W912P522Q0014_Specs_RTA.pdf

US Army Corps Of Engineers Nashville District

Solicitation No. W912P521B0016

Lock Stoplogs

Cheatham Lock Cumberland River Cheatham County, Tennessee

TECHNICAL SPECIFICATIONS

100% Design

July 2021

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Lock Stoplogs Cheatham Lock and Dam W912P521B0016 100% Design Cheatham County, Tennessee

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

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 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 05 - METALS

05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 34 35 PREFABRICATED BRIDGE

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

35 20 14 STOPLOGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 SUBMITTALS

1.3 INSPECTIONS AND ACCEPTANCE OF WORK

1.3.1 General

1.3.2 Access to Work

1.4 FABRICATION SHOP STORAGE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 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

Fabrication Shop Storage Plan; G

A plan describing in detail the proposed layout of fabricated items at the Contractor's plant shall be submitted for approval.

The plan shall be submitted within 15 calendar days after Notice to Proceed.

1.3 INSPECTIONS AND ACCEPTANCE OF WORK

1.3.1 General

Not withstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer's Representative (COR). The Contracting Officer or COR shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.3.2 Access to Work

The Contractor shall provide safe access to the fabrication facility and any other areas where work on this contract is performed to permit inspection by the Government.

1.4 FABRICATION SHOP STORAGE

Mill steel, fabricated items, and appurtenances shall be stored in a manner to prevent permanent deflection, distortion, or other damage.

The Contractor is required to submit a fabrication shop storage plan for approval by the COR. The plan shall include a layout of the proposed

SECTION 01 00 00 Page 3 locations of all items stored at the fabrication shop, for which partial payments are requested.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes fabricating, painting, delivering, unloading, and incidental related work for the following structures:

Six Stoplogs

The work includes providing and incidental related work for the following items:

Six Chain Sling Assemblies

The work includes acquiring or fabricating, potentially painting, delivering, unloading, and incidental related work for the following structure:

Prefabricated Bridge

The Contractor is also required to provide a chain sling assembly to maneuver the bridge by crane.

1.1. 2 Location

All structural items are to be delivered to the following address:

Cheatham Lock 1799 Cheatham Dam Road Ashland City, TN 37015

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 3

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 SINGLE JOB PAYMENT ITEMS

1.2 BASE CONTRACT

1.3 Option 1

1.4 Option 2

1.5 Option 3

1.6 FABRICATED ITEMS PAYMENT SCHEDULE

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 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the 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.

1.2 BASE CONTRACT

Payment for all costs in connection with fabricating, painting, delivering, and unloading four stoplogs and related appurtenances will be made at the contract price bid per Job.

Payment for all costs in connection with providing four chain sling assemblies and related appurtenances will be made at the contract price bid per Job.

These prices will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and Section 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES and Section 35 20 14 STOPLOGS. This price includes consideration for all required paint as specified in Section 09 97 02 PAINTING: HYDRAULIC

STRUCTURES.

1.3 Option 1

Payment for all costs in connection with fabricating, painting, delivering, and unloading one stoplog and related appurtenances will be made at the contract price bid per Job.

Payment for all costs in connection with providing one chain sling assembly and related appurtenances will be made at the contract price bid per Job.

These prices will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and Section 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES and Section 35 20 14 STOPLOGS. This price includes consideration for all required paint as specified in Section 09 97 02 PAINTING: HYDRAULIC

STRUCTURES.

SECTION 01 20 00 Page 3

1.4 Option 2

Payment for all costs in connection with fabricating, painting, delivering, and unloading one stoplog and related appurtenances will be made at the contract price bid per Job.

Payment for all costs in connection with providing one chain sling assembly and related appurtenances will be made at the contract price bid per Job.

These prices will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and Section 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES and Section 35 20 14 STOPLOGS. This price includes consideration for all required paint as specified in Section 09 97 02 PAINTING: HYDRAULIC

STRUCTURES.

1.5 Option 3

Payment for all costs in connection with acquiring or fabricating, potentially painting, delivering, and unloading a bridge, and related appurtenances will be made at the contract price bid per Job.

Payment for all costs in connection with providing one chain sling assembly, to maneuver the bridge by crane, and related appurtenances will be made at the contract price bid per Job.

These prices will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and Section 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES and Section 32 34 35 PREFABRICATED BRIDGE. This price includes consideration for all required paint as specified in Section 09 97 02

PAINTING: HYDRAULIC STRUCTURES.

1.6 FABRICATED ITEMS PAYMENT SCHEDULE

Fabricated items stored at the Contractor's shop (i.e. Stoplogs) will considered for payment as provided in Contract Clauses 52.232-1 PAYMENTS and 52.232.16 PROGRESS PAYMENTS, and as follows:

a. All payments would follow inspection and approval by Contracting Officer Representative and invoice.

b. The Contractor shall present paid or receipted invoices or invoices with cancelled checks showing title to the items of the Prime Contractor.

c. Payment for mill steel requires positive inventory i.e. barcode to track materials.

d. The Contractor shall establish a storage system at his shop that segregates, labels, and protects all items for which payment is made under this contract.

e. Partial payment of Stoplogs may be considered upon satisfactory completion of each Stoplog and related appurtenances (6 each.)

f. Partial payment of chain sling assemblies may be considered upon satisfactory completion of each chain sling assembly and related

SECTION 01 20 00 Page 4 appurtenances (6 each.)

g. Partial payment of pefabricated bridge may be considered upon satisfactory completion of fabrication of pedestrian bridge.

h. Partial payment for painting may be considered upon completion of painting of each item described above.

i. Partial payment for delivery may be considered after satisfactory partial delivery to the Cheatham Lock jobsite.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

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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 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Pre-Fabrication Submittal Copies

1.6.2 Number of SD-02 Shop Drawing Copies

1.6.3 Number of SD-03 Product Data Copies

1.6.4 Number of SD-05 Design Data Copies

1.6.5 Number of SD-06 Test Report Copies

1.6.6 Number of SD-07 Certificate Copies

1.6.7 Number of SD-08 Manufacturer's Instructions Copies

1.6.8 Number of SD-09 Manufacturer's Field Report Copies

1.6.9 Number of SD-10 Operation and Maintenance Data Copies

1.6.10 Number of SD-11 Closeout Submittals Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Action Codes

1.8.4.1 Contractor Action Codes

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

1.15 STAMPS

PART 2 PRODUCTS

SECTION 01 33 00 Page 1

PART 3 EXECUTION

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.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Pre-Fabrication Submittals

Submittals that are required prior to the start of fabrication.

Pre-fabrication Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

List Of Proposed Subcontractors

List Of Proposed Products

Fabrication Progress Schedule

Submittal Register

Schedule Of Prices

SECTION 01 33 00 Page 3

Work Plan

Quality Control (QC) plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work

SECTION 01 33 00 Page 4 by documenting procedures, acceptability of methods, or personnel qualifications.

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Record Drawings and as-built drawings.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site work required by contract documents, including labor necessary to produce submittals, materials, products, equipment, and systems incorporated or to be incorporated in such work.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Pre-Fabrication Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

SECTION 01 33 00 Page 5

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

1.5 PREPARATION

1.5.1 Transmittal Form

Use ENG Form 4025 transmittal form for submitting both Government-approved and information-only submittals. A sample of this form is provided as an attachment to Section 01 95 00 FORMS AND ATTACHMENTS. Submit in accordance with the instructions on the reverse side of the form. These 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.

1.5.2 Identifying Submittals

The Contractor's approving authority must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location

b. Contract number

c. Dates of the drawings and revisions

d. Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

e. Section number of the specification by which submittal is required

f. Submittal description (SD) number of each component of submittal

g. For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

h. Product identification and location in project.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Pre-Fabrication Submittal Copies

Unless otherwise specified, submit one electronic (PDF format) set of administrative submittals.

SECTION 01 33 00 Page 6

1.6.2 Number of SD-02 Shop Drawing Copies

Submit one electronic (pdf format) copy of submittals of shop drawings requiring review and approval by a QC organization. Submit one copy of shop drawings requiring review and approval by the Contracting Officer.

1.6.3 Number of SD-03 Product Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.4 Number of SD-05 Design Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of SD-06 Test Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings, other than field test results that will be submitted with QC reports.

1.6.6 Number of SD-07 Certificate Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.7 Number of SD-08 Manufacturer's Instructions Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.8 Number of SD-09 Manufacturer's Field Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.9 Number of SD-10 Operation and Maintenance Data Copies

Submit one electronic (pdf format) copy of O&M data to the Contracting Officer for review and approval.

1.6.10 Number of SD-11 Closeout Submittals Copies

Unless otherwise specified, submit one electronic set of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer 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

SECTION 01 33 00 Page 7

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.

1.8 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing items of equipment and materials for when submittals are required by the specifications is provided as an attachment to Section 01 95 00 FORMS AND ATTACHMENTS.

1.8.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and

(i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.8.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

SECTION 01 33 00 Page 8

1.8.3 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.8.4 Action Codes

1.8.4.1 Contractor Action Codes

DESIGN BID BUILD SUBMITTALS

Submittal Classifications shown in UFGS Sections

Submittal Classification

Corresponding SpecsIntact

Submittal Register Code which is populated in the SI Submittal Register.

Software Limitations:

(The software shows one character delineation in the SpecsIntact Submittal Register)

G Submittal requires Government Approval

G

BLANK Submittal is For Information Only

(FIO)

BLANK

S Submittal is for documentation of Sustainable requirements

S

1.9 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

SECTION 01 33 00 Page 9 for the initial submittal.

b. Submittals required by the contract documents are listed on the 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 calendar working days after the date of submission.

1.10 GOVERNMENT APPROVING AUTHORITY

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

a. Note the date on which the submittal was received from the QC manager .

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.

1.10.1 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

SECTION 01 33 00 Page 10 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.

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

1.11 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 as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the fabrication 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.

1.12 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of fabrication, materials, detailing, and other information are satisfactory.

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.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of

SECTION 01 33 00 Page 11 the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Replace such materials or equipment to meet contract requirements.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment for materials incorporated in the work will be made unless all required DOR approvals or required Government approvals have been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information-only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

1.15 STAMPS

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 12

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 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEES

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.5 ESCORTS

1.6 ELECTRONIC MEDIA PROVIDED BY THE CONTRACTOR

1.7 VEHICLES

1.7.1 Parking of Vehicles

1.7.2 Identification of Vehicles

1.8 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

This is a supply contract. The Contrator will be delivering fabrications to a designated area in the Cheatham Lock and Dam site. Depending upon the level of security threat, the designated area may require additional security requirements. Guidance and forms for project site security requirements are available on the Nashville District Public Website:

http://www.lrn.usace.army.mil/BusinessWithUs/ContractSecurityRequirements.aspx

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 Commnon Access Card Credentialing and Installation Access for Uncleared Contractors

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

1.3 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEES

The Contractor must pre-screen employee candidates using the E-verify Program ( https://www.uscis.gov/e-verify ) website to meet the established eligibility requirements. The Contractor must ensure that employee candidates have 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 employee candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All Contractor and associated sub-contractor employees shall comply with all applicable project and local security policies and procedures (provided by the district representative). The Contractor must also provide all information required for background checks to meet installation/facility access requirements to be accomplished by the District Security Management Office. Contractor workforce must comply with all personal identity verification requirements (FAR Clause 52.204-9 PERSONAL IDENTITY VERIFICATION OF CONTRACTOR PERSONNEL) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract (FAR Clause 52.243-4 CHANGES), should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in

SECTION 01 35 50 Page 3 contractor security matters or processes.

Contractor and all associated sub-contractors employees shall 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 this is a delivery and/or supply only, there are no investigation requirements. However, the Contractor(s) will be escorted at all times inside restricted areas.

1.5 ESCORTS

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

1.6 ELECTRONIC MEDIA PROVIDED BY THE CONTRACTOR

The Contractor shall ensure all media, electronic files, etc., it provides to the Government shall be free of viruses, Trojan horses, bots, worms, malware, defects, or any other harmful item of a destructive nature.

1.7 VEHICLES

1.7.1 Parking of Vehicles

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

1.7.2 Identification of Vehicles

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

1.8 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 shall be reported to the COR.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 42 00 Page 1

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SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g., ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

ALUMINUM ASSOCIATION (AA)

1400 Crystal Drive Suite 430 Arlington, VA 22202 Ph: 703-358-2960 E-Mail: info@aluminum.org Internet: https://www.aluminum.org/

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: https://www.transportation.org/

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

130 East Randolph, Suite 2000 Chicago, IL 60601 Ph: 312-670-5444 Fax: 312-670-5403 Steel Solutions Center: 866-275-2472 E-mail: solutions@aisc.org Internet: https://www.aisc.org/

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768 or 614-274-6003

SECTION 01 42 00 Page 3

Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: https://www.asnt.org/

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

Two Park Avenue New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: https://www.asme.org/

AMERICAN WELDING SOCIETY (AWS)

8669 NW 36 Street, #130 Miami, FL 33166-6672 Ph: 800-443-9353 Internet: https://www.aws.org/

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

800 Roosevelt Road, Bldg C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-942-6591 Fax: 630-790-3095 E-mail: info@naamm.org Internet: http://www.naamm.org

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

800 Trumbull Drive Pittsburgh, PA 15205 Ph: 877-281-7772 or 412-281-2331 Fax: 412-444-3591 E-mail: customerservice@sspc.org Internet: http://www.sspc.org

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

400 Commonwealth Drive Warrendale, PA 15096 Ph: 877-606-7323 or 724-776-4841 Fax: 724-776-0790 E-mail: customerservice@sae.org Internet: https://www.sae.org/

U.S. ARMY (DA)

Army Publishing Directorate 9301 Chapek Rd., Bldg 1458 Fort Belvoir, VA 22060-5447 Ph: 703-614-3727 E-mail: usarmy.pentagon.hqda-apd.mbx.customer-service@mail.mil Internet: https://armypubs.army.mil/

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U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 5

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00

QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 COORDINATION MEETING

3.3 SUBMITTALS AND DELIVERABLES

3.4 TESTS

3.4.1 Testing Procedure

3.4.2 Testing Laboratories

3.4.2.1 Capability Check

3.4.2.2 Capability Recheck

3.4.3 Onsite Laboratory

3.4.4 Furnishing or Transportation of Samples for Testing

3.5 COMPLETION INSPECTION

3.5.1 Punch-Out Inspection

3.5.2 Pre-Final Inspection

3.5.3 Final Acceptance Inspection

3.6 DOCUMENTATION

3.6.1 Quality Control Activities

3.7 SAMPLE FORMS

3.8 NOTIFICATION OF NONCOMPLIANCE

3.9 DEFICIENCY TRACKING SYSTEM

ATTACHMENTS:

Sample forms

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SECTION 01 45 00

QUALITY CONTROL

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 E329 (2020) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Pre-Fabrication Submittals

Contractor Quality Control (CQC) Plan; G

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective quality control (QC) system. QC consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. Cover all operations, both onsite and offsite, and be keyed to the proposed sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer's Representative (COR) for non-compliance with the quality requirements specified in the contract. In this context the highest level manager responsible for the overall fabrication activities at the Contractor's shop, including quality and production, is the project superintendent.

The project superintendent must maintain a physical presence at the site at all times and is responsible for all fabrication and related activities at the shop, except as otherwise acceptable to the Contracting Officer.

3.2 COORDINATION MEETING

After the Prefabrication Conference, before start of work, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer or COR and discuss the Contractor's quality control system. Submit

SECTION 01 45 00 Page 3 the Contractor Quality Control (CQC) Plan a minimum of 30 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC , control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the COR and will become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.3 SUBMITTALS AND DELIVERABLES

Submittals, if needed, have to comply with the requirements in Section

01 33 00 SUBMITTAL PROCEDURES.

3.4 TESTS

3.4.1 Testing Procedure

Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.

Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

3.4.2 Testing Laboratories

All testing laboratories must be validated by the USACE Material Testing Center (MTC) for the tests to be performed. Information on the USACE MTC with web-links to both a list of validated testing laboratories and for the laboratory inspection request for can be found at:

3.4.2.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing steel is required to meet criteria detailed in ASTM E329.

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3.4.2.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor will be assessed a charge of $3,000 to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the Contract amount due the Contractor.

3.4.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.4.4 Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials will be borne by the Contractor. Contractor shall use a Government validated laboratory.

3.5 COMPLETION INSPECTION

3.5.1 Punch-Out Inspection

Conduct an inspection of the work near the end of the work, or any increment of the work established by a time stated by the specifications.

Prepare and include in a punch list of items which do not conform to the approved drawings and specifications, as required by paragraph DOCUMENTATION. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final inspection.

3.5.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Correct any items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.5.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative is required to be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands can also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notify the Contracting Officer at least 14 days prior to the final acceptance inspection and include the Contractor's

SECTION 01 45 00 Page 5 assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the Contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost in accordance FAR 52.246-2 Inspection of Supplies-Fixed Price.

3.6 DOCUMENTATION

3.6.1 Quality Control Activities

Maintain current records providing factual evidence that required quality control activities and tests have been performed. Include in these records the work of subcontractors and suppliers on an acceptable form that includes, as a minimum, the following information:

a. The name and area of responsibility of the Contractor/Subcontractor.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed…