W912P5-18-T-0007_Cheatham_Lock_Grating_Tech_Specs.pdf

W912P5-18-T-0007

US Army Corps Of Engineers

Nashville District

Lock Grating

Cheatham Lock and Dam Ashland City, Tennessee

Technical Specifications For Solicitation

February 2018

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Lock Grating Cheatham lock and Dam For Solicitation Ashland City, TN

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 78 02 AS-BUILT DRAWINGS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 FABRICATION SCHEDULE

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

1.4.2 Access to Work

1.5 FABRICATION SHOP STORAGE

1.6 DELIVERY OF FABRICATIONS

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

1.8 MEDIA FREE OF VIRUSES, ETC

1.9 SECURITY

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

CONTRACTS

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

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

This section of the Specifications provides general information and requirements. The work covered by these Specifications consists of furnishing all equipment, labor, and materials required for the fabrication, galvanizing, and delivery of heavy duty gratings for the lock at Cheatham Lock and Dam project, as required in the contract drawings and technical specifications.

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 Pre-Fabrication Submittals

Delivery / Shipping Plan; G COR

A plan describing in detail the proposed delivery methods of the fabrications shall be submitted for approval. The plan shall be submitted at least 60 calendar days prior to the proposed delivery of any item.

Fabrication Schedule; G COR

A schedule outlining the fabrication and delivery dates shall be submitted for approval. The schedule shall be submitted within 30 calendar days of issuance of award and monthly thereafter.

1.3 FABRICATION SCHEDULE

A fabrication and delivery schedule shall be submitted within 30 calendar days of issuance of award and monthly thereafter. Schedule shall reflect major milestones for the contract, i.e. material procurement, fabrication, galvanizing, delivery, etc. Completed work shall be clearly identified on the schedule updates.

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 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 or his authorized representative(s). The Contracting Officer or his authorized representative shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, SECTION 01 00 00 Page 2 or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.4.2 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.

1.5 FABRICATION SHOP STORAGE

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

1.6 DELIVERY OF FABRICATIONS

All fabrications shall be delivered to Cheatham Lock and Dam (Lock Side), 1799 Cheatham Dam Road, Ashland City, TN 37015. The Government will inspect and accept (or reject) all deliveries. The Government will unload and store the fabrications. The Gratings will need to be shipped on a flat bed since no loading dock is on site. Bundles shall be shipped weighing less than 3,000 lbs each. The grating shall be arranged on the delivery vehicles such that no damage occurs during shipping. All sling lifting lugs shall be directed up.

The Contractor must submit a Delivery / Shipping Plan for approval by the Contracting Officer. The plan shall describe in detail the proposed methods of delivery of the fabricated items. The plan shall address equipment, machinery and site limitations identified in the specifications and discussed at a pre-delivery meeting between the Contractor and the Contracting Officer. The plan shall be submitted at least 60 calendar days prior to proposed delivery of any item. The plan shall include, but not be limited to the following:

a. Type and size of truck and/or trailer to be used for delivery.

b. Location and description of intermediate assembly or handling areas (if any) between the fabrication location and the delivery location.

c. Cranes and other lifting and positioning equipment that will be required.

d. Packaging of components.

e. Blocking.

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

Neither the Contractor, nor Contractor personnel, shall divulge or release data or information developed or obtained under performance of this work statement, except to authorized Government personnel or upon written approval of the Contracting Officer. The Contractor shall not use, disclose, or reproduce proprietary data which bears a restrictive legend, other than as specified in this work statement.

Neither the Contractor nor the Contractor's employees shall disclose or cause to be disseminated, any information concerning the operations of the activity which could result in, or increase the likelihood of, the possibility of a breach of the activities, security or interrupt the

SECTION 01 00 00 Page 3 continuity of its operation.

All inquiries received by the Contractor for information concerning work performed under this contract shall 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 shall assist the COR in compiling information or records for submission upon request by the Government.

The Contractor shall not release any information (including photographs, files, public announcements, statements, denials, or confirmations) on any portion of the subject matter of this contract or any phase of any program hereunder without the prior written approval of the COR. All documentation showing individuals, names or other personal information will be controlled and protected. The provisions of the Privacy Act of 1974, Public Law 93-579, 5 U.S.C., Section 552a, shall apply.

1.8 MEDIA FREE OF VIRUSES, ETC

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.

1.9 SECURITY

All contractors and all associated sub-contractors shall comply with all applicable District and local security policies and procedures (provided by the Government representative). The Contractor shall also provide any/all requested information required for background checks, background investigations and/or to meet installation/facility access requirements to be accomplished by the District Security Office. 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 FAR clause 52.212-4(C) changes 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.

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.

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

In addition to complying with the requirements outlined in FAR Subpart

22.13 Equal Opportunity for Veterans, FAR Clause 52.222-35 Equal Opportunity for Veterans, FAR Clause 52.222-37 Employement Report on Veterans, DFARS Subpart 222.13 Equal Opportunity for Veterans 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:

SECTION 01 00 00 Page 4

U.S. Department of Labor Veterans employment: www.vets.gov/ Federal veteran employment information: www.fedshirevets.gov/index.aspx Veterans' Employment and Training Service (VETS): http://www.dol.gov/vets/ Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/ Hiring Our Heroes initiative: www.uschamberfoundation.org/hiring-our-heroes

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

1.6.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.6.3 Number of Copies SD-05 Design Data and SD-07 Certificates

1.6.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.7 INFORMATION ONLY SUBMITTALS

1.8 SUBMITTAL REGISTER

1.8.1 Use of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

1.15 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

ATTACHMENTS:

Appendix A - Submittal Register

Appendix B ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

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.

Contractor's to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

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

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

SECTION 01 33 00 Page 3

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection 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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SECTION 01 33 00 Page 4

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

Report which 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 by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

SECTION 01 33 00 Page 5

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Within the terms of the specifications and drawings, they are considered to be "shop drawings."

1.4.2 For Information Only

They are not considered to be "shop drawings" within the terms referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved and information only submittals 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.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit one electronic (PDF format) and two hard copies of submittals of shop drawings requiring review and approval only by QC organization and one electronic (PDF format) and two hard copies of shop drawings requiring review and approval by Contracting Officer.

SECTION 01 33 00 Page 6

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

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

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

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 Copies of SD-10 Operation and Maintenance Data

Submit one electronic (PDF format) and two hard copies of O&M Data to the Contracting Officer for review and approval.

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit one electronic (PDF) format and two hard sets of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to 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.

1.8 SUBMITTAL REGISTER

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

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

SECTION 01 33 00 Page 7

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

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in 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 project requirements.

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

1.8.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

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

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

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

1.8.2 Contractor Use of Submittal Register

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

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

SECTION 01 33 00 Page 8

Column (q) List date returned to Contractor.

1.8.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings 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. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for 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 which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within 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 markings appropriate for 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. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.10.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after

SECTION 01 33 00 Page 9 date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

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

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate 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.

1.11 DISAPPROVED OR REJECTED 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; notice as required under the FAR clause 52.212-4(C) entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals 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/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance 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 will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

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

SECTION 01 33 00 Page 10 approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure 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 which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved 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 the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has 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.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 11

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 12

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

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.

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://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: wlewis7@cox.net(Wes Lewis,technical consultant) Internet: http://www.naamm.org

SECTION 01 42 00 Page 2

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

40 24th Street, 6th Floor Pittsburgh, PA 15222 Ph: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 02

AS-BUILT DRAWINGS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Shop Drawings

1.2.1.1 Government Furnished Materials

1.2.1.2 Working As-Built and Final As-Built Drawings

1.2.1.3 Drawing Preparation

1.2.1.4 Computer Aided Design and Drafting (CADD) Drawings

1.2.1.5 Payment

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 78 02 Page 1

SECTION 01 78 02

AS-BUILT DRAWINGS

PART 1 GENERAL

1.1 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-11 Closeout Submittals

As-Built Shop Drawings

Drawings showing final as-built conditions of the fabricated components. The final CADD as-built shop drawings must consist of one set of electronic CADD drawing files in Microstation or AutoCad format. Additionally all final as-built shop drawings shall be provided in PDF format.

Red-line Contract Drawings

Red-line marked paper drawings incorporating deviations from the contract drawings shall be submitted to assist the Government with creating the as-built project drawings.

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Shop Drawings

This paragraph covers as-built drawings completed as a requirement of the contract. The terms as-built shop drawings refers to approved shop drawings which are revised to reflect as-fabricated conditions. Red-line paper drawings are contract draiwngs red-lined to reflect deviations from the original design.

1.2.1.1 Government Furnished Materials

One set of electronic CADD files in Microstation format revised to reflect all bid amendments will be provided by the Government at the preconstruction conference if requested by the Contractor.

1.2.1.2 Working As-Built and Final As-Built Drawings

Revise one set of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. Keep this set of working as-built marked drawings current on a weekly basis and available on the jobsite at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of fabrication must be accurately and neatly recorded as they occur by means of details and notes. The working as-built marked prints and final as-built drawings will be jointly reviewed for accuracy and completeness by

SECTION 01 78 02 Page 2 the Contracting Officer and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the working and final as-buit drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the as-built drawings. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of updated drawings. Show on the working and final as-built drawings, but not limited to, the following information:

a. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, etc.

b. Changes or modifications which result from the final inspection.

c. Where contract drawings or specifications present options, show only the option selected for fabrication on the final as-built prints.

d. Modifications (include within change order price the cost to change working and final as-built drawings to reflect modifications) and compliance with the following procedures.

(1) Follow directions in the modification for posting descriptive changes.

(2) Place a Modification Circle or Triangle at the location of each deletion.

(3) For new details or sections which are added to a drawing, place a Modification Circle or Triangle by the detail or section title.

(4) For minor changes, place a Modification Circle or Triangle by the area changed on the drawing (each location).

(5) For major changes to a drawing, place a Modification Circle or Triangle by the title of the affected plan, section, or detail at each location.

(6) For changes to schedules or drawings, place a Modification Circle or Triangle either by the schedule heading or by the change in the schedule.

1.2.1.3 Drawing Preparation

Modify the as-built shop drawings as may be necessary to correctly show the features of the project as it has been constructed by bringing the shop drawing set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary. These working as-built marked prints must be neat, legible and accurate. These drawings are part of the permanent records of this project and must be returned to the Contracting Officer after approval by the Government. Any drawings damaged or lost by the Contractor must be satisfactorily replaced by the Contractor at no expense to the Government.

SECTION 01 78 02 Page 3

1.2.1.4 Computer Aided Design and Drafting (CADD) Drawings

a. When final revisions have been completed, show the wording "AS-BUILT SHOP DRAWINGS" on the cover sheet drawing.

b. Final "AS-BUILT SHOP DRAWINGS" shall be submitted in electronic form (CADD and PDF) with the final pay request or within 10 calendar days of delivery of the fabricated components, whichever is less. The red-line paper set denoting deviations from the contract drawings shall be submitted in a similar time frame. Files larger than 10 MB shall be submitted on compact disc, read-only memory (CD-ROM) or DVD. Any transactions or adjustments necessary to accomplish this is the responsibility of the Contractor. Paper prints, drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final as-built shop drawing files and marked prints as specified will be cause for withholding any payment due the Contractor under this contract. Approval and acceptance of final as-built drawings must be accomplished before final payment is made to the Contractor.

1.2.1.5 Payment

No separate payment will be made for as-built drawings required under this contract, and all costs accrued in connection with such drawings are considered a subsidiary obligation of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 78 02 Page 4

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 (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

1. ENG Form 4025 Transmittal Form

2. Submittal Register

SECTION 01 95 00 Page 1

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 2

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SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Detail Drawings

1.3.2 Welding Qualifications

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Fabrication

2.1.1.1 Dimensional Tolerances for Structural Work

2.1.1.2 Structural Steel Fabrication

2.1.2 Welding

2.1.2.1 Welding of Structural Steel

2.1.2.1.1 Welding Procedures for Structural Steel

2.1.2.1.2 Welding Process

2.1.2.1.3 Welding Technique

2.1.2.1.3.1 Filler Metal

2.1.2.1.3.2 Preheat and Interpass Temperature

2.1.2.1.3.3 Stress-Relief Heat Treatment

2.1.2.1.4 Workmanship

2.1.2.1.4.1 Preparation of Base Metal

2.1.2.1.4.2 Temporary Welds

2.1.2.1.4.3 Tack Welds

2.1.3 Bolted Connections

2.1.3.1 Bolted Structural Steel Connections

2.1.4 Miscellaneous Provisions

2.1.4.1 Metallic Coatings

2.1.4.2 Cleaning of Corrosion-Resisting Steel

2.1.5 Shop Assembly

2.2 TESTS, INSPECTIONS, AND VERIFICATIONS

2.2.1 Nondestructive Testing

2.2.2 Tests of Structural Units

2.2.3 Inspection of Structural Steel Welding

2.2.3.1 Visual Examination

2.2.3.2 Nondestructive Testing

2.2.3.2.1 Testing Agency

2.2.3.2.2 Examination Procedures

2.2.3.2.2.1 Ultrasonic Testing

2.2.3.2.2.2 Magnetic Particle Inspection

2.2.3.2.2.3 Dye Penetrant Inspection

2.2.3.2.3 Acceptability of Welds

2.2.3.2.4 Welds to be Subject to Nondestructive Testing

2.2.3.3 Test Coupons

SECTION 05 50 14 Page 1

2.2.3.4 Supplemental Examination

2.2.4 Structural Steel Welding Repairs

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Alignment and Setting

3.2 TESTS

3.2.1 Workmanship

3.2.2 Production Welding

3.3 PROTECTION OF FINISHED WORK

3.3.1 Machined Surfaces

SECTION 05 50 14 Page 2

SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS

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.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME B4.1 (1967; R 2009) Preferred Limits and Fits for Cylindrical Parts

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2015) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A380/A380M (2013) Standard Practice for Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems

ASTM A490 (2014a) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ASTM A514/A514M (2014) Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM E165/E165M (2012) Standard Practice for Liquid Penetrant Examination for General Industry

ASTM E709 (2015) Standard Guide for Magnetic Particle Examination

SECTION 05 50 14 Page 3

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-02 Shop Drawings

Detail Drawings; G Welding of Structural Steel Structural Steel Welding Repairs

SD-03 Product Data

Filler Metal

SD-06 Test Reports

Tests, Inspections, and Verifications

SD-07 Certificates

Welding Qualifications

1.3 QUALITY ASSURANCE

1.3.1 Detail Drawings

Submit detail drawings for metalwork and machine work, prior to fabrication, include within the detail drawings catalog cuts, templates, fabrication and assembly details and type, grade and class of material as appropriate. Elements of fabricated items inadvertently omitted on contract drawings shall be detailed by the fabricator and indicated on the detail drawings. Indicate methods of protecting the work during shipping, storage, field assembly, and installation. Contractor shall field verify all dimensions of grating prior to submitting detail drawings.

1.3.2 Welding Qualifications

Prior to welding, submit certification for each welder stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests.