Sandia Construction Observer
five (5) business working days prior to the proposed move.

B. Stand-By Time: The Contractor will be required to have his personnel
available upon completion of the placement of equipment and after the
connection of utilities, exhaust and other services required for proper
operation, until the installation of the item has been approved by the
Sandia Construction Observers. The Contractor shall correct any
deficiencies within 24 hours of notification during equipment start-up.

# PART 2 - PRODUCTS

## 2.01 MATERIAL

A. Anchor Bolts: ASTM A307, nonheaded type unless otherwise indicated.

B. Expansion Anchors: Expansion anchors complying with FS FF-S-325.

C. Non-Metallic Shrinkage-Resistant Grout: Premixed, non-metallic,
non-corrosive, non-staining product containing selected silica sands,
Portland Cement, shrinkage compensating agents, plasticizing and
water-reducing agents, complying with ASTM C1107 (formerly referenced as
CE CRD C621).

Subject to compliance with requirements, products that may be
incorporated in the work include, but are not limited to, the following:

100 Non-shrink Grout (non-metallic) - Conspec, Inc.

Crystex - L&M Construction Chemicals, Inc.

Euco Non-shrink Grout - Euclid Chemical Co.

Kemset - Chem-Masters Corp.

Sonogrout - Sonneborn Building Products Div., Rexnord Chemical Products,
Inc.

Supreme Grout - Cormix, Inc.

Sure-Grip High Performance Grout - Dayton Superior

Vibropruf #41 - Lambert Corp.

# PART 3 - EXECUTION

## 3.01 WORK AREA

A. Relocate equipment and items only when designated on contract
drawings and/or equipment lists or elsewhere in the contract documents.

B. All Contractor equipment and material shall be kept in a designated
area except during time of actual usage. Since there may be others
working in the area, operations shall be restricted to designated work
areas and routes of access and egress so as to minimize interruptions of
normal operations**.**

## 3.02 AISLEWAY BLOCKAGE

A. If the equipment to be moved is more than half the width of the
corridor through which it is to be transported, the equipment shall be
moved during non-standard hours. No equipment shall be moved without the
presence of the Sandia Construction Observer.

B. No equipment shall be left in corridors during the move:

## 

## 3.03 UTILIZATION OF EXISTING EQUIPMENT

Where overhead bridge cranes, monorails and/or hoists are existing, the
moving Contractor may make arrangements to utilize such equipment in
performance of his work. All such arrangements shall be made with the
Sandia Delegated Representative (SDR) and the Sandia Construction
Observer; however, use of such equipment is not guaranteed. Approval for
use of SNL existing equipment will be determined by its availability,
capacity, contractor operator\'s training, maintenance and required
utilization by Owner. In order for the contractor to use and operate SNL
cranes they must be experienced crane operators and have completed SNL
Crane and Rigging Training or equivalent documented training courses.
Only experienced riggers will be allowed to do any rigging. Riggers\'
requirements are to be documented as to experience and training. Mobile
crane operators must be able to show experience, training and licensing
per Section 1.04.

## 3.04 CRITICAL LIFTS

If a lift is determined to be a critical lift, then the contractor will
have to follow Chapter 4 of the SNL Hoisting and Rigging Supplement
Manual.

## 3.05 PREPARATION

Clean and prep area to receive equipment. Verify that all needed
utilities have been installed prior to any equipment moves.

## 3.06 DISCONNECT

Disconnect utilities to equipment to be moved unless directed otherwise.
Do not shut down existing utilities without prior consent of the Sandia
Construction Observer. Cap all utility disconnects unless directed
otherwise by the contract documents.

## 3.07 RELOCATION AND REINSTALLATION OF EQUIPMENT

Relocate and reinstall equipment per approved moving plan and
manufacturer\'s installation instructions. All equipment shall be fully
covered for protection from dirt, water, etc., during transit.
Re‑connect utilities to match connections to equipment prior to move
unless directed otherwise by the contract documents. Do not shut down
existing utilities without prior consent of Sandia Construction
Observer.

## 3.08 TOUCH-UP PAINTING

Immediately after erection, clean field welds, bolted connections, and
abraded areas of shop paint. Apply paint to exposed areas using same
material as used for shop painting. Repair and touch-up paint areas of
wall damaged during transit of equipment. Match existing wall color.

Apply by brush or spray to provide minimum dry film thickness of 3.0
mils (.076 mm). Completely enclose area to be painted with plastic prior
to painting.

## 3.09 CLEANUP

It shall be the Contractor\'s responsibility during the course of the
work to maintain a clean and neat work site. Upon removal and/or
installation of equipment, all unused anchor bolts and/or expansion
anchors shall be removed, and any holes in floor and floor finishes
shall be patched immediately (match existing adjacent flooring unless
noted otherwise). Upon completion of the work, the work site(s) shall be
cleaned of all debris, Contractor\'s equipment, anchor bolts, associated
protective equipment, barricades, and crating. All work shall be as
noted in the contract documents and to the satisfaction of the SDR.

END OF SECTION