W912BV18R0042Amendment0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RS Kerr Rehab & Paint Tainter Gates, RS Kerr Lake, Oklahoma.

See attached summary of changes for revisions located in Amendment 0002. Proposal due date and time remain unchanged.

All other terms and conditions shall remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV18R0042

X 9B. DATED (SEE ITEM 11)

09-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2018

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SUMMARY OF CHANGES (SPECIFICATIONS AND DRAWINGS)

AMENDMENT 0002

RFP NO. W912BV18R0042

RS KERR REHAB & PAINT TAINTER GATES

ROBERT S. KERR LOCK AND DAM, OKLAHOMA

Standard Form (SF) 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

SPECIFICATIONS

Delete previously issued Table of Contents and Submittal Register and replace with new Table of Contents and Submittal Register attached hereto.

Add new Section 35 01 70 attached hereto.

DRAWINGS

Delete previously issued Sheet ID G101 and replace with new Sheet ID G101 attached hereto.

Add new Sheet ID S-507 and R-014 attached hereto.

END OF SUMMARY OF CHANGES (SPECIFICATIONS AND DRAWINGS) – AMENDMENT 0002

TABLE OF CONTENTS

SOLICITATION NO. W912BV18R0042

RS KERR REHAB & PAINT TAINTER GATES

ROBERT S. KERR LOCK AND DAM, OKLAHOMA

TOC-1

Table of Contents Revised by Amendment 0002

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION

00 11 00 PRICING SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 22 11 EVALUATION CRITERIA, BASIS OF AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 QUALITY CONTROL

01 46 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DEBRIS REMOVAL

DIVISION 05 – METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 – FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 – ELECTRICAL

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 01 70 WIRE ROPE FOR GATE OPERATING DEVICES

35 20 16 TAINTER GATES AND ANCHORAGES

-- End of Table of Contents --

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01 00 00 SD-01 Preconstruction Submittals

1.8 GWork Plan

01 32 01 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.4Crane Operators/Riggers

1.7.2.2 GStandard Lift Plan

1.7.2.3 GCritical Lift Plan

1.7.2.4 GNaval Architecture Analysis

1.8Activity Hazard Analysis (AHA) 1.9.1Hot Work Permit 1.12.4Certificate of Compliance 1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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01 35 26 1.14.1 GPortable Gauge Operations Planning Worksheet

01 45 00 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan 01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

1.4 GPlan of Action

1.5 GFlood Emergency Preparation

Plan 01 57 19 SD-01 Preconstruction Submittals

1.5.1Preconstruction Survey

1.9 GSolid Waste Management Permit

1.5.2 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

1.5.4 GEmployee Training Records

SD-07 Certificates

1.5.4 GEmployee Training Records

SD-11 Closeout Submittals

3.4.2.3 GDisposal Documentation for

Hazardous and Regulated Waste

1.5.4 GAssembled Employee Training

Records

1.9 GSolid Waste Management Permit

3.4.2.1 GHazardous Waste/Debris

Management

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01 57 19 1.5.2 GRegulatory Notifications 01 78 00 SD-03 Product Data

1.5Spare Parts Data SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GAs-Built Drawings

3.4Construction Contract

Specifications 05 50 14 SD-01 Preconstruction Submittals

2.3.1.1 GWork Plan

1.7 GWelding Procedure Specifications

(WPS)

2.3.3 GWelding Procedure Specifications

(WPS)

GWelding Schedules for Structural

Steel GWeld Tracking Log Template GWeld Distortion Control Plan

2.3.4.4 GBolted Connection Work Plan

SD-02 Shop Drawings

1.4.2 GDetail Drawings

1.4.2.1 GRevised Detail Models and

Drawings

1.4.2.2 GAs-Fabricated Models and

Drawings

2.3.2 GAssembly Drawings

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05 50 14 SD-03 Product Data

2.3.3 GWelding of Structural Steel

2.4.7 GStructural Steel Welding Repairs

2.1.1Materials Orders 2.1.2Materials List

Filler Metal SD-06 Test Reports

2.4 GTests, Inspections, and

Verifications

1.4.2 GWeld Tracking Log

2.2.3.1Bolts, Nuts, and Washers

SD-07 Certificates

1.4.1 GQualification of Welders and

Welding Operators

1.4.4 GInspector Qualifications

SD-09 Manufacturer’s Field Reports

2.3.4.1 GBolt holes mislocated or

misdrilled

09 97 02 SD-01 Preconstruction Submittals

1.2 GSafety, Health, and

Environmental Requirements

1.2.1 GSafety Plan

1.2.1.5 GRespiratory Protection Plan

1.2.2.1 GAirborne Sampling Plan

1.2.1 GVentilation Assessment Plan

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09 97 02 1.2.2 GMedical Surveillance Plan

1.2.3 GEnvironmental Protection Plan

1.2.3.1 GWaste Disposal Plan

1.2.3.2 GContainment Plan

1.2.3.3 GVisible Emissions Monitoring

Plan

1.2.3.4 GWater Quality Plan

SD-03 Product Data Part 2 GManufacturer's Product Data

Sheet SD-04 Samples

Part 2 GProduct Samples

2.1 GSpecial Paint Formulas

2.3.3 GSolvent and Thinners

SD-06 Test Reports

3.4 GInspection Reports

1.2.2.2 GMedical Status Report

1.2.2.3 GChange in Medical Status Report

1.2.2.1 GAir Monitoring Test Plan

1.2.2.1 GAir Monitoring Test Report

SD-07 Certificates

1.5.1 GCertified EHS Professional

1.5.2 GSSPC QP 1 Certificate

1.5.4 GCoating Thickness Gage

Qualification

1.5.3 GQualified Paint Applicator

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26 42 14 SD-03 Product Data

1.2 GCathodic Protection System

3.1 GCathodic Protection System

SD-07 Certificates

1.2 GCathodic Protection System

3.1 GCathodic Protection System

35 01 70 SD-01 Preconstruction Submittals

1.2.1 G ECDWire Rope Work Plan

1.2.2 G TAOWire Rope Safety Plan

2.1 G ECDManufacturer's Qualifications

2.1 G ECDManufacturer's Qualifications

1.4 G TAOSupervisor's Qualifications

2.3 G ECDCable Pin Material Certificate

2.1 G ECDWire Ropes and Sockets

2.5 G ECDU-bolt Material Certificate

SD-02 Shop Drawings

2.1.9 G ECDEnd Terminations

2.3 G ECDCable Pin

SD-03 Product Data

2.2 G ECDLubrication

2.1.3 G ECDPre-Stretching

2.1.11 G ECDEnd Termination Attachment

Method

2.6 G ECDGate Connection Washer

SD-06 Test Reports

2.1.10 G ECDTension Testing

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35 01 70 2.1.11 G ECDProof Loading

2.1.4 G ECDWire Strength and Ductility

2.1.5 G ECDPre-Forming

2.1.6 G ECDStress Relief '(Wrapping Test)'

2.1.9 G ECDEnd Terminations

SD-07 Certificates

1.7 G TAOWarranty

2.1.2 G ECDType of Wire Rope

2.1.10 G ECDTension Testing Equipment

35 20 16 SD-01 Preconstruction Submittals GGate Repair Temporary Support or Removal Plan GGate Repair Demolition Plan GGate Repair Sequence

2.3.7.1 GGate Repairs

GReplacement Parts

SD-02 Shop Drawings

2.3.1 GDetail Drawings

SD-03 Product Data 2.1Materials

SD-04 Samples

2.3.7 GFabrications

2.1 GMaterials

2.2 GManufactured Units

SD-06 Test Reports

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35 20 16 2.4Tests, Inspections, and Verifications

SD-09 Manufacturer’s Field Reports

2.4.3 GControl Dimensions

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RS Kerr Rehabilitate & Paint Tainter Gates FY18 KERRTAINTERFY18

SECTION 35 01 70

WIRE ROPE FOR GATE OPERATING DEVICES

05/14

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A276 (2013a) Standard Specification for Stainless Steel Bars and Shapes

ASTM A351/A351M (2016) Standard Specification for Castings, Austenitic, for Pressure-Containing Parts

ASTM A370 (2014) Standard Test Methods and Definitions for Mechanical Testing of Steel Products

ASTM A564/A564M (2013) Standard Specification for Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and Shapes

ASTM F2281 (2004, Rev 2017) Standard Specification for Stainless Steel and Nickel Alloy Bolts, Hex Cap Screws, and Studs, for Heat Resistance and High Temperature Applications

ASTM F594 (2009; E 2011) Standard Specification for Stainless Steel Nuts

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

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

1.2 SYSTEM DESCRIPTION

1.2.1 Wire Rope Work Plan

The work required in accordance with this specification is of a complicated nature, requiring technical expertise and planning. Submit a work plan, which will indicate how the existing wire rope will be removed and how the new wire rope will be installed, without damaging either existing equipment or the new wire rope. The approved work plan must submitted and approved

SECTION 35 01 70 Page 1 Section Added by Amd 0002 before any work can be performed. Include the following in the plan:

Removal plan for old wire rope.

Un-reeling and installation plans for new wire rope.

Plan for tensioning wire ropes.

Schedule for delivery.

Schedule for installation.

Lubrication method.

Field tensioning method.

1.2.2 Wire Rope Safety Plan

The work area, conditions of work area(s), and type of work required can create considerable potential for accidents. Submit a safety plan indicating how accidents will be prevented. Include in the safety plan details of how the wire rope will be handled and installed to minimize the risk to personnel. Perform work in accordance with EM 385-1-1. Include the safety provisions of this section in the safety plan required by Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS.

1.2.3 Tools, Equipment and Expertise

The work may take place over water in areas with limited ventilation. Only electric or air powered tools and equipment will be allowed within those areas (no internal combustion engines will be allowed).

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Wire Rope Work Plan; G, ECD

Wire Rope Safety Plan; G, TAO

Manufacturer's Qualifications; G, ECD

Supervisor's Qualifications; G, TAO

Cable Pin Material Certificate; G, ECD

Provide material certifications for the cable pins. Provide certificates for the first and last pin manufactured. Each pin identified for testing shall yield 3 test specimens. Certificates shall include testing facility, ASTM material standard, UNS number, heat treat condition, testing standards, chemical compensation, tensile strength, yield strength, elongation and Charpy V-notch for zone 2. Testing shall be done in accordance with ASTM A370.

Wire Ropes and Sockets; G, ECD

For wire ropes, provide rope manufacturer supplied information.

The information shall include rope type, size, material, SECTION 35 01 70 Page 2 manufacturer, breaking strength and working load limit. For the sockets, provide material certification showing results from 3 test specimens. The information shall include casting standard, testing facility, testing standard, material grade, heat treat condition and material test results. Test results shall include chemical composition, tensile strength, yield strength, elongation and Charpy V-notch testing results for zone 2. Testing shall be done in accordance with ASTM A370.

U-bolt Material Certificate; G, ECD

Provide material certifications for the u-bolts. Certificates shall be provided for the first and last u-bolt manufactured.

Each u-bolt identified for testing shall yield 3 test specimens.

Certificates shall include testing facility, ASTM material standard, UNS number, heat treat condition, testing standards, chemical compensation, tensile strength, yield strength, elongation and Charpy V-notch for zone 2. Certificates shall be provided for the first and last u-bolt manufactured.

SD-02 Shop Drawings

End Terminations; G, ECD

End termination shop drawing shall clearly depict all critical dimensions necessary to manufacture and assemble all components;

rope type, size and material, manufacturer and manufacturer supplied breaking strength; and end termination material and manufacturer.

Cable Pin; G, ECD

Cable pin shop drawings shall depict all critical dimensions required to manufacture the pin. The shop drawings shall also include the material's UNS number, the ASTM specification and the heat treatment condition. The Contractor shall include the accompanying cotter pin manufacturer and part number.

U-Bolt; G, ECD

U-bolt shop drawings shall depict all critical dimensions required to manufacture the u-bolt. The shop drawings shall also include the material's UNS number, the ASTM specification, and the heat treatment condition. The Contractor shall include the accompanying nut manufacturer, grade and part number.

SD-03 Product Data

Lubrication; G, ECD

Pre-Stretching; G, ECD

End Termination Attachment Method; G, ECD

Gate Connection Washer; G, ECD

SD-06 Test Reports

Tension Testing; G, ECD

SECTION 35 01 70 Page 3

Proof Loading; G, ECD

Wire Strength and Ductility; G, ECD

Pre-Forming; G, ECD

Stress Relief "(Wrapping Test)"; G, ECD

End Terminations; G, ECD

SD-07 Certificates

Warranty; G, TAO

Type of Wire Rope; G, ECD

Tension Testing Equipment; G, ECD

1.4 SUPERVISOR'S QUALIFICATIONS

Submit the supervisor's experience in the installation of wire rope. The supervisor must have performed work similar to that required in this contract on at least three separate occasions. The supervisor must be on site at all times when wire rope is being delivered, stored, un-reeled, during testing, installation, and after installation testing. Submit the Contractor's Installation Supervisor's experience record before work at the site may begin.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 General

The work and storage areas are as indicated on Drawing G102. Wind the wire ropes on spools in the same direction as they were bent during manufacturing. Cover the spools for protection from rain, snow, and/or road spatter during shipping.

1.5.2 Inspection on Delivery

Upon delivery to the work or storage area, inspect the wire ropes and sockets in the presence of the Contracting Officer. Inspect the wire rope for dings, kinks or other damage. Unreel the wire ropes from spool to spool to allow complete inspection of the wire ropes over their entire length. Perform the unreeling/reeling operation, and furnish extra spools or any other equipment required. Upon completion of the inspection, furnish the Contracting Officer with a written report of the results.

1.5.3 Storage

After delivery, store the wire ropes in well ventilated enclosures in the storage area and protect from the elements.

1.6 ENVIRONMENT PRECAUTIONS

Take special care to prevent any materials of any type falling into or contaminating waters surrounding the work site. Immediately notify the Contracting Officer if materials fall into or contaminate waters.

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1.7 WARRANTY

Submit signed copies or the manufacturer's warranty of a 1 year warranty for all materials and services provided under this section.

PART 2 PRODUCTS

2.1 WIRE ROPES AND SOCKETS

Provide wire rope and sockets which are the standard product of a manufacturer regularly engaged in the manufacture of wire rope, and that essentially duplicate products having been in satisfactory use for at least 5 years prior to proposal evaluation. Submit manufacturer's qualifications statement.

Provide sockets fabricated by a manufacturer regularly engaged in the manufacture of wire rope sockets and that produced wire rope sockets having been in satisfactory use for at least five years prior to proposal submittal due date. Each rope shall have one drum rope socket and one gate connection rope socket. Submit manufacturer's qualifications statement.

Dimensional characteristics of the sockets are shown on Drawing 187-P3-51/2.1.

2.1.1 Quantity

Furnish 30 wire ropes with end terminations (sockets) at both ends. Each wire rope must be of the length indicated on Drawing No. R-014 and within the tolerance also indicated on that drawing. Splicing shall not be allowed. Splicing shall not be allowed. Provide two spare wire ropes with end terminations at both ends on spools for proper long term storage.

2.1.2 Type of Wire Rope

The wire rope must be of the following type:

2.1.2.1 Strand Configuration

6x30; flattened strand.

2.1.2.2 Lay

Right, regular.

2.1.2.3 Diameter

1-1/8 inch, with a tolerance of minus and plus 5 percent

2.1.2.4 Finish

Plain.

2.1.2.5 Minimum Breaking Strength

114,400 pounds.

Note: In this section, Nominal Strength and Breaking strength are synonymous.

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2.1.2.6 Material

AISI 302 stainless or AISI 304 stainless.

2.1.2.7 Core Type

Independent wire rope core (IWRC).

2.1.2.8 Pre-Formed

Yes.

2.1.3 Pre-Stretching

Submit Pre-Stretching Procedure. Pre-stretch the wire ropes before attaching their end terminations. Pre-stretch by subjecting wire ropes to three cycles at 40 percent of its nominal strength. Hold the 40 percent loads for five minutes with 5 percent loads for five minutes between cycles. A method of dynamic pre-stretching may be proposed for Contracting Officer written approval before pre-stretching process begins.

2.1.4 Wire Strength and Ductility

Perform testing in accordance with FS RR-W-410 to verify wire strength and ductility. Submit test results.

2.1.5 Pre-forming

Provide pre-formed wire rope, and perform testing in accordance with FS RR-W-410 to verify pre-forming. Submit test results.

2.1.6 Stress Relief "(Wrapping Test)"

Stress relieve the wire rope, and perform testing in accordance with FS RR-W-410 to verify stress relief. Submit test results.

2.1.7 Strand Pitch Length

Strand pitch length shall not be less than 4-1/2 times the nominal rope diameter.

2.1.8 Core Strand Wires

The number of wires in the core strand must be equal to or greater than the number of wires in the other strands. Use the same material as the wires in the other strands or use a material with a lower tensile strength.

2.1.9 End Terminations

Submit end termination shop drawings as specified. The wire rope end terminations must be spelter socket. Spelter sockets shall be stainless steel. Provide fabricated wire rope end terminations from cast stainless steel conforming to ASTM A351/A351M CG8M. Critical dimensions for end termination fabrication are on Drawing No. R-014. Prepare wire rope for end terminations per rope manufacturer's recommendations. Secure the wire rope in fabricated sockets with the rope manufacture's recommended epoxy resin such that termination efficiency is 100 percent. End termination core surface preparation shall be per epoxy manufacturer's recommendations.

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2.1.10 Tension Testing

Tension testing shall be performed after pre-stretching. Submit rope tension test report. Perform a tension test to verify the wire rope meets the accepted industry standards for nominal strength. Test two rope samples to failure to ensure the expected performance level has been met.

Perform the test using suitable tension testing equipment and by qualified personnel. If tension tests are performed using the same end terminations and u-bolts specified in this section, those end terminations and u-bolts used for tension testing shall not be reused. Submit certification of rope tension testing device. Rope test samples shall have a length no less than 3 feet. The test will not be considered valid if failure occurs less than 2 inches from either socket or holding mechanism. Relative speed between the machine heads must not exceed one inch per minute.

2.1.11 Proof Loading

The manufacturer shall attach the end terminations after pre-stretching the wire rope. The end termination attachment method shall be as specified in this section. After their attachment, proof load each wire rope to 40 percent of nominal strength of the rope. Measure the length of the wire ropes to the nearest 0.01 inch at the proof load. Submit proof load test report and measured rope lengths.

2.2 LUBRICATION

The Contractor shall provide data sheet for lubrication that is in accordance with the wire rope manufacture's recommendations. Per wire rope manufacturer's recommendations the Contractor shall provide enough lubrication to adequately lubricate the wire ropes for one year.

2.3 CABLE PIN

Submit shop drawings and cable pin material certificate as specified. The cable pin shall be ASTM A564/A564M, Type 630, condition H1150. The cable pin dimensions and features shall match the existing cable pin. The Contractor shall provide six cable pins. See Drawing R-006 for dimensional requirements. Additional material is required when test specimens are needed. Submit cable pin material certification as specified.

2.4 COTTER PIN

Cotter pins shall be Type 316 stainless steel.

2.5 U-BOLTS

Submit shop drawings and U-bolt material certificate as specified. The u-bolt shall be ASTM F2281, Grade 416, condition H. The u-bolt dimensions and features shall match the existing u-bolts. All nuts shall be included with the u-bolts. Each u-bolt shall include two standard hex nuts and two standard hex jam nuts for assembly. All nuts associated with the u-bolts shall be ASTM F594, alloy 416, Condition H. The Contractor shall provide 32 (install 30 and 2 spare) u-bolts. See drawing No. R-014 for dimensional requirements. Submit u-bolt material certification as specified.

2.6 GATE CONNECTION WASHER

The existing bronze washers shall be replaced with CIP Hydro washers or prior approved equal. The Contractor shall provide 14 (install 12 and 2

SECTION 35 01 70 Page 7 spare) washers. See drawing R-014 for dimensional requirements.

2.7 GATE CONNECTION SPACERS

Existing carbon steel spacers shall be replaced with ASTM A276 Type 304 or Type 316, Condition S. The Contractor shall provide 14 (install 12 and 2 spare) 1-1/8 inch thick spacers and 26 (install 24 and 2 spare) 2-1/16 inch. See drawing R-014 for other dimensional requirements.

PART 3 EXECUTION

3.1 REMOVAL OF EXISTING WIRE ROPE

After removal the existing wire ropes shall become the Contractor's property. Remove from Government property and dispose all wire ropes in accordance with all federal, state, and local laws and regulations.

3.2 QA INSPECTIONS

Up to two representatives of the Contracting Officer will be present to witness the various manufacturing processes for the wire rope. At a minimum, a site visit will be made to witness the tension test and the wire rope will be inspected upon delivery. Inspection during removal of the existing wire rope and installation of the new wire rope will be ongoing.

3.3 VERIFY DIMENSIONS

After becoming familiar with the details of the work the Contractor shall verify dimensions in the field and immediately advise the Contracting Officer of any discrepancies before performing any work.

3.4 CLEAN DRUMS AND SHEAVES

Clean all drum and sheave grooves with a power wire brush, and inspect them for wear, abrasion, corrosion or other roughness and verify their dimensions are suitable for the new wire rope. Immediately advise the Contracting Officer of any problems.

3.5 LUBRICATION

Lubricate the wire ropes after they are installed but before break-in/testing. Submit the proposed method in the work plan.

3.6 UN-REELING AND INSTALLING WIRE ROPE

Attach the wire ropes to spools or pulleys as shown on Drawing No. R-014.

Wind the wire rope under adequate tension and guide each end of the rope to its proper location. Wind the wire rope in the same direction it was bent during manufacture. Ensure that no twists or loops occur. Any wire rope twisted or looped shall be rejected for use and installation, immediately cut in half in the presence of the Contracting Officer's Representative (COR) or Contracting Officer, and removed from Government property. Submit the proposed method of un-reeling and installing in the work plan.

3.7 FIELD TENSIONING MULTI-LINE HOISTS

See Section 35 20 16, Part 3 - Execution, paragraph "Adjustment of Wire Rope Tension".

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3.8 BREAK-IN/TESTING

After installation is complete, run the gate-operating device through four complete cycles, fully open to fully closed.

3.9 ORDERLY WORK AREA/SITE CLEANUP

Maintain neat and orderly storage and work areas. The Contract will not be considered complete until all the tools, equipment and property have been removed from the site, and the storage and work areas have been restored.

Remove all dirt, debris, litter etc. from project and dispose of in a proper manner.

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