TSpecs-BAR_Spillway Gate Chains Fabrication_RTA Final.pdf

Solicitation No. W912P5-24-B-0005

US Army Corps Of Engineers Nashville District

Spillway Gates Chain Replacement

Barkley Dam Cumberland River Lyon County, Kentucky

Technical Specifications - Ready to Advertise (RTA) Certified Final

May 2024

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Spillway Gates Chain Replacement Barkley Dam W912P5-24-B-0005 RTA Kuttawa, KY

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

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PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Scope

1.1.1 Base Contract

1.1.2 Option 1

1.1.3 Option 2

1.1.4 Option 3

1.1.5 Option 4

1.1.6 Option 5

1.1.7 Option 6

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Scope

The work covered under this contract consists of fabrication and delivery of spillway gate chains. Installation will be done by others. A description of the breakdown of the work can be found herein or in Specification Section 01 20 00 PRICE AND PAYMENT PROCEDURES. All work must be performed in strict accordance with this specification and the applicable drawings, and must be subject to the terms and conditions of the contract.

See Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for more information.

1.1.1 Base Contract

Under the base contract, six (6) gate chains for three spillway gates will be fabricated and delivered. The base contract must be fabricated and delivered within 270 days from contract award.

1.1.2 Option 1

Under Option 1 of the contract, six (6) gate chains for three spillway gates will be fabricated and delivered. The option will add 270 calendar days to the original contract. A full assembly of spare chain components must also be fabricated and delivered unassembled under this option. The spare chain components only need to be delivered prior to contract completion.

1.1.3 Option 2

Under Option 2 of the contract, six (6) gate chains for three spillway gates will be fabricated and delivered. The option will add 270 calendar days to the original contract.

1.1.4 Option 3

Under Option 3 of the contract, three (3) gate chains will be fabricated and delivered. The option will add 135 calendar days to the original contract.

1.1.5 Option 4

Under Option 4 of the contract, one (1) gate chain will be fabricated and delivered. The option will add 45 calendar days to the original contract.

Liquidated Damages-Subcontracting Plan clauses will apply to this option if awarded at the same time as the base scope.

1.1.6 Option 5

Under Option 5 of the contract, one (1) gate chain will be fabricated and

SECTION 01 11 00 Page 3 delivered. The option will add 45 calendar days to the original contract.

Liquidated Damages-Subcontracting Plan clauses will apply to this option if awarded at the same time as the base scope.

1.1.7 Option 6

Under Option 6 of the contract, one (1) gate chain will be fabricated and delivered. The option will add 45 calendar days to the original contract.

Liquidated Damages-Subcontracting Plan clauses will apply to this option if awarded at the same time as the base scope.

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

a. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

b. Federal Veteran Employment Information: www.fedshirevets.gov

c. Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

d. Hiring Our Heroes: www.uschamberfoundation.org/hiring-our-heroes

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 Contract Cost Breakdown

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Final Invoice

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Base Contract - Payment Items

1.3.1.1 Fabrication and Delivery of Spillway Gate Chains for 3

Gates (Six chains).

1.3.1.1.1 Payment

1.3.1.1.2 Unit of Measure

1.3.2 Option 1 - Payment Items

1.3.2.1 Fabrication And Delivery Of Spillway Gate Chains For 3

Gates (Six Chains) And Spare Parts.

1.3.2.2 Payment

1.3.2.3 Unit of Measure

1.3.3 Option 2 - Payment Items

1.3.3.1 Fabrication And Delivery Of Spillway Gate Chains For Three

Gates (Six Chains).

1.3.3.1.1 Payment

1.3.3.1.2 Unit of Measure

1.3.4 Option 3 - Payment Items

1.3.4.1 Fabrication And Delivery Of Three Spillway Gate Chains

1.3.4.1.1 Payment

1.3.4.1.1.1 Unit of Measure

1.3.5 Option 4 - Payment Items

1.3.5.1 Fabrication And Delivery Of One Spillway Gate Chain

1.3.5.1.1 Payment

1.3.5.1.2 Unit of Measure

1.3.6 Option 5 - Payment Items

1.3.6.1 Fabrication And Delivery Of One Spillway Gate Chain

1.3.6.1.1 Payment

1.3.6.1.1.1 Unit of Measure

1.3.7 Option 6 - Payment Items

1.3.7.1 Fabrication and delivery of one spillway gate chain

1.3.7.1.1 Payment

1.3.7.1.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 Contract Cost Breakdown

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PRICE SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Base Contract - Payment Items

1.3.1.1 Fabrication and Delivery of Spillway Gate Chains for 3 Gates (Six chains).

1.3.1.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of Spillway Gate Chains for three Gates," which includes all materials, equipment, and labor required to fabricate and deliver the

SECTION 01 20 00 Page 3 spillway gate chains for three spillway gates (Six chains). The base contract must be fabricated and delivered within 270 days from contract award. Liquidated Damages clauses will apply to the base scope.

See Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for more information.

1.3.1.1.2 Unit of Measure

Unit of measure: Job.

1.3.2 Option 1 - Payment Items

1.3.2.1 Fabrication And Delivery Of Spillway Gate Chains For 3 Gates (Six Chains) And Spare Parts.

1.3.2.2 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of Spillway Gate Chains for three Gates," which includes all materials, equipment, and labor required to fabricate and deliver the spillway gate chains for three spillway gates (Six chains). Option 1 contract must be fabricated and delivered within 270 days from contract execution. A full assembly of spare chain components must also be fabricated and delivered unassembled under this option. The spare chain components only need to be delivered prior to contract completion.

1.3.2.3 Unit of Measure

Unit of measure: job.

1.3.3 Option 2 - Payment Items

1.3.3.1 Fabrication And Delivery Of Spillway Gate Chains For Three Gates (Six Chains).

1.3.3.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of Spillway Gate Chains for three Gates (six chains)," which includes all materials, equipment, and labor required to fabricate and deliver the spillway gate chains for one spillway gate.Option 2 must be fabricated and delivered within 270 days from option execution. If awarded at the same time as Option 1, the work must be fabricated and delivered within 135 days from option exercise.

1.3.3.1.2 Unit of Measure

Unit of Measure: Job.

1.3.4 Option 3 - Payment Items

1.3.4.1 Fabrication And Delivery Of Three Spillway Gate Chains

1.3.4.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of three spillway gate chains," which includes all materials, equipment, and labor required to fabricate and deliver three spillway gate

SECTION 01 20 00 Page 4 chains. The option must be fabricated and delivered within 135 days from option execution. If awarded at the same time as Option 1, the work must be fabricated and delivered within 68 days from option exercise.

1.3.4.1.1.1 Unit of Measure

Unit of Measure: Job.

1.3.5 Option 4 - Payment Items

1.3.5.1 Fabrication And Delivery Of One Spillway Gate Chain

1.3.5.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of one spillway gate chain," which includes all materials, equipment, and labor required to fabricate and deliver one spillway gate chain. The option must be fabricated and delivered within 45 days from option execution. Liquidated Damages clauses will apply to this option if awarded at the same time as the base scope.

1.3.5.1.2 Unit of Measure

Unit of Measure: Job.

1.3.6 Option 5 - Payment Items

1.3.6.1 Fabrication And Delivery Of One Spillway Gate Chain

1.3.6.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of one spillway gate chain," which includes all materials, equipment, and labor required to fabricate and deliver one spillway gate chain. The option must be fabricated and delivered within 45 days from option execution. Liquidated Damages clauses will apply to this option if awarded at the same time as the base scope.

1.3.6.1.1.1 Unit of Measure

Unit of Measure: Job.

1.3.7 Option 6 - Payment Items

1.3.7.1 Fabrication and delivery of one spillway gate chain

1.3.7.1.1 Payment

Payment will be made for the costs associated with "Fabrication and Delivery of one spillway gate chain," which includes all materials, equipment, and labor required to fabricate and deliver one spillway gate chain. The option must be fabricated and delivered within 45 days from option execution. Liquidated Damages clauses will apply to this option if awarded at the same time as the base scope.

1.3.7.1.2 Unit of Measure

Unit of Measure: Job.

SECTION 01 20 00 Page 5

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Submission of Submittals

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.5 QUANTITY OF SUBMITTALS

1.6 INFORMATION ONLY SUBMITTALS

1.7 SUBMITTAL REGISTER

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED SUBMITTALS

1.11 APPROVED SUBMITTALS

1.12 WITHHOLDING OF PAYMENT

1.13 CERTIFICATION OF SUBMITTAL DATA

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

Appendix A - Submittal Register

SECTION 01 33 00 Page 1

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or “S” classification are for information only. When used, a code following the "G" classification 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

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for any variations from the contract requirements and for other items as designated by the Government

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only.

1.4 PREPARATION

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms or

SECTION 01 33 00 Page 3 similar forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5 QUANTITY OF SUBMITTALS

Unless otherwise specified, submit one electronic (PDF format) set of each submittal.

1.6 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation are for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 SUBMITTAL REGISTER

A sample Project Submittal Register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register."

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control

1.8 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the

SECTION 01 33 00 Page 4 submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."

c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

Contracting Officer review will be completed within 30 days after the date of submission.

1.9 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government will:

a. Note the date on which the submittal was received.

b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. one copy of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.9.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

SECTION 01 33 00 Page 5

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.10 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer. The Contractor is responsible for the dimensions and design of connection details and the construction of work.

Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 WITHHOLDING OF PAYMENT

1.13 CERTIFICATION OF SUBMITTAL DATA

Certify the submittal data as follows on Form ENG 4025: "I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

______NAME OF CONTRACTOR ______ SIGNATURE OF CONTRACTOR

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 6

SECTION 01 33 00 Page 7

SECTION 01 33 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

1.2 REFERENCES

1.3 SUBMITTALS

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

1.5 EMPLOYEE IDENTIFICATION AND CONTROL PROCEDURE

1.6 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.7 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

1.8 ESCORTS

1.9 CONDUCT OF CONTRACTOR EMPLOYEES

1.10 VEHICLES

1.10.1 Parking of Vehicles

1.10.2 Identification of Vehicles

1.11 RELEASE OF INFORMATION

1.12 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 1

SECTION 01 35 50 Page 2

SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

The entire Project area is not open to the public. Depending upon the level of security threat, some Project areas may or may not be open to the Contractor and Contractor employees. Guidance and forms for project site security requirements are available on the Nashville District Public Website:

https://www.lrn.usace.army.mil/Business-With-Us/Contract-Security-Requirements/

1.2 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.

U.S. ARMY (DA)

Army Directive 2014-05 (2014) Policy and Implementation Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

DA AR 190-13 (2011) The Army Physical Security Program

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

Verified/Eligible Employee Candidates

Employee Identification and Control Procedure; G

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

The security requirements described within apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security

SECTION 01 35 50 Page 3 requirements. Questions regarding security matters must be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel must comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures-this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor must ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.5 EMPLOYEE IDENTIFICATION AND CONTROL PROCEDURE

An employee identification and control procedure must be submitted for approval for identification and control of employees entering or leaving the project site. It is expected that this will include a unique photo identification card for each contractor and subcontractor employees working at the project site.

1.6 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

Contractors must comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates must be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.7 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

All contractors and all associated sub-contractors must comply with applicable District and local security policies and procedures (provided by the Government representative). The contractor must provide the District Security Office with any/all requested information which may be required for background screenings, checks and/or investigations to meet installation/facility access requirements. 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 installation or facility change, the Government may require changes in contractor security matters or processes." "All contract personnel requiring physical access to a federal installation or facility must comply with the access control procedures of that location. Since this is a delivery and/or supply only, there are no

SECTION 01 35 50 Page 4 investigation requirements. However, the Contractor(s) will be escorted at all times inside the restricted area.

Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index ( NCIC-III ) and Terrorist Screening Database (TSDB) ( Army Directive 2014-05 / DA AR 190-13 ), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

Background Investigation Requirements: Since the information provided that delivery will be outside of restricted areas where vetted employees will take possession, there are no investigation requirements at this time. Coordination should be made with District Security Office personnel if there are any changes to the procedures.

Background investigations for U.S. Citizens who will work (a) within a controlled area, (b) on a government information system and/or (c) have access to Government funds will be submitted in accordance with the appropriate level in Category B.

The Background investigation requirements for those U.S. Citizens who will not work (a) within a controlled area, (b) on a Government information system and/or (c) have access to Government funds is provided in Category A.

1.8 ESCORTS

In accordance with applicable regulations, all contract personnel who do not possess the appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified information or operations, sensitive information or activities, or restricted areas."

Escorts must be USACE employees and never other contractors. Note Escort Requirement will no longer be required once the Contract Representative has been notified a favorable long-term investigation (Category B3) has been completed. B3 not required for extremely short maintenance or repair contracts in which the contractor will be escorted throughout project completion (under 30 days).

1.9 CONDUCT OF CONTRACTOR EMPLOYEES

Meet the requirements of EM 385-1-1 , Section 01.C Physical Qualifications of Employees, in providing on-site employees. All Contractor employees and subcontractors must conduct themselves in a proper manner at all times. No alcoholic or intoxicating beverages or substances or illegal drugs or controlled substances not prescribed by a physician must be possessed, consumed, and no contractor employee must be under the influence of any such unauthorized substance while on Government property.

The Contractor must remove from the site any individual whose continued employment is deemed by the appointed receiving agent to be contrary to the public interest or inconsistent with the best interests of the U.S.

Army Corps of Engineers.

The Contracting Officer or the appointed receiving agent will require the Contractor to immediately remove from the work site anyone who is

SECTION 01 35 50 Page 5 incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work. Notification to the Contractor will be made in writing if time and circumstances permit. Otherwise, notification will be verbal and will be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor's obligation to perform all work required under this contract and immediate replacement must be made as required.

1.10 VEHICLES

1.10.1 Parking of Vehicles

Parking of private and Contractor vehicles must be restricted to the areas designated by the Government. Vehicles must be parked no closer than 30 feet from occupied buildings.

1.10.2 Identification of Vehicles

The Contractor must supply the Government with an up-to-date vehicle list that identifies contractor vehicles by license plate number, make and model of vehicle.

1.11 RELEASE OF INFORMATION

The Contractor must not make available to the news media or publicly disclose any data generated or reviewed under this contract. Any inquiry received by the Contractor for information concerning work performed under this contract must be referred to the Government for evaluation under the Freedom of Information Act of 1975, Public Law 93-502, 5 U.S.C., Section

552. The determination of whether records will be released will remain with the Government. The Contractor must assist the COR in compiling information or records for submission upon request by the Government.

Reports and data generated under this contract must become property of the Government and distribution to any other source by the Contractor, unless authorized is prohibited.

1.12 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

The Contractor is responsible for taking the action necessary to protect Contractor supplies, materials and equipment, and the personal property of Contractor employees from loss, damage or theft. The Government assumes no responsibility for theft, damage, etc., of the above. All incidents of theft (or suspected theft) of contractor materials, supplies, or equipment from project lands must be reported to the COR.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 95 00

FORMS AND ATTACHMENTS

PART 1 GENERAL

1.1 FORMS AND ATTACHMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

1. ENG Form 4025 Transmittal Form

2. Submittal Register

SECTION 01 95 00 Page 1

SECTION 01 95 00 Page 2

SECTION 01 95 00

FORMS AND ATTACHMENTS

PART 1 GENERAL

1.1 FORMS AND ATTACHMENTS

Listed below, and attached at the end of this section, are forms and attachments referred to in other parts of the set of technical specifications.

1. ENG Form 4025 Transmittal Form. See Section 01 33 00 SUBMITTAL

PROCEDURES.

2. Submittal Register. See Section 01 33 00 SUBMITTAL PROCEDURES.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 95 00 Page 3

SECTION 01 95 00 Page 4

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SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 41.00 10

ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Manufacturer and Assembler

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery Location

1.5.2 Certified Test Reports

1.5.3 Delivery, Storage and Handling of Equipment

1.5.3.1 Packaging

1.5.3.2 Shipping, Preservation, and Storage

PART 2 PRODUCTS

2.1 EQUIPMENT

2.1.1 Equipment Submittal Data

2.2 ENGINEERED CHAIN

2.2.1 Materials

2.2.2 Coating

2.2.3 Hardness

2.2.4 Spare Parts

2.3 SAFETY CHAIN ASSEMBLY

PART 3 EXECUTION

3.1 FABRICATION

3.1.1 General

3.1.2 Material

3.1.3 Dimensional Tolerances for Structural Work

3.2 FABRICATION SCHEDULE

3.3 MACHINE WORK

3.3.1 Finished Surfaces

3.3.2 Unfinished Surfaces

3.3.3 Pin Holes

3.4 NONDESTRUCTIVE EXAMINATION

3.4.1 NDT Agency Requirements

3.4.2 Nondestructive Testing (NDT) for Flaws

3.5 QUALITY CONTROL

3.5.1 Hardness Testing

3.5.2 Ultrasonic Testing

3.5.2.1 Ultrasonic Testing Agency Requirements

3.5.2.2 Material Non-Destructive Testing

3.5.3 Engineered Chain Component Acceptance Test

3.5.4 Chain Pre-Load Test

SECTION 35 01 41.00 10 Page 1

3.5.5 Shop Inspections

3.5.6 Internal Inspections Reports

3.5.7 Packaging

3.6 MISCELLANEOUS PROVISIONS

3.6.1 Cleaning of Corrosion-Resisting Steel

3.7 CLEANING

3.7.1 Cleaning

3.8 WEIGHING

3.9 AS-BUILT DRAWINGS

SECTION 35 01 41.00 10 Page 2

35 01 41.00 10

ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

PART 1 GENERAL

1.1 SCOPE

The contractor must provide all labor, material and equipment necessary to fabricate, assemble and deliver Barkley Dam Spillway Gate Lifting Chains in accordance with these specifications and contract drawings. See Section 01 20 00 PRICE AND PAYMENT PROCEDURES for a description on how the contract is separated by base and option work. Installation will be performed by others.

The following components are to be fabricated. Quantities listed are per gate. See Section 01 20 00 PRICE AND PAYMENT PROCEDURES for the number of gates required per the base and each option.

a. End Side Bar, Mk. 55/31-1, Qty. 8

b. Side Bar, Mk. 55/31-2, Qty. 616

c. Short Pin, Mk. 55/31-3, Qty. 10

d. Normal Pin, Mk. 55/31-4, Qty. 134

e. Rack Pin, Mk. 55/31-5, Qty. 12

f. Bottom Pin, Mk. 55/31-6, Qty. 2

g. Spacer Sleeve, Mk. 55/31-7, Qty. 156

h. Collar, Mk. 55/31-8, Qty. 268

i. Racking Collar, Mk. 55/31-9, Qty. 24

j. Spacer Washer, Mk. 55/31-10, Qty. 4

k. Spacer Washer, Mk. 55/31-11, Qty. 4

l. Washer, Mk. 55/31-12, Qty. 936

m. Washer, Mk. 55/31-13, Qty. 16

o. Retainer Ring, Mk. 55/31-14, Qty. 312

p. Retainer Ring, Mk. 55/31-15, Qty. 4

q. Link Plate, Mk. 55/31-16, Qty. 4

r. Grease Fitting, Mk. 55/31-17, Qty. 316

1.2 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.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI 4140 Alloy Steel

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

ASNT SNT-TC-1A (2020) Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B46.1 (2020) Surface Texture, Surface Roughness, SECTION 35 01 41.00 10 Page 3

Waviness and Lay

ASTM INTERNATIONAL (ASTM)

ASTM A380/A380M (2017) Standard Practice for Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems

ASTM A578/A578M (2007; R 2012) Standard Specification for Straight-Beam Ultrasonic Examination of Rolled Steel Plates for Special Applications

ASTM D3951 (2018) Commercial Packaging

ASTM D92 (2018) Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester

ASTM E114 (2015) Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing

ASTM E165/E165M (2018) Standard Practice for Liquid Penetrant Examination for General Industry

ASTM E709 (2021) Standard Guide for Magnetic Particle Testing

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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 Pre-Fabrication Submittals

Fabrication Schedule; G

Certified Test Reports

SD-02 Shop Drawings

Detail Drawings; G , ECD-E

As-Built Drawings; G

SD-03 Product Data

Coating; G, ECD-M

SD-05 Design Data

Weight of Components

SD-06 Test Reports

Hardness Testing; G, ECD-M

SECTION 35 01 41.00 10 Page 4

Ultrasonic Testing; G, ECD-M

Inspection Reports; G

Chain Pre-Load Test Report; G, ECD-M

SD-07 Certificates

Equipment Manufacturer's and Fabricator's Qualifications; G

Nondestructive Examination Certification; G

1.4 QUALITY ASSURANCE

1.4.1 Manufacturer and Assembler

Manufacturing and assembly of the engineered chains must be performed by a Contractor and fabrication company that has been normally and regularly engaged in the fabrication of engineered chain in similar size over the preceding five (5) years. Changes to the dimensions shown on the drawings for the engineered chain requires written approval from the Contracting Officer. Submit Equipment Manufacturer's and Fabricator's Qualifications showing evidence and years of experience for each of the equipment manufacturers and fabricators. Identify any certifications, standards, and/or professional organizations the manufacturers comply with or are members of.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery Location

Upon completion of fabrication, testing, at the Contracting Officers direction, and a two weeks notice prior to delivery, deliver specified equipment to :

8439 US Hwy 62 W Kuttawa, KY 42055 Attn: Jamie Holt, Power Plant Superintendent Phone: 270-362-8159 E-mail: jamie.t.holt@usace.army.mil

1.5.2 Certified Test Reports

Submit reports of tests, inspections, and verifications of all materials used under this contract approved by the Government before fabrication begins. Reports must include all mill chemistry, heat treatment, mechanical testing, hardness, etc. information

1.5.3 Delivery, Storage and Handling of Equipment

Protect equipment and components from corrosion, deformation, and other types of damage. Store items in enclosed and secured areas free from contact with soil. Provide moisture proof weather protection for all equipment stored in outdoor locations. Transport, handle and store all equipment in accordance with the manufacturer's written instructions.

Remove and replace damaged items with new items.

Contractor must ship the engineered chains in three sections.

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1.5.3.1 Packaging

Provide equipment and subassemblies with adequate protective pads, supports, and blocking. Securely restrain equipment and subassemblies to prevent distortion or damage to the painted surfaces in transit. Any loss or damage during shipment, including damage to the painted surfaces, is the responsibility of the Contractor. Replace or repair lost or damaged items without cost to the Government. Coat all parts with a rust preventative, wrap in heavy-duty plastic, and securely contain in wooden crates. Clearly mark each crate with its contents (including contract number and Corps mark number) on the outside, with a non-ferrous metal tag, engraved with the contents, and secured to the crate with non-ferrous screws. Provide a means for inspection of the crate's contents without destroying the crate. Pack all accessories and spare parts separately in containers plainly marked "ACCESSORIES ONLY," or "SPARE PARTS ONLY."

Package each spare part or spare part assembly in a durable treated wooden crate with metallic, plastic or suitable outer shell for weathertight protection and with provisions for handling and long-term storage (60 months). Provide and deliver the component and assembly spare parts as delineated on the drawings.