Updated_Specs_14_Sep_2016.pdf

Furnish and Install Locomotive Cranes -Emsworth L/D

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 00.00 08

SPECIAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 COMBINED PRODUCTION SCHEDULE AND PROGRESS CHART

1.4 SUBMITTALS

1.5 REFERENCE DRAWINGS

1.5.1 Existing Locomotive Crane Carbody Shop Drawings

1.6 WORK AREAS AND RESTRICTIONS

1.6.1 General

1.6.2 Work and Storage Areas

1.6.3 Existing Roads and Property

1.6.3.1 General

1.6.3.2 Hauling Permits

1.6.4 Floating Plant

1.7 USE OF GOVERNMENT CRANE

1.8 OPERATION OF PROJECT FACILITIES

1.9 SHIPMENT AND PACKAGING

1.9.1 Shipment

1.9.2 Packaging

PART 2 PRODUCTS

2.1 GENERAL

PART 3 EXECUTION

3.1 SPECIAL CONSIDERATIONS IN PERFORMANCE OF WORK

3.1.1 Records and Reports

3.2 INSTALLATION OF CRANES

3.2.1 Notification

3.2.2 Access to Project Site

3.2.2.1 Back Channel Access

3.2.2.2 Main Channel Access

3.2.3 Removal of Existing Equipment

3.3 PROTECTION OF MATERIAL AND WORK

3.4 RECORD "AS-BUILT" DRAWINGS

3.4.1 General

3.4.2 Submission

3.5 ANTITERRORISM (AT) AND PROJECT SPECIFIC SECURITY REQUIREMENTS

3.5.1 Access and General Protection/Security Policy and Procedures

3.5.2 Escort of Contractor Employees

3.5.3 Pre-screen candidates using E-Verify Program

3.5.4 Changes in Security Requirements

3.5.5 Identification Of Employees

SECTION 01 35 00.00 08 Page 1 Certified Final Technical Specifications - Revised by W911WN-16-B-8007, Amend 0001

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SECTION 01 35 00.00 08 Page 2

SECTION 01 35 00.00 08

SPECIAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this contract consists of furnishing all plant, materials, equipment, supplies, labor and transportation and performing, in strict accordance with these specifications, all the work necessary to design, to prepare drawings and data, to manufacture, to shop test, to prepare and load for shipment, and to deliver and install new locomotive cranes, together with all accessories and spare parts specified herein. The equipment furnished shall be complete, with all parts in good working order, of acceptable materials, with accurate workmanship, skillfully fitted, and properly connected and assembled. All work, materials, and services not expressly called for in the specifications, but which are necessary for complete and proper operation of the equipment shall be performed and furnished by the Contractor at no increase in cost to the Government. The work includes the removal and disposal of the existing locomotive cranes, in addition to installation of the new crane.

The cranes are mounted on the dam service bridges approximately 68 feet above normal river upper pool.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF HOMELAND SECURITY (DHS)

HSPD-12 (2004) Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors

1.3 COMBINED PRODUCTION SCHEDULE AND PROGRESS CHART

The Contractor shall prepare a practicable schedule showing the order in which the Contractor proposes to carry on the work, the dates on which he will start the several salient features including engineering, procurement of materials, fabrication, factory assembly and tests, cost breakdown, and the contemplated dates for completion, shipment, and installation. The schedule shall be in the form of a bar graph of suitable scale to indicate appropriately the percentage of work scheduled for completion at any time on the salient features as well as the total contract. The Contractor shall enter on the graph the actual progress at the end of each month, and shall immediately deliver to the Contracting Officer five copies thereof.

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1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Combined Production Schedule and Progress Chart; G, RO

Combined Production Schedule and Progress Chart shall be submitted within 30 days after receipt of notice of award in accordance with paragraph "COMBINED PRODUCTION SCHEDULE AND

PROGRESS CHART".

SD-07 Certificates

Suspicious Activity Reporting Training; G, RO OPSEC Training; G, RO

1.5 REFERENCE DRAWINGS

The reference drawings included with the folio of contract drawings show existing conditions to the best knowledge of the Government. Unless otherwise noted, dimension and elevations, and other features shown on contract drawings, are generally based on the reference drawings supplemented by field surveys. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown on the reference drawings, and it shall be the responsibility of the Contractor, whenever necessary, to verify all elevations and the dimensions shown by measurements in the field. All elevations are referenced to the local datum used for the original construction of the locks and dams. The Contractor shall verify elevations and dimensions before laying out the work. The Contracting Officer shall be notified of any discrepancies prior to commencing work.

1.5.1 Existing Locomotive Crane Carbody Shop Drawings

In order to assist bidders in preparing their bids, prints of shop drawings for the existing locomotive crane carbody are available upon request.

Request may be fulfilled by contacting the Contracting Officer.

1.6 WORK AREAS AND RESTRICTIONS

1.6.1 General

All operations of the Contractor shall be confined to areas required to accomplish the work under this contract and as authorized and approved by the Contracting Officer.

1.6.2 Work and Storage Areas

Work areas at the site will be limited to the dam service bridges and areas adjacent to the dams as required for performance of the work under this contract. No other areas will be made available at the project for storage of equipment and materials. All storage must be confined to the

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Contractor's floating plant or other areas obtained by the Contractor in the vicinity of the work. No facilities will be made available to the Contractor. The Contractor shall make his own arrangements for storage, and laydown areas. Storage will not be permitted on the service bridge.

1.6.3 Existing Roads and Property

1.6.3.1 General

The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for all damage to existing roads and property occasioned by any of his operations. When intending to transport any heavy loads on roadways, the Contractor shall investigate all weight limits for the roads he intends to use and shall secure any required bond(s) from the respective owner(s).

The Contractor shall document the existing condition of the roadways that he will be using, with the owners thereof. In the past, video recordings of the original roadway conditions have provided satisfactory documentation. Prior to beginning any construction, the Contractor shall videotape on VHS format all existing structures including, but not limited to, local roads, public and private property, and any other areas as directed by the Contracting Officer. The owners of such roadways and other property should be present at the time of the documentation. An unedited copy of all video recordings shall be given to the owners and the Contracting officer with 5 days after documented. All damage to transportation facilities, public or private property, or utilities caused by the Contractor's operations shall be repaired to the satisfaction of the Contracting Officer at no additional cost to the Government. Any damage to the roadways, caused by the Contractor's operations, shall be repaired in kind by the Contractor and at his own expense. Roads shall be kept clear of all debris generated by the Contractor's operations. Roads shall be cleaned of any spillage. Upon completion of all work requiring use of the local roads, the roadways shall be restored to their preconstruction condition by cleaning and or reconstruction of damaged drainage facilities, base courses, and pavements as necessary. Repairs shall be made in the same manner as the original construction. No separate payment will be made for maintaining and restoring the condition of the roads, and all costs in connection therewith shall be considered as incidental to performance of the work.

1.6.3.2 Hauling Permits

The Contractor shall be responsible for acquiring all necessary oversized hauling permits and general hauling permits for any equipment or debris transported via roadways, as required. No heavy hauling on public roads will be permitted until all permits and bonds have been obtained as required. All costs associated with securing these permits shall be borne by the Contractor.

1.6.4 Floating Plant

Floating plant, and the operation of such plant, shall comply with the requirements of EM 385-1-1, Section 19. Floating plant which is not being used in the performance of the work shall be removed from the site.

Floating plant which is being used in the contract work shall be secured in the gate bay adjacent to where the locomotive crane is located. An emergency plan for removing or securing floating plant and evacuating

SECTION 01 35 00.00 08 Page 5 personnel in the event of severe weather shall be prepared in accordance with EM 385-1-1, Section 19.A.03. The Contractor shall provide personnel on a 24 hour per day basis to adjust moorings to provide for fluctuations of pool level. A propelling unit capable of moving the floating plant must be available at all times.

1.7 USE OF GOVERNMENT CRANE

The existing locomotive cranes will not be made available for the Contractor's use in installing the new cranes. The Contractor shall provide all lifting capacity required to perform the work at the site.

1.8 OPERATION OF PROJECT FACILITIES

The project shall remain in operation at all times. The Contractor shall perform his work in a manner which will not interfere with the operation of the project facilities and the duties of Government personnel. Particular care shall be taken during all operations under this contract to prevent damage to any operating equipment or facilities at the project. The Contractor shall take all necessary precautions to ensure the safety of the workers in accordance with the applicable provisions of EM 385-1-1.

Personal flotation devices (PFD's) shall be worn by all personnel when working on the site or any time a drowning hazard may exist. Contractor operations shall be performed in such a manner to ensure that project personnel, navigation industry personnel and the public are protected at all times.

1.9 SHIPMENT AND PACKAGING

1.9.1 Shipment

Locomotive crane(s) and associated items supplied under this contract shall be delivered to: Emsworth Locks and Dams, 0 Western Avenue, Pittsburgh, PA 15202-1708, Telephone No. 412-766-6213. The facility is located on the right bank of the Ohio River, Mile 6.2. The Contractor shall notify the Government at least 30 days prior to the date of delivery, and shall coordinate delivery and installation requirements at least 48 hours prior to the approximate time of delivery.. The Contractor shall prepare and load all material and articles for shipment in such manner as to protect them from damage in transit, and shall be responsible for and make good any and all damage until the equipment is delivered to the specified delivery point and installed. He shall also be responsible for and make good any damages due to or through his fault or negligence occurring during assembly, installation, and testing of the equipment at the site. As soon as each shipment is made, the Contractor shall furnish to the Contracting Officer shipping notices on which shall be shown, in addition to the usual data, a description of the article furnished, the item number of the contract schedule to which the article applies, the shipping weight of each item, the number of pieces, and the total weight.

1.9.2 Packaging

All accessories and spare parts shall be packed separately in containers plainly marked, ACCESSORIES ONLY, or SPARE PARTS ONLY. A packing list, listing the contents of each container, shall be placed in a moisture-proof envelope and securely fastened to the outside of the container. The packing list shall provide the following information for each spare part or accessory in the container:

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(1) Manufacturer.

(2) Contract number.

(3) Identification, including the manufacturer's drawing number reference.

Each spare part or accessory shall be identified so that it can be easily matched against its entry on the packing list.

PART 2 PRODUCTS

2.1 GENERAL

All products specified by "similar or equal to" a particular brand name are for descriptive purposes only and are not to imply that the product is available from only that source. All products shall meet the provisions of Section 00700 CONTRACT CLAUSES, FAR 52.225-11 BUY AMERICAN--CONSTRUCTION

MATERIALS UNDER TRADE AGREEMENTS.

PART 3 EXECUTION

3.1 SPECIAL CONSIDERATIONS IN PERFORMANCE OF WORK

3.1.1 Records and Reports

All records, test reports and similar documentation produced in connection with quality control operations shall be promptly submitted to the Contracting Officer or his authorized representative as required by the specifications.

3.2 INSTALLATION OF CRANES

3.2.1 Notification

The Contractor shall notify the Contracting Officer a minimum of 30 days prior to the anticipated installation date to coordinate the installation with lock operations and the work of other contractors at the site. The Contractor shall provide all the material, equipment, and labor necessary to unload, assemble, and erect the cranes, complete and ready for operation on the Main Channel Dam and Back Channel Dam service bridges.

3.2.2 Access to Project Site

3.2.2.1 Back Channel Access

Back channel access is limited from both the water and land.

The Government possesses a tract of land on the right dam abutment of the Back Channel Dam. Any proposed use of this area must be coordinated with the Contracting Officer.

Access to the upstream side of the Back Channel Dam from the river is restricted by two low-clearance bridges located upstream of the dam. The Fleming Park Highway Bridge, approximately 7,500 feet upstream of the Back Channel Dam, and the CSX Railroad bridge, approximately 6,750 feet upstream of the Back Channel Dam, have shallow clearance between low steel and normal operating pool (El. 710.6). The CSX railroad bridge low steel elevation slopes from approximate elevation 722.8 at the left bank, to an approximate elevation of 723.1 at the right bank. The minimum pool level upstream of the dam is elevation 710.0. Fleming Park Bridge clearance

SECTION 01 35 00.00 08 Page 7 exceeds the CSX bridge clearance. The Contractor shall investigate these bridges in order to plan and design the delivery of equipment and materials to the dam site. Special low clearance floating plant and propelling units will likely be required for this work. In accordance with Section 00700 CONTRACT CLAUSES, FAR 52.236-7 "PERMITS AND RESPONSIBILITIES," the Contractor shall be responsible to secure all necessary permits as required by Federal, state and local laws.

The downstream side of the Back Channel Dam is accessible by river, but access may be limited by restricted channel width and depth downstream of the dam. Installation from the downstream side of the dam would involve excessive reach and depth restrictions. The erosion protection extends the dam apron further downstream from the existing dam apron. Spudding down in the existing scour protection will not be permitted.

3.2.2.2 Main Channel Access

Installation of the crane at the Main Channel Dam may be performed by floating equipment from the upper pool (Elevation 710.1) side of the dam.

Installation from the downstream side of the dam would involve excessive reach and depth restrictions. The erosion protection extends the dam apron further downstream from the existing dam apron. Spudding down in the existing scour protection will not be permitted.

3.2.3 Removal of Existing Equipment

Installation of the new cranes shall include removal of the existing electric powered locomotive cranes and the conductor rail systems. The conductor rail support shall be removed by unbolting from the walkway support beam, and the remaining exposed steel surface shall be painted with urethane primer and urethane top coat to approximately match the surrounding surfaces. Where supports are located on top of piers, anchor bolts shall be cut off and ground flush with the concrete surface. All materials and equipment removed shall become the property of the Contractor and shall be removed from the site. Any damage to the existing concrete, steel girders, handrail, and other component parts of the service bridges shall be repaired by the Contractor at no additional cost to the Government. After installation of the new locomotive cranes, the Contractor shall remove all items of equipment used for installation and remove all debris and waste material from the service bridges. The installation procedure shall not interfere with lock operations or operations of other contractors unless prior approval is given by the Contracting Officer.

3.3 PROTECTION OF MATERIAL AND WORK

The Contractor shall at all times, prior to delivery and installation, protect and preserve all materials, supplies, and equipment and all work performed. The Contractor shall comply with all reasonable requests of the Contracting Officer to enclose or specially protect such property. If, as determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payment due him. All machinery, materials, and articles in a complete or incomplete state for which progress payment has been made prior to delivery shall be adequately protected by the Contractor from loss and from corrosion and all other forms of damage.

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3.4 RECORD "AS-BUILT" DRAWINGS

3.4.1 General

The Contractor shall furnish a set of full scale shop drawings indicating as-built conditions. The drawings shall be on medium specified in Section 01 33 00 SUBMITTAL PROCEDURES, paragraph "MEDIUM FOR REPRODUCIBLE TRACINGS".

3.4.2 Submission

Upon completion of the project and before final payment is made, these "As-Built" drawings shall be certified as to their correctness by the signature of the Contractor and delivered to the Contracting Officer.

3.5 ANTITERRORISM (AT) AND PROJECT SPECIFIC SECURITY REQUIREMENTS

This paragraph contains information for security requirements for work on Government Property. The purpose of these security requirements it to ensure that all Contractor or subcontractor employees working on this contract have received proper clearance for access to the Government property. Identification of Critical Infrastructure and submission of required employee information will be discussed at the Preconstruction Meeting. Required employee information shall be submitted to the Resident Engineer and Pittsburgh Office of Security and Law Enforcement, as applicable, at least 15 calendar days prior to required employee access to the project.

3.5.1 Access and General Protection/Security Policy and Procedures

The Contractor and all associated Subcontractors' employees shall comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by the Government Representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the USACE Security Office. The Contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes. The Contractor must submit the full name, Social Security Number, Date of Birth, and Place of Birth for all associated Contractor or Subcontractor employees to the USACE Security Specialist Paul M. Surace, 412-395-7162, paul.m.surace@usace.army.mil or Stephen Davidson, 412-395-7504, stephen.davidson@usace.army.mil. The District retains the right to deny any Contractor and Subcontractor employee from working on one of its contracts based on final background investigation results.

3.5.2 Escort of Contractor Employees

All Contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

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3.5.3 Pre-screen candidates using E-Verify Program

The Contractor must pre-screen candidates using the E-verify Program (http://www.dhs.gov/e-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the Contracting Officer no later than 3 business days after the initial contract award.

3.5.4 Changes in Security Requirements

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, US Army Force Protection Measures, regulation or policy changes, etc. Changes to any security requirements shall be added to the contract by modification.

The Pittsburgh District Office of Security & Law Enforcement may be contacted by phone or e-mail at the following number/address:

Steve Davidson; Phone 412-395-7504; e-mail stephen.davidson@usace.army.mil Paul M. Surace; Phone 412-395-7162; e-mail: paul.m.surace@usace.army.mil

3.5.5 Identification Of Employees

The Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee working on-site and for requiring each employee engaged on the work to display identification.

Identification shall consist of name tags with the name of the Contractor and the employee's name. As a minimum, a valid state driver's license or other government-issued photo identification card is required for positive identification.

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DIVISION 26 - ELECTRICAL

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ELECTRICAL WORK

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 GENERAL

1.5 REQUIREMENTS

1.6 QUALITY ASSURANCE

1.6.1 Crane Schematics

1.6.2 Electrical Materials and Equipment

1.6.3 LID, AID, and RLD O&M Manual

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

2.2 AUXILIARY POWER

2.3 DISTRIBUTION PANEL

2.4 WIRING

2.4.1 Insulated Wire and Cable

2.5 JUNCTION BOXES

2.6 CONDUIT

2.7 WARNING SIGNAL

2.8 CRANE LIGHTING

2.9 RECEPTACLES

2.10 ENCLOSURES

2.11 ACCESSORIES

2.12 STAND-BY POWER

2.13 BATTERY

2.14 BATTERY CHARGING SYSTEM

2.15 HYDRAULIC OIL TANK AND ENGINE OIL SUMP HEATER

2.16 LOAD INDICATING, RADIUS OF LOAD, AND ANGLE INDICATING DEVICES

2.16.1 General Requirements

2.16.2 System Compatibility

2.16.2.1 Attachment

2.16.2.2 Method of Operation

2.16.2.3 Load Cell or Tensiometer

2.16.3 System Operation and Components

2.16.3.1 Environmental Conditions

2.16.3.2 Accuracy of Load Indicating System

2.16.3.3 Accuracy of Radius of Load Device

2.16.3.4 Accuracy of Angle Indicating Device

2.16.3.5 System Check Function

2.16.3.6 System Components

2.16.3.7 Set Points

2.16.3.8 Device Readout Location

2.16.3.9 Transmission Lines

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2.16.3.10 Resolution

2.16.4 Tools

2.16.5 Maintenance

2.16.6 Performance Evaluation Test

2.16.6.1 Load Indicating Device

2.16.6.2 Angle Indicating Device and Radius of Load Device

2.17 WIND SPEED INDICATOR

PART 3 EXECUTION

3.1 ELECTRICAL WORK

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ELECTRICAL WORK

PART 1 GENERAL

1.1 SCOPE

The work covered by this section of the specifications consists of the supply and installation of the electrical equipment and control systems associated with the auxiliary crane as specified hereunder.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 (2014) Enclosures for Electrical Equipment (1000 Volts Maximum)

NEMA WC 70 (2009) Power Cable Rated 2000 V or Less for the Distribution of Electrical Energy--S95-658

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE J375 (1985; R 2012) Radius-of-Load or Boom Angle Indicating Systems

SAE J376 (1985: R 2012) Load Indicating Devices in Lifting Crane Service

UNDERWRITERS LABORATORIES (UL)

UL 1598 (2008; Reprint Oct 2012) Luminaires

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

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Crane Schematics; G, DO

SD-03 Product Data

Electrical Materials and Equipment; G, DO

SD-10 Operation and Maintenance Data

LID, AID, and RLD O&M Manual; G, DO

1.4 GENERAL

The electrical equipment will be subjected to moisture, wide variations in temperature, and long periods of idleness and shall be designed such that it is not adversely affected by such conditions. The electrical equipment, materials, and installation shall be suitable for the conditions of service and shall conform to the current applicable requirements of NFPA 70, except as otherwise specified. All electrical equipment shall be totally enclosed in suitable NEMA enclosures and shall be totally wired using enclosed steel raceways and/or rigid galvanized steel conduits.

1.5 REQUIREMENTS

All electrical materials shall be new and listed by the Underwriter's Laboratories, Inc., except as otherwise specified herein. Defective equipment or materials, or equipment and materials damaged in the course of installation or test, shall be replaced or repaired in manner meeting the approval of the Contracting Officer. The Contractor shall provide suitable storage space and properly store all materials and equipment. The conditions under which materials are to be stored shall be in accordance with standard practice to ensure that all materials and equipment will be in perfect condition at the time of installation. The Contractor shall familiarize himself with regard to the location of all other materials, equipment, or conditions that may affect the electrical installation and shall install all parts of the electrical system so as not to interfere with other installations or to permit any part of the electrical system to be unnecessarily subjected to conditions detrimental to the dependability of the system. The exact location of all parts of the electrical system will be subject to the approval of the Contracting Officer.

1.6 QUALITY ASSURANCE

1.6.1 Crane Schematics

The Contractor shall submit schematic, point to point connection diagrams, and electrical construction drawings to show that all parts of the work are correctly located and connected to provide a satisfactory installation.

1.6.2 Electrical Materials and Equipment

The Contractor shall submit the names of the manufacturers of all electrical materials and other electrical equipment which are contemplated to be incorporated in the work, together with catalog data and other relevant information pertaining to the equipment.

1.6.3 LID, AID, and RLD O&M Manual

The following shall be furnished for the LID, AID, and RLD systems:

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a. Complete installation instructions.

b. Complete operating instructions.

c. Complete maintenance instructions, including schematic drawings of all electronic circuits.

d. Complete parts list including drawings showing the location of each part.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

Unless otherwise approved in writing by the Contracting Officer, the equipment and materials to be furnished under this specification shall be the standard products of manufacturers regularly engaged in the production of such equipment or materials and shall be the manufacturer's latest design. Reference to specific manufacturer's products, within these specifications or on the drawings are for descriptive purposes only.

Equipment of the same, similar or allied service, shall be of the same manufacturer and type and, if of the same rating, shall be interchangeable.

2.2 AUXILIARY POWER

The Contractor shall provide a 120/240 volt AC, 60 Hertz single phase generator hydraulically driven for operation of auxiliary lighting and devices. The generator shall have a minimum capacity of 3500 watts.

2.3 DISTRIBUTION PANEL

The generator and all lighting and control circuits shall be adequately protected by circuit breakers. The distribution panel shall have copper buses and ground bar, bolt-on breakers, main circuit breaker, and shall be readily accessible.

2.4 WIRING

Extra flexible cable shall be used where applicable. No fibrous covering on cables shall be permitted. All control panels shall be provided with identified terminations for interconnecting wires and cables. These wire identifications shall correspond with wire identifications on the schematics and connection diagrams. All electrical devices shall be grounded by means of a separate ground conductor. All AC wiring shall conform to paragraph Insulated Wire and Cable. All DC wiring for fans, wipers, solenoids, load indicating devices, etc. shall be rated for the application and may be the manufacturers standard wiring for industrial applications.

2.4.1 Insulated Wire and Cable

All wire and cable shall be copper and shall have a minimum temperature rating of 75 Degrees C and shall be suitable for both wet and dry locations. Wire and cable shall be cross linked polyethylene type XHHW.

All cables shall be in accordance with the applicable provisions of NEMA WC 70. All wire and cables shall be rated for 600 volts. Minimum size wire shall be No. 12 AWG. All cable and wire shall be stranded copper conductor wire.

2.5 JUNCTION BOXES

All junction boxes shall be aluminum NEMA 4 boxes and shall be provided

SECTION 26 05 00.00 08 Page 5 with threaded openings and a minimum of five threads shall be provided.

All junction boxes shall be mounted with stainless steel bolts.

2.6 CONDUIT

Conduits shall be so located that they do not obstruct or block normal maintenance of surrounding equipment. Before installing wire in the conduits, they shall be checked to ensure they are securely fastened, grounded, and that conduit bushings and locknuts are used. All conduits shall be rigid galvanized steel. Where flexibility is required, or short connections to devices, UL Listed, liquid-tight flexible conduit is acceptable.

2.7 WARNING SIGNAL

A warning signal shall be provided. The signal may be supplied by 120 volt AC or DC power. The following conditions shall activate the warning signal:

a. The crane travel motion

b. Push button station in the operator's cab.

2.8 CRANE LIGHTING

The following lights shall be provided:

a. One, 22 watt LED fixture with non-destructible enclosure to be located in the operator's cab. Fixture shall be controlled by a switch in the operator's cab.

b. Two, 22 watt LED vapor-tight fixtures complete with globes and Each fixture shall provide minimum 1,200 lumens. These fixtures shall be located in the engine compartment area. The fixtures shall be controlled by switches in the compartment area. The fixtures shall be UL 1598 listed for wet locations.

c. Two, LED fixtures mounted near the tip of the crane boom (one on each side) in such a manner that the light beam will be directed vertically downward for all positions of the boom. Fixtures shall be suitable for wet locations, UL 1598 Listed. The fixtures shall be similar or equal to Hubbell HBLC Series. The fixtures shall be switched from the cab. A dedicated 15 ampere circuit shall be provided for the boom lights. An automatic reeler shall be provided to take-up slack in the boom light wiring.

d. One, 32 watt LED trunnion mounted fixture located on the roof of the operator's cab for lighting the area immediately in front of the crane. The fixture shall be UL 1598 listed for wet locations. Fixture shall be switched from the cab.

2.9 RECEPTACLES

The Contractor shall supply four 125-volt ground type, 20-ampere, ground fault interrupting receptacles (GFCI), designed for a minimum fault trip of 5 milliamperes. One receptacle shall be mounted in the operator's cab and one shall be conveniently located in the engine compartment area. The other receptacles shall be mounted on the exterior front and rear of the rotating structure in weather-proof enclosures. A minimum of two 20 ampere circuits shall be dedicated to these receptacles.

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2.10 ENCLOSURES

All electric equipment shall be enclosed in appropriate NEMA 250 rated enclosures as follows:

a. Operator's Cab NEMA-l

b. Machinery Compartment NEMA-4X

c. Exterior NEMA-4X

2.11 ACCESSORIES

The following accessories shall be provided:

a. Illuminated instrument panel mounted in full view of the operator.

The instrument panel shall indicate the features specified in Section 41 22 13.29 08 AUXILIARY CRANE, paragraph BOOM AND CAB, subparagraph Cab.

b. Illuminated instrument panel mounted on the Diesel engine containing an oil pressure gauge, charging ammeter, water temperature gauge, auxiliary power ammeter and voltmeter, tachometer, and engine starting switch. A secondary illuminated instrument panel shall be provided in the engine compartment, if the start-up procedure is to be performed in the engine compartment.

c. Engine operating hour-meter which will indicate the total number of operating hours, at normal speed. The meter shall not have less than four counter wheels. The hour-meter shall be a standard product of a manufacturer of this type of instrument and shall be approved by the Contracting Officer.

d. Nameplates of noncorroding material shall be furnished and mounted on the front of each panel. Nameplates shall have bevelled edges and recessed letters of a contrasting color. Each push button, switch, or instrument shall have an approved nameplate that will identify the circuit or function of the device to which it is attached. Standard panel labeling by silkscreeningdurable decal would be an acceptable alternate.

2.12 STAND-BY POWER

The Contractor shall provide and install the provisions for stand-by power for the reservoir heater, crankcaseengine heater, and the battery charger.

the provisions shall consist of a Crouse-Hinds APQ648 plug and box mounted on the rotating crane enclosure and the supply of a mating APR receptacle.

Both the plug and receptacle shall have protective weather caps. All stand-by power load shall be completely wired from the plug and suitable for 480 volt, single phase, 60 Hertz operation. Should any of the loads require any voltage level other than 480 volt AC, the Contractor shall provide the necessary transformation, overload protection, and switching.

If a panelboard is utilized for the stand-by power, it shall be provided with a main breaker, copper buses and ground bar and bolt-on breakers.

2.13 BATTERY

The Contractor shall provide heavy duty storage batteries for electric

SECTION 26 05 00.00 08 Page 7 starting of the Diesel engine. The batteries shall be adequately sized for starting the engine in ambient temperature ranges of -20 degrees F to +104 degrees F. The batteries shall be located and ventilated so to prevent the accumulation of gases. The batteries shall be readily accessible and the compartment shall be provided with drainage holes for convenience in cleaning the batteries.

2.14 BATTERY CHARGING SYSTEM

The Contractor shall provide and install a regulated battery charger for maintaining the batteries at full charge. The battery charger shall include a cord and plug, compatible with the charger receptacle. The charger shall be suitable for continuous operation with the supplied batteries. Means shall be provided for automatically disconnecting the charger DC output during start-up of the generator, in order to protect the charger.

2.15 HYDRAULIC OIL TANK AND ENGINE OIL SUMP HEATER

The Contractor shall provide ana hydraulic oil tankreservoir and oilengine sump heaters to ensure easy start-up of the Diesel engine during low ambient temperatures. The heaters shall include a cord and plug that is compatible with the provided receptacle.

2.16 LOAD INDICATING, RADIUS OF LOAD, AND ANGLE INDICATING DEVICES

2.16.1 General Requirements

The Contractor shall install a Load Indicating Device (LID), an Angle Indicating Device (AID), and a Radius of Load Device (RLD) on the crane as indicated in Section 41 22 13.29 08 AUXILIARY CRANE. The LID, AID, and RLD shall comply with all requirements of the U.S. Bureau of Labor Standards, Safety and Health Regulations for both long-shoring and construction. The LID shall comply with SAE J376, except as noted below. The AID and RLD shall comply with SAE J375, except as noted below.

2.16.2 System Compatibility

2.16.2.1 Attachment

All attachments of sensing devices to the boom or other load-carrying parts of the crane shall be by clamping or bolting. Welding will not be permitted. The Contractor shall verify that the attachment method the system utilizes will not void the warranty of the crane.

2.16.2.2 Method of Operation

The LID, AID, and RLD system may operate hydraulically or electronically.

Electronic systems shall utilize the crane's power supply and shall have fuses which prevent overloading and damage to the system.

2.16.2.3 Load Cell or Tensiometer

The load cell or tensiometer shall be attached in such a location that the cable will be protected if extended along or within the boom. When any part of an LID is used as part of the structural or support system of a crane, that part's strength margin shall be at least 25 percent higher than the strength margin of those member supporting it. The LID shall not be part of any failure mode of a crane, mechanical or electrical. The load

SECTION 26 05 00.00 08 Page 8 cell and its housing shall be constructed so that it cannot be twisted by stretch or spin of the wire rope. The load cell shall also safely withstand an overload of three times the maximum force without damage to its load-sensing capabilities. If a multiple-sheave tensiometer is used, it shall be attached to the crane or boom by some means such that it can float on the load line. The tensiometer shall not reduce the life of the wire rope by more than 20 percent.

2.16.3 System Operation and Components

2.16.3.1 Environmental Conditions

The LID, AID, and RLD shall be fully operational over an environment of -20 degrees F to +120 degrees F and a relative humidity of 5 percent to 100 percent. If zeroing the instruments is required for aging effects, it shall be accomplished without removing parts or using tools and shall have a positive locking system.

2.16.3.2 Accuracy of Load Indicating System

The accuracy of the load indicating system shall not have an error of more than three percent indicated load under the actual load to five percent indicated load over the actual load. These percentages apply at least to the minimum and maximum rated lift capacity of a crane over its boom angle range.

2.16.3.3 Accuracy of Radius of Load Device

The accuracy of the radius of load device shall indicate the radius within the limit of the values determined by taking +2.0 percent of the maximum boom radius and applying the band across the scale.

2.16.3.4 Accuracy of Angle Indicating Device

The accuracy of the angle indicating device shall comply with the standard for angle indicators in SAE J375, Paragraph 3.1.

2.16.3.5 System Check Function

An effective and simple procedure for checking circuits and alarms for proper functioning shall be furnished as a built-in part of the system.

This check shall also indicate whether or not the system is fully operational. Adjustments shall not be required after initial setting of the system.

2.16.3.6 System Components

All components shall be enclosed in weatherproof, corrosion-resistant housings. Load cells shall withstand shock loads of 2g along the measuring axis and 5g along any other axis, without damage or change in calibration.

A positive means of locking the angle sensor for shipment shall be provided. Boom angle sensor shall withstand shock loads of 2g along the lateral axis and 5g along the vertical or longitudinal axis without damage or change in calibration, when the system is in operation with the pendulum unlocked. When the pendulum is locked, the sensor shall withstand a shock load of 15g along any axis. Sensor housings shall not be damaged by these loads.

SECTION 26 05 00.00 08 Page 9

2.16.3.7 Set Points

When set points are employed in a system, they shall be equipped with an audible signal which has an 82 + 3 db level at a five foot distance and a red warning light, clearly visible to the operator. The operator shall be able to preset the load to an accuracy of at least 10 percent of the minimum lift capacity of the crane or 1,000 pound increments, whichever is smaller, for the load indicator; 1/2 degree for the angle indicators; and one percent of the maximum for the radius of load indicator. Indicators shall be illuminated for night operation.

2.16.3.8 Device Readout Location

The device readout shall be located within a range where an operator can obtain readings without interrupting his normal mode of operation and without causing an occupational hazard.

2.16.3.9 Transmission Lines

All transmission lines shall be installed so that maximum protection from any damage is afforded, whether due to crane operation or extraneous causes.

2.16.3.10 Resolution

Minimum resolution shall permit a clear reading of the load values within the accuracy of the system.

2.16.4 Tools

Any special tools or equipment required for installation, operation and/or maintenance shall be furnished with the LID, AID, and RLD. Hydraulic systems shall include a one quart can of hydraulic fluid and a pump for use in recharging the system.

2.16.5 Maintenance

Replacement of any major component shall not require major recalibration of the LID, AID, and/or RLD. Recalibration in the field by untrained personnel shall be possible.

2.16.6 Performance Evaluation Test

2.16.6.1 Load Indicating Device

The load indicating device shall be tested in accordance with the general requirements outlined in Section 6 of SAE J376, with the exception of sentence 6.2.1(b). The accuracy of the system is defined as 97 to 105 percent. The Contractor shall provide all weights and instruments required. For multi-sheave load blocks, readings of the indicated load shall be taken when the cables are raised and halted and lowered and halted (for known weights) or raised to set load and lowered to set load (for a fixed anchor). This accounts for pulley friction, therefore, the average readout should be used.

2.16.6.2 Angle Indicating Device and Radius of Load Device

The required performance evaluation test for the angle indicating device and the radius of load device are outlined in Section 5 of the Appendix to SAE J375. The Contractor shall provide all instruments for the required

SECTION 26 05 00.00 08 Page 10 tests.

2.17 WIND SPEED INDICATOR

The crane shall have a hard-wired wind speed indicator system meeting industry standards for indicating devices. Take steps to ensure that wind speed does not contribute to loss of control of the load during lifting operations. At wind speeds greater than 20 mph, the operator, rigger and lift supervisor must cease all crane operations, evaluate conditions and determine if the lift may proceed. Base the determination to proceed or not on wind calculations per the manufacturer and a reduction in LHE rated capacity if applicable. Include this maximum wind speed determination as part of the activity hazard analysis plan for that operation.

PART 3 EXECUTION

3.1 ELECTRICAL WORK

All electrical work shall be in conformance with NFPA 70.

-- End of Section --

SECTION 26 05 00.00 08 Page 11

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 41 22 13.29 08

AUXILIARY CRANE

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 DESCRIPTION OF EQUIPMENT

1.3.1 Verification of Existing Conditions

1.3.2 Capacity

1.3.2.1 Lifting Capacities and Reach

1.3.2.2 Weight and Wheel Reactions

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Field Install Plan

1.5.2 Wheel Load Diagrams

1.5.3 Crane Drawings and Data

1.5.4 Purchase Orders

1.6 GUARANTEE

PART 2 PRODUCTS

2.1 CARBODY

2.2 TRAVELING MECHANISM

2.3 HOIST MECHANISM

2.4 GEARS, SHAFTS AND BEARINGS

2.4.1 Gears

2.4.2 Shafts

2.4.3 Bearings

2.5 ROTATING MECHANISM

2.6 TURNTABLE

2.7 ROTATING PLATFORM

2.8 BOOM AND CAB

2.8.1 Boom

2.8.2 Cab

2.9 WIRE ROPE

2.10 HOOK BLOCKS

2.11 POWER PLANT

2.11.1 Engine

2.11.2 Lubrication

2.11.3 Governor

2.11.4 Engine Auxiliary Apparatus

2.11.5 Cooling System

2.11.6 Fuel Supply

2.11.7 Fuel Hose

2.12 ELECTRICAL WORK

2.13 CRANE OPERATION

2.13.1 Operating Controls

2.13.2 Traveling Mechanism

SECTION 41 22 13.29 08 Page 1

2.13.3 Slewing

2.14 HYDRAULIC SYSTEM

2.15 MISCELLANEOUS ITEMS

2.15.1 General

2.15.2 Hook Block

2.15.3 Windshield Wiper

2.15.4 Safety Appliances

2.15.5 Tools

2.15.6 Operating Manual

2.15.7 Horn

2.15.8 Access to Cab

2.15.9 Fire Extinguisher

2.16 NAMEPLATES

2.16.1 Components

2.16.2 Identification

PART 3 EXECUTION

3.1 SHOP ASSEMBLY AND TESTS

3.2 REMOVAL OF EXISTING CRANE

3.3 FIELD ERECTION

3.4 FIELD TEST

3.5 PAINTING

3.5.1 Cleaning And Preparation Of Surfaces To Be Painted

3.5.1.1 General Requirements

3.5.2 Paint Application

3.5.2.1 General

3.5.2.2 Mixing and Thinning

3.5.2.3 Time Between Surface Preparation and Painting

3.5.2.4 Method of Paint Application

3.5.2.5 Coverage and Film Thickness

3.5.2.6 Progress of Painting Work

3.5.2.7 Contacting Surfaces

3.5.2.8 Protection of Painted Surfaces

3.6 LUBRICATION

3.7 TRAINING

-- End of Section Table of Contents --

SECTION 41 22 13.29 08 Page 2

SECTION 41 22 13.29 08

AUXILIARY CRANE

PART 1 GENERAL

1.1 SCOPE

The work covered by this section shall conform to Section 01 35 00.00 08 SPECIAL PROCEDURES, paragraph SUMMARY and in accordance with the requirements specified herein. The existing locomotive cranes shall become the property of the Contractor and shall be removed from the site.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

ASSOCIATION OF EQUIPMENT MANUFACTURERS (AEM)

PSCA Standard No. 5 (1983) Mobile Hydraulic Excavator Standard

ASME INTERNATIONAL (ASME)

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.23 (2011) Personnel Lifting Systems

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 7 (2007: E 2004) Brush-Off Blast Cleaning

SOCIETY OF AUTOMOTIVE ENGINEERS (SAE)

SAE J1063 (2013) Cantilevered Boom Cranestructures - Method Of Test

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-W-410 (Rev G) Wire Rope and Strand

1.3 DESCRIPTION OF EQUIPMENT

The equipment to be furnished shall consist of standard model 15 ton, at 12 foot radius, diesel-hydraulic locomotive cranes, designed for operation on an 8-foot 0-inch gage track (measured to centerline of rail heads).

The cranes will be used for general utility lifting along the service bridge, servicing dam gates and operating machinery, transferring material and equipment from top of lock walls and deck of service bridge and to perform other services in connection with operation of the dams. The locomotive cranes shall be the standard product of a recognized

SECTION 41 22 13.29 08 Page 3 manufacturer as regularly furnished for similar service, with only such modifications as are essential to comply with the requirements specified herein. The locomotive cranes shall be manufactured to meet the general requirements of ASME B30.5 with the exception of any specific criteria required by these specifications. The locomotive cranes shall also meet the requirements of ASME B30.23 to allow use of a man-basket. The cranes shall be air-cooled diesel-powered, full-revolving type, self-propelled, locomotive type, mounted on non-swiveling hydraulically propelled double flanged wheels. It shall be equipped with a 70 foot telescoping boom and shall be suitable for operation on straight and level track constructed of ASCE 85 pound rails laid 8 feet 0 inches (center-to-center of rail heads) on the deck of the service bridges. The cranes shall be capable of performing any and all of the functions of: hoisting, swinging, raising and lowering the boom, and traveling independently at specified rating hereunder or simultaneously at reduced capacity as desired. A radius indicator shall be provided to indicate to the operator the working radius of the hook block. The crane shall be equipped with a load indicator similar and equal to 3B6 Technologies or P.A.T.