W912P518T0069_TSpecs_-_Amendment2.pdf

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Grating Replacement Barkley Lock W912P518T0069 RTA Livingston County, Kentucky

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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 INSPECTIONS AND ACCEPTANCE

1.3 SUBMITTALS

1.4 DELIVERY OF GRATING PANELS

1.5 NON-DISCLOSURE OF GOVERNMENT INFORMATION

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 consists of furnishing all equipment, labor, materials, and transportation required for the fabrication and delivery of new Barkley Lock grating panels as described in the specifications and drawings.

1.2 INSPECTIONS AND ACCEPTANCE

Not withstanding other provisions of this contract, all materials required under this contract will be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer and his authorized representative are the individual(s) solely authorized to reject or approve materials, and order or direct any revision or change to the plans and specifications as presently shown and stated.

1.3 SUBMITTALS

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

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

SD-01 Pre-Fabrication Submittals

Delivery / Shipping Plan; G

1.4 DELIVERY OF GRATING PANELS

All fabrications shall be delivered to Barkley Lock, 758 Barkley Dam Road, Grand Rivers, KY 42045-9802. The Government will inspect and accept (or reject) all deliveries. The Government will off-load and store the grating panels. The grating panels shall be arranged on the delivery vehicles such that no damage occurs during shipping.

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. 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

SECTION 01 00 00 Page 2

(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.

All deliveries must be made Monday through Thursday, from 06:30 to 16:00 hours.

1.5 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 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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

1.2 SUMMARY

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTALS

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

1.5.2 Information Only

1.6 PREPARATION

1.6.1 Transmittal Form

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

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

Manufacturer's Instructions

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

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

Field Reports

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

1.7.6 Number of Copies of SD-01 Pre-Fabrication Submittals and SD-11

Closeout Submittals

1.8 INFORMATION ONLY SUBMITTALS

1.9 SUBMITTAL REGISTER

1.10 VARIATIONS

1.10.1 Considering Variations

1.10.2 Proposing Variations

1.10.3 Warranting that Variations are Compatible

1.10.4 Review Schedule Extension

1.11 SCHEDULING

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 DISAPPROVED SUBMITTALS

1.14 APPROVED/ACCEPTED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

ATTACHMENTS:

Submittal Register

ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

The scope of this section covers the submittal procedures required by this contract. All required submittals shall be provided in both hard copy and electronic format (PDF). Electronic submittals shall be sent to the Contracting Officer or designated representative via E_mail to the extent possible.

1.2 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 contract drawings.

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

Contractor's Quality Control (CQC) System Manager 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 required by the specifications is attached to this section.

1.3 DEFINITIONS

1.3.1 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 Pre-Fabrication Submittals

Submittals which are required prior to or the start of the next major phase of the construction on a multi-phase contract, includes

SECTION 01 33 00 Page 3 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

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

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 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

SECTION 01 33 00 Page 4 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.

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

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

1.4 SUBMITTALS

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

submittals not having a "G" designation arefor 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 Pre-Fabrication Submittals

Submittal Register; G

1.5 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.5.1 Government Approved (G)

Government approval is required for extensions of design, critical

SECTION 01 33 00 Page 5 materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of Contract Clause 52.236-21 SPECIFICATIONS AND DRAWINGS FOR FABRICATION, they are considered to be "shop drawings."

1.5.2 Information Only

Submittals not requiring Government approval will be for information only.

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

1.6 PREPARATION

1.6.1 Transmittal Form

Use the attached sample transmittal 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 Contracto. 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.

1.7 QUANTITY OF SUBMITTALS

1.7.1 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.

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

Submit in compliance with quantity requirements specified for shop drawings.

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

Submit in compliance with quantity requirements specified for shop drawings.

1.7.4 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.

1.7.5 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.

SECTION 01 33 00 Page 6

1.7.6 Number of Copies of SD-01 Pre-Fabrication Submittals and SD-11 Closeout Submittals

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

1.8 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.

1.9 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.

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.

1.10 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to Contract Clause FAR 52.236-21 SPECIFICATIONS AND DRAWINGS and will be considered where advantageous to Government.

1.10.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals.

SECTION 01 33 00 Page 7

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.10.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.10.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.10.4 Review Schedule Extension

In addition to normal submittal review period, a period of 10 calendar days will be allowed for consideration by the Government of submittals with variations.

1.11 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.

SECTION 01 33 00 Page 8

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."

1.12 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 copies of the approved submittal will be retained by the Contracting Officer and one copies 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.

1.12.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after 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.

1.13 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; notice as required under Contract Clause FAR 52.243-4 CHANGES, is to be given to the

SECTION 01 33 00 Page 9

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.

1.14 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 construction, 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 dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

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.

1.15 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, 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.

SECTION 01 33 00 Page 10

1.16 WITHHOLDING OF PAYMENT

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

1.17 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:

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

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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 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.4 ELECTRONIC MEDIA PROVIDED BY THE CONTRACTOR

1.5 CONDUCT OF CONTRACTOR EMPLOYEES

1.6 RELEASE OF SENSITIVE INFORMATION

1.7 VEHICLES

1.7.1 Parking of Vehicles

1.8 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 1

SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

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

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 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, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in 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

SECTION 01 35 50 Page 2 local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

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

1.4 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.

1.5 CONDUCT OF CONTRACTOR EMPLOYEES

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

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

Army Corps of Engineers.

The Contracting Officer or the appointed receiving agent will require the Contractor to immediately remove from the work site anyone who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work. Notification to the Contractor will be made in writing if time and circumstances permit. Otherwise, notification will be verbal and will be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor's obligation to perform all work required under this contract and immediate replacement shall be made as required.

1.6 RELEASE OF SENSITIVE INFORMATION

The Contractor shall not make available to the news media or publicly disclose any data generated or reviewed under this Contract. Any inquiry received by the Contractor for information concerning work performed under this Contract 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.

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

SECTION 01 35 50 Page 3

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.

1.8 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

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

U.S. ARMY (DA)

U.S. Army Publishing Directorate Ph: 703-614-3634 Internet: http://www.apd.army.mil

SECTION 01 42 00 Page 2

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ccb/browse_cat.php?c=68 Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Detail Drawings

1.4.2 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 Machine Work

2.1.3.1 Finished Surfaces

2.1.3.2 Unfinished Surfaces

2.1.3.3 Pin Holes

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 Machinery and 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

SECTION 05 50 14 Page 1

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

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

SECTION 05 50 14 Page 2

SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 SCOPE

This section of the specification provides reference to standards and requirements pretaining to the structural steel fabrications of this contract. This work consists of replacing the existing grating at the Barkley Lock project with new fabricated steel grating. The new grating panels shall be fabricated to include lifting points according to the these specification and contract drawings. All grating panels shall be hot-dip galvanized.

1.2 REFERENCES

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

AMERICAN WELDING SOCIETY (AWS)

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

AWS D1.2/D1.2M (2014) Structural Welding Code - Aluminum

ASME INTERNATIONAL (ASME)

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

ASME B46.1 (2009) Surface Texture, Surface Roughness, Waviness and Lay

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

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

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

SECTION 05 50 14 Page 3

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

ASTM E709 (2015) Standard Guide for Magnetic Particle Examination

1.3 SUBMITTALS

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

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

SD-02 Shop Drawings

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

SD-03 Product Data

Filler Metal Lubricant

SD-06 Test Reports

Tests, Inspections, and Verifications

SD-07 Certificates

Welding Qualifications Application Qualification for Steel Studs; G

1.4 QUALITY ASSURANCE

1.4.1 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. Indicate methods of protecting the work during shipping, storage, field assembly, and installation.

1.4.2 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. If the qualification date of the welding operator is more than one-year old, accompany the welding operator's qualification certificate with a current certificate by the welder attesting to the fact that he has been engaged in welding since the date of certification, with no break in welding service greater than 6 months.

Conform to all requirements specified in AWS D1.1/D1.1M.

SECTION 05 50 14 Page 4

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Fabrication

Material must be straight before being laid off or worked. Perform straightening, if necessary, by methods that will not impair the metal.

Sharp kinks or bends will be cause for rejection of the material.

Material with welds will not be accepted except where welding is definitely specified, indicated or otherwise approved. Make bends using approved dies, press brakes or bending rolls. Where heating is required, take precautions to avoid overheating the metal and allow it to cool in a manner that will not impair the original properties of the metal.

Proposed flame cutting of material, other than structural steel, is subject to approval and must be indicated on detail drawings. Shearing shall be accurate and all portions of the work neatly finished. Make corners square and true unless otherwise shown. Fillet re-entrant cuts to a minimum radius of 3/4 inch unless otherwise approved. Provide finished members free of twists, bends and open joints. Tighten bolts, nuts and screws.

2.1.1.1 Dimensional Tolerances for Structural Work

Measure dimensions using an approved calibrated steel tape of approximately the same temperature as the material being measured. The overall dimensions of an assembled structural unit must be within the tolerances indicated on the drawings or as specified in the particular section of these specifications for the item of work. Where tolerances are not specified in other sections of these specifications or shown, an allowable variation of 1/32 inch is permissible in the overall length of component members with both ends milled; component members without milled ends must not deviate from the dimensions shown by more than 1/16 inch for members 30 feet or less in length, and by more than 1/8 inch for members over 30 feet in length.

2.1.1.2 Structural Steel Fabrication

Structural steel may be cut by mechanically guided or hand-guided torches, provided an accurate profile with a surface that is smooth and free from cracks and notches is obtained. Prepare surfaces and edges in accordance with AWS D1.1/D1.1M, Subclause 3.2. Where structural steel is not to be welded, chipping or grinding will not be required except as necessary to remove slag and sharp edges of mechanically guided or hand-guided cuts not exposed to view. Chip, grind or machine to sound metal hand-guided cuts which are to be exposed or visible.

2.1.2 Welding

2.1.2.1 Welding of Structural Steel

2.1.2.1.1 Welding Procedures for Structural Steel

Prequalify welding procedures for structural steel as described in AWS D1.1/D1.1M, Subclause 3.1 or qualify by tests as prescribed in AWS D1.1/D1.1M, Clause 4. Properly documented evidence of compliance with all requirements of these specifications for previous qualification tests establish a welding procedure as prequalified. For welding procedures qualified by tests, the test welding and specimen testing will be

SECTION 05 50 14 Page 5 witnessed and the test report document signed by the Contracting Officer.

Approval of any welding procedure will not relieve the responsibility for producing a finished structure meeting all requirements of these specifications. The Contractor will be directed or authorized to make any changes in previously approved welding procedures that are deemed necessary or desirable by the Contractor Officer.

a. Submit a complete schedule of welding procedures for each steel structure to be welded prior to commencing fabrication. Provide the schedule in conformance with the requirements specified in the provisions AWS D1.1/D1.1M, Clauses 2, 3, 4, 6, 7 and applicable portions of Clause 8.

b. Provide within the schedule detailed procedure specifications and tables or diagrams showing the procedures to be used for each required joint. Include in the welding procedures filler metal, preheat, interpass temperature and stress-relief heat treatment requirements.

Clearly identify each welding procedure as being prequalified or required to be qualified by tests.

c. Show types and locations of welds designated or in the specifications to receive nondestructive testing in the welding procedures.

2.1.2.1.2 Welding Process

Perform welding of structural steel by an electric arc welding process using a method which excludes the atmosphere from the molten metal and conforms to the applicable provisions of AWS D1.1/D1.1M. Minimize residual stresses, distortion and shrinkage from welding.

2.1.2.1.3 Welding Technique

2.1.2.1.3.1 Filler Metal

Provide the electrode, electrode-flux combination and grade of weld metal conforming to the appropriate AWS specification for the base metal and welding process being used or be as shown where a specific choice of AWS specification allowables is required. Include the AWS designation of the electrodes to be used in the schedule of welding procedures. Use only low hydrogen electrodes for manual shielded metal-arc welding regardless of the thickness of the steel. Use a controlled temperature storage oven at the job site as prescribed by AWS D1.1/D1.1M, Subclause 3.5 to maintain low moisture of low hydrogen electrodes.

2.1.2.1.3.2 Preheat and Interpass Temperature

Perform preheating as required by AWS D1.1/D1.1M, Subclause 3.5 or as otherwise specified except that the temperature of the base metal must be at least 70 degrees F. Slowly and uniformly preheat the weldments by approved means to the prescribed temperature, held at that temperature until the welding is completed and then permitted to cool slowly in still air.

2.1.2.1.3.3 Stress-Relief Heat Treatment

Where stress relief heat treatment is specified or shown, perform in accordance with the requirements of AWS D1.1/D1.1M, Subclause 5.8 unless otherwise authorized or directed.

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2.1.2.1.4 Workmanship

Perform welding workmanship in accordance with AWS D1.1/D1.1M, Clause 3 and other applicable requirements of these specifications.

2.1.2.1.4.1 Preparation of Base Metal

Prior to welding inspect surfaces to be welded to ensure compliance with AWS D1.1/D1.1M, Subclause 3.2.

2.1.2.1.4.2 Temporary Welds

Make temporary welds, required for fabrication and erection, under the controlled conditions prescribed for permanent work. Make temporary welds using low-hydrogen welding electrodes and by welders qualified for permanent work as specified in these specifications. Conduct preheating for temporary welds as required by AWS D1.1/D1.1M for permanent welds except that the minimum temperature must be 120 degrees F in any case. In making temporary welds, do not strike arcs in other than weld locations.

Remove each temporary weld and grind flush with adjacent surfaces after serving its purpose.

2.1.2.1.4.3 Tack Welds

Subject tack welds that are to be incorporated into the permanent work to the same quality requirements as the permanent welds; clean and thoroughly fuse them with permanent welds. Perform preheating as specified above for temporary welds. Multiple-pass tack welds must have cascaded ends.

Remove defective tack welds before permanent welding.

2.1.3 Machine Work

Tolerances, allowances and gauges for metal fits between plain, non-threaded, cylindrical parts conform to ASME B4.1 for the class of fit shown or required unless otherwise shown on approved detail drawings.

Where fits are not shown they will be suitable as approved. Tolerances for machine-finished surfaces designated by non-decimal dimensions must be within 1/64 inch. Sufficient machining stock will be allowed on placing pads to ensure true surfaces of solid material. Provide finished contact or bearing surfaces true and exact to secure full contact. Polish journal surfaces and finish all surfaces with sufficient smoothness and accuracy to ensure proper operation when assembled. Accurately machine parts entering any machine and all like parts be interchangeable except that parts assembled together for drilling or reaming of holes or machining will not be required to be interchangeable with like parts. Accurately locate all drilled holes bolts.

2.1.3.1 Finished Surfaces

Provide surface finishes, indicated or specified, in accordance with ASME B46.1. Values of required roughness heights are arithmetical average deviations expressed in microinches. These values are maximum. Lesser degrees will be satisfactory unless otherwise indicated. Compliance with surface requirements is determined by sense of feel and visual inspection of the work compared to Roughness Comparison Specimens in accordance with the provisions of ASME B46.1. Values of roughness width and waviness height must be consistent with the general type of finish specified by roughness height. Where the finish is not indicated or specified use that which is most suitable for the particular surface, provide the class of

SECTION 05 50 14 Page 7 fit required and be indicated on the detail drawings by a symbol which conforms to ASME B46.1 when machine finishing is provided. Flaws such as scratches, ridges, holes, peaks, cracks or checks which will make the part unsuitable for the intended use will be cause for rejection.

2.1.3.2 Unfinished Surfaces

Lay out all work to secure proper matching of adjoining unfinished surfaces unless otherwise directed. Where there is a large discrepancy between adjoining unfinished surfaces chip and grind smooth or machine to secure proper alignment. Unfinished surfaces must be true to the lines and dimensions shown and be chipped or ground free of all projections and rough spots. Fill in depressions or holes not affecting the strength or usefulness of the parts in an approved manner.

2.1.3.3 Pin Holes

Pin holes are to be bored true to gauges, smooth, straight and at right angles to the axis of the member. Do the boring after the member is securely fastened in position.

2.1.4 Miscellaneous Provisions

2.1.4.1 Metallic Coatings

a. Zinc Coatings - Apply zinc coatings in a manner and of a thickness and quality conforming to ASTM A123/A123M.