W912DW17Q0068.pdf

SEE ADDENDUM

(No Collect Calls)

W912DW17Q0068 01-Aug-2017

b. TELEPHONE NUMBER

206-316-3891

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 08 Aug 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912DW9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

GALEN T FREED

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W68MD971378170

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 960527 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

CHIEF JOSEPH DAM PROJECT OFFICE

WAREHOUSE

PO BOX 1120

BRIDGEPORT WA 98813-1120

TEL: 509-686-2236 FAX: 509-686-2229

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

332313

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF52

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

INSTRUCTIONS

INSTRUCTIONS TO VENDORS

1. Representations and Certifications contained herein must be completed by vendors and returned with quote.

If Representations and Certifications are registered in the System for Award Management (SAM) check here . If not, register online at www.sam.gov

2. Quotes accepted by e-mail only, e-mail Shall Be Plainly Marked As Follows:

Quote for; Fabrication of Turbine Pit Deck Plates for Chief Joseph Dam, Bridgeport, WA.

Request For Quote No.: W912DW17Q0096 Closing Date and Time: 14 Aug 2017, 2:00 PM Pacific Time

AMENDMENTS NUMBERED________HAVE BEEN RECEIVED

3. Responses will be accepted via email until the time and date set for closing. Email Quotes to Galen.t.freed@usace.army.mil All emailed offers shall contain the RFQ No. W912DW17Q0096 in the subject line.

4. Vendors Submitting Quotes: Contractors are required to be registered in the System for Awards

Management (SAM) for awards resulting from solicitations.

This rule more efficiently implements the Debt Collection Improvement Act of 1996, as it requires contractors to be registered in SAM for consideration of future solicitations, awards, and payment.

Registration is required prior to award of any contract, basic agreement, basic ordering agreement, or blanket purchase agreement from a solicitation. LACK OF REGISTRATION IN THE SAM DATABASE WILL MAKE AN OFFER INELIGIBLE FOR AWARD. The web site may be accessed at www.sam.gov

5. Award shall be made to the offeror with the lowest quote.

6. Required Submittals:

a) Instruction Page (2 pages) Indicate if you are registered SAM.

Must acknowledge any/all amendments to the solicitation.

Must fill in all company information requested All submittals as required in the solicitation

b) Fill in all pricing information.

7. The Contractor is required to provide the following information with quotation submission:

Federal Taxpayer’s ID Number:

DUNS Number:

Cage Code Number This requires registration in SAM, web site for registration is www.sam.gov

Remit to Address:

Company Name:

Address:

City/State/Zip:

Phone & Fax Numbers:

Point of Contact:

E-Mail Address:

Quote must provide pricing for all items in the solicitation to be acceptable to the Government.

Award will be to the responsive, responsible vendor who provides the lowest quote that meets all of the requirements listed in the PWS/Specifications.

All quote items must meet the requirements of the Request for Quote (RFQ) including specifications stated in all attachments.

The quote shall be determined acceptable based on the date and time received.

The contractor should list any special features or warranty information applicable to the product(s) or service (s) quote.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

TURBINE PIT DECK PLATES FOR 10 NPN UNITS

Per requirements listed in the Statement of Work Fabricate and deliver 10EA sets of Newport News turbine pit deck plates for installation by Chief Joseph Dam maintenance crew

--- PROJECT NO.: 463535

FOB: Destination

PURCHASE REQUEST NUMBER: W68MD971378170

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

TURBINE PIT DECK PLATES FOR 6 SMS UNITS

Per requirements listed in the Statement of Work Fabricate and deliver 6EA sets of S. Morgan Smith turbine pit deck plates. Turbine pit deck plates are to be fabricated in accordance with the provided drawings and technical specifications. However, all fastener holes/attachment points are to be match marked and drilled by the government during installation to ensure proper fit and alignment of the plates.

--- PROJECT NO.: 463535

FOB: Destination

PURCHASE REQUEST NUMBER: W68MD971378170

FFP

NET AMT

ITEM(S) 0002 - PWS

Chief Joseph Dam Turbine Pit Decking Chief Joseph Dam, Bridgeport, Washington

1.0 INTRODUCTION

1.1 Appendix A: Technical Specifications

1.2 Appendix B: Reference Drawings

1.01 General.

Chief Joseph Dam (CJD) is located on the Columbia River approximately three quarters of a mile southeast of Bridgeport, Douglas County, Washington. There are 27 total hydroelectric turbines located along the centerline of the powerhouse at Chief Joseph Dam, which are situated inside circular steel-lined concrete maintenance pits. Each turbine maintenance pit is accessible from the main floor of the powerhouse.

The maintenance pits have two circular maintenance access platforms (an inner platform and an outer platform) at different elevations. The inner platform is accessed from the main floor of the powerhouse by stairs, and is approximately 10’ below the main floor of the powerhouse. The outer platform is accessible from the inner platform by stairs and is approximately 2’ below the inner platform. The platforms are currently covered with carbon steel diamond deck plates.

The same carbon steel turbine pit deck plates have been in use since installation of the Newport News and S. Morgan Smith turbines in the 1950’s.

1.02 Description of Work.

This contract is to fabricate and deliver 10EA sets of Newport News turbine pit deck plates for installation by Chief Joseph Dam maintenance crew. Fabricate and deliver 6EA sets of S. Morgan Smith turbine pit deck plates. Turbine pit deck plates are to be fabricated in accordance with the provided drawings and technical specifications.

However, all fastener holes/attachment points are to be match marked and drilled by the government during installation to ensure proper fit and alignment of the plates.

All required hardware, fasteners, necessary rolled angle iron, installation/materials is to be provided by the contractor to the government for installation of the turbine pit deck plates.

1.03 Delivery.

The materials shall be delivered to U.S. Army Corps of Engineers, Chief Joseph Dam, Bridgeport, WA 98813. Delivery shall be made Monday through Thursday between 0730 hours and 1630 hours PDT.

2.0 Chief Joseph Dam Turbine Pit Deck Plates

2.1 General Design Criteria:

1. The deck plates must be able to withstand 120 PSF area load

2. The deck plates should have a deflection limitation of L/150

3. The deck plates should be easy to clean

4. The deck plate material should be resistant to corrosion

5. The deck plate material should be resistant to ozone exposure

6. The deck plate material should be light-weight

2.2 Additional Design Criteria: Due to the increased potential for deflection of the turbine pit deck plates due to the change in material, it was deemed necessary by calculation that the new aluminum deck plates would require continuous edge support on both sides of the deck plate. The existing outer steel deck plates had point supports as opposed to complete edge support. The design change requires the addition of new steel angle supports spanning between the existing point supports.

Additionally, the project staff requested minor changes in the design of the hinged deck plates and existing deck plates to remain in the S. Morgan Smith Turbines as well as the inclusion of an inspection window in one of the operable hatches in the deck plate of the Newport News Turbines. Since there are dissimilar metals (aluminum and steel) in contact with each other to eliminate any potential corrosion effects the steel angles will be painted and the plates will be attached with zinc-plated fasteners. These steel angles and zinc-plates fasteners are to be provided as part of this contract.

3.0 Project POC:

TBD

Appendix A: Technical Specifications

Appendix A: Technical Specifications Page 1

SECTION 05 05 23.16

STRUCTURAL WELDING

05/14

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 (2010) Specification for Structural Steel

Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016)

Structural Welding Code - Steel

AWS D1.3/D1.3M (2008; Errata 2008) Structural Welding Code - Sheet Steel

AWS D14.4/D14.4M (2012) Specification for Welded Joints for

Machinery and Equipment

AWS Z49.1 (2012) Safety in Welding and Cutting and Allied Processes

ASTM INTERNATIONAL (ASTM)

ASTM E165/E165M (2012) Standard Practice for Liquid

Penetrant Examination for General Industry

ASTM E709 (2015) Standard Guide for Magnetic Particle Examination

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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Welding Quality Assurance Plan

Appendix A: Technical Specifications Page 2

SD-03 Product Data

Welding Procedure Qualifications; G Welder, Welding Operator, and Tacker Qualification Inspector Qualification Previous Qualifications Pre-Qualified Procedures Welding Electrodes and Rods

SD-07 Certificates

Certified Welding Procedure Specifications (WPS)

Certified Procedure Qualification Records (PQR) Certified Welder Performance Qualifications (WPQ)

1.3 QUALITY ASSURANCE

Except for pre-qualified (in accordance with AWS D1.1/D1.1M) and previously qualified procedures, each Contractor performing welding must record in detail and qualify the welding procedure specification for any welding procedure followed in the fabrication of weldments. Conform welding procedure qualifications to AWS D1.1/D1.1M and to the specifications in this section. Submit for approval copies of the welding procedure specification and the results of the procedure qualification test records for each type of welding which requires procedure qualification and the welder, welding operator, or tacker qualification test records.. Approval of any procedure, however, does not relieve the Contractor of the sole responsibility for producing a finished structure meeting all the specified requirements. Submit this information on the forms in Annex M of AWS D1.1/D1.1M. Individually identify and clearly reference on the detail drawings and erection drawings all welding procedure specifications, or suitably key them to the contract drawings.

In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

1.3.1 General Requirements

a. For Structural Projects, provide documentation of the following:

(1) Component Thickness 1/8 inch and greater: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.1/D1.1M.

(2) Component Thickness Less than 1/8 inch: Qualification documents

(WPS, PQR, and WPQ) in accordance with AWS D1.3/D1.3M.

b. For other applications, provide documentation of the following:

(1) Submit two copies of the Certified Welding Procedure Specifications (WPS), and Certified Procedure Qualification Records (PQR) to the Contracting Officer for review.

Appendix A: Technical Specifications Page 3

(2) Submit two copies of the Certified Welder Performance

Qualifications (WPQ)and to the Contracting Officer for review within fifteen calendar days prior to any employee welding on the project material.

(3) Machinery: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D14.4/D14.4M.

1.3.2 Previous Qualifications

Welding procedures previously qualified by test may be accepted for this contract without re-qualification, upon receipt of the test results, if the following conditions are met:

a. Testing was performed by an approved testing laboratory, technical consultant, or the Contractor's approved quality control organization.

b. The qualified welding procedure conforms to the requirements of this specification and is applicable to welding conditions encountered under this contract.

c. The welder, welding operator, and tacker qualification tests conform to the requirements of this specification and are applicable to welding conditions encountered under this contract.

1.3.3 Pre-qualified Procedures

Welding procedures which are considered pre-qualified as specified in AWS D1.1/D1.1M will be accepted without further qualification. Submit for approval a listing or an annotated drawing to indicate the joints not pre-qualified. Procedure qualification is mandatory for these joints.

1.3.4 Retests

If welding procedure fails to meet the requirements of AWS D1.1/D1.1M, revise and re-qualify the procedure specification, or at the Contractor's option, welding procedure may be retested in accordance with AWS D1.1/D1.1M. If the welding procedure is qualified through retesting, submit all test results, including those of test welds that failed to meet the requirements, with the welding procedure.

1.3.5 Welder, Welding Operator, and Tacker Qualification

Each welder, welding operator, and tacker assigned to work on this contract must be qualified in accordance with the applicable requirements of AWS D1.1/D1.1M and as specified in this section.

Welders, welding operators, and tackers who make acceptable procedure qualification test welds will be considered qualified for the welding procedure used.

1.3.5.1 Previous Personnel Qualifications

At the discretion of the Contracting Officer, welders, welding operators, and tackers qualified by test within the previous 6 months may be accepted for this contract without re-qualification if all the following conditions are met:

Appendix A: Technical Specifications Page 4

a. Copies of the welding procedure specifications, the procedure qualification test records, and the welder, welding operator, and tacker qualification test records are submitted and approved in accordance with the specified requirements for detail drawings.

b. Testing was performed by an approved testing laboratory, technical consultant, or the Contractor's approved quality control organization.

c. The previously qualified welding procedure conforms to the requirements of this specification and is applicable to welding conditions encountered under this contract.

d. The welder, welding operator, and tacker qualification tests conform to the requirements of this specification and are applicable to welding conditions encountered under this contract.

1.3.5.2 Certificates

Before assigning any welder, welding operator, or tacker to work under this contract, submit the names of the welders, welding operators, and tackers to be employed, and certification that each individual is qualified as specified. State in the certification the type of welding and positions for which the welder, welding operator, or tacker is qualified, the code and procedure under which the individual is qualified, the date qualified, and the name of the firm and person certifying the qualification tests. Keep the certification current, on file, and furnish 3 copies.

1.3.5.3 Renewal of Qualification

Re-qualification of a welder or welding operator is required under any of the following conditions:

a. It has been more than 6 months since the welder or welding operator has used the specific welding process for which he is qualified.

b. There is specific reason to question the welder or welding operator's ability to make welds that meet the requirements of these specifications.

c. The welder or welding operator was qualified by an employer other than those firms performing work under this contract, and a qualification test has not been taken within the past 12 months.

Submit as evidence of conformance all records showing periods of employment, name of employer where welder, or welding operator, was last employed, and the process for which qualified.

d. A tacker who passes the qualification test is considered eligible to perform tack welding indefinitely in the positions and with the processes for which he/she is qualified, unless there is some specific reason to question the tacker's ability. In such a case, the tacker is required to pass the prescribed tack welding test.

Appendix A: Technical Specifications Page 5

1.3.6 Symbols and Safety

Use symbols in accordance with AWS A2.4, unless otherwise indicated.

Follow safe welding practices and safety precautions during welding in conformance with AWS Z49.1.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Conform the design of welded connections to AISC 360, unless otherwise indicated or specified. Material with welds will not be accepted unless the welding is specified or indicated on the drawings or otherwise approved. Perform welding as specified in this section, except where additional requirements are shown on the drawings or are specified in other sections. Do not commence welding until welding procedures, inspectors, nondestructive testing personnel, welders, welding operators, and tackers have been qualified and the submittals approved by the Contracting Officer. Perform all testing at or near the work site.

Maintain records of the test results obtained in welding procedure, welder, welding operator, and tacker performance qualifications.

2.2 WELDING EQUIPMENT AND MATERIALS

Provide all welding equipment, welding electrodes and rods, welding wire, and fluxes capable of producing satisfactory welds when used by a qualified welder or welding operator performing qualified welding procedures. Provide welding equipment and materials that comply with the applicable requirements of AWS D1.1/D1.1M. Submit product data on welding electrodes and rods.

PART 3 EXECUTION

3.1 WELDING OPERATIONS

3.1.1 Requirements

Conform workmanship and techniques for welded construction to the requirements of AWS D1.1/D1.1M and AISC 360. When AWS D1.1/D1.1M and the AISC 360 specification conflict, the requirements of AWS D1.1/D1.1M govern.

3.1.2 Identification

Identify all welds in one of the following ways:

a. Submit written records to indicate the location of welds made by each welder, welding operator, or tacker.

b. Identify all work performed by each welder, welding operator, or tacker with an assigned number, letter, or symbol to identify welds made by that individual. The Contracting Officer may require welders, welding operators, and tackers to apply their symbol next to the weld by means of rubber stamp, felt-tipped marker with waterproof ink, or other methods that do not cause an indentation in the metal. Place the identification mark for seam welds adjacent to the weld at 3 foot intervals. Identification with die stamps or electric etchers is not allowed.

Appendix A: Technical Specifications Page 6

3.2 QUALITY CONTROL

Perform testing using an approved inspection or testing laboratory or technical consultant; or if approved, the Contractor's inspection and testing personnel may be used instead of the commercial inspection or testing laboratory or technical consultant. Perform visual inspections to determine conformance with paragraph STANDARDS OF ACCEPTANCE. Conform procedures and techniques for inspection with applicable requirements of AWS D1.1/D1.1M, ASTM E165/E165M, and ASTM E709. Submit a Welding Quality Assurance Plan and records of tests and inspections.

3.3 STANDARDS OF ACCEPTANCE

Conform dimensional tolerances for welded construction, details of welds, and quality of welds with the applicable requirements of AWS D1.1/D1.1M and the contract drawings. Perform nondestructive testing by visual inspection methods. The minimum extent of nondestructive testing must be random 25 percent of welds or joints, as indicated on the drawings.

3.3.1 Nondestructive Testing

The welding is subject to inspection and tests in the mill, shop, and field. Inspection and tests in the mill or shop do not relieve the Contractor of the responsibility to furnish weldments of satisfactory quality. When materials or workmanship do not conform to the specification requirements, the Government reserves the right to reject material or workmanship or both at any time before final acceptance of the structure containing the weldment. Any indication of a defect is regarded as a defect, unless re-evaluation by nondestructive methods or by surface conditioning shows that no unacceptable defect is present. Submit all records of nondestructive testing in accordance with paragraph STANDARDS

OF ACCEPTANCE.

3.3.2 Destructive Tests

Make all repairs when metallographic specimens are removed from any part of a structure. Employ only qualified welders or welding operators, and use the proper joints and welding procedures, including peening or heat treatment if required, to develop the full strength of the members and joints cut and to relieve residual stress.

3.4 GOVERNMENT INSPECTION AND TESTING

In addition to the inspection and tests performed by the Contractor for quality control, the Government will perform inspection and testing for acceptance to the extent determined by the Contracting Officer. The costs of such inspection and testing will be borne by the Contractor if unsatisfactory welds are discovered, or by the Government if the welds are satisfactory. The work may be performed by the Government's own forces or under a separate contract for inspection and testing. The Government reserves the right to perform supplemental nondestructive and destructive tests to determine compliance with paragraph STANDARDS OF ACCEPTANCE.

3.5 CORRECTIONS AND REPAIRS

If inspection or testing indicates defects in the weld joints, repair defective welds using a qualified welder or welding operator as

Appendix A: Technical Specifications Page 7 applicable. Conduct corrections in accordance with the requirements of AWS D1.1/D1.1M and the specifications. Repair all defects in accordance with the approved procedures. Repair defects discovered between passes before additional weld material is deposited. Wherever a defect is removed and repair by welding is not required, blend the affected area into the surrounding surface to eliminate sharp notches, crevices, or corners. After a defect is thought to have been removed, and before re-welding, examine the area by suitable methods to ensure that the defect has been eliminated. Repaired welds must meet the inspection requirements

Appendix A: Technical Specifications Page 8 for the original welds.

-- End of Section --

Appendix A: Technical Specifications Page 9

SECTION 05 14 00.13

WELDING STRUCTURAL ALUMINUM FRAMING

05/15

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

AWS QC1 (2007) Standard for AWS Certification of

Welding Inspectors

AWS QC7 (1993; Suppl G) Standard for AWS Certified Welders

AWS Z49.1 (2012) Safety in Welding and Cutting and

Allied Processes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

1.2 DEFINITIONS

Establish levels of fabrication using the following classifications:

1.2.1 Class C Fabrication

Class C fabrication includes complete and partial penetration groove weld joints and fillet weld joints, and applies to those welds where failure would not affect the efficiency of the system nor create hazard to personnel. Classify welds as a Class C fabrication for connections of secondary members not subject to dynamic action and low stressed miscellaneous applications.

1.2.2 Class D Fabrication

Plug and slot weld joints may be used for subcritical construction joints, when the joints meet all the applicable Sections 2 design and fabrication requirements of AWS D1.2/D1.2M.

1.3 QUALITY CONTROL

1.3.1 Certificates

Submit certificates verifying that the welders performing the work hold current certification in accordance with AWS QC7. Do not allow pre-qualified welding procedures. Provide documentation of Qualify the

Appendix A: Technical Specifications Page 10 welding procedures, welders and welding inspectors in accordance with Section 5 of AWS D1.2/D1.2M and AWS QC1.

Not Used

3.1 EXAMINATION

Perform pre-weld inspection of all components. Report in writing all deficiencies or discrepancies to the Contracting Officer. Commencement of welding procedures validates Contractors acceptance of existing conditions.

3.2 PREPARATION

3.2.1 Protection

Protect all adjacent surfaces and equipment prior to commencement of welding work, in conformance with NFPA 51B and approved Operating Safety Plan.

3.2.2 Surface Preparation

Prepare all surfaces to be welded in conformance with AWS D1.2/D1.2M.

3.2.3 Welding Equipment

Provide all welding equipment, electrodes, welding wire, fluxes, preparatory tools and equipment, and any other accessories required to perform the work.

3.2.4 Heat Input Requirements

3.2.4.1 Preheat

Do not weld at an ambient temperature below 32 degrees F, or when the surfaces are wet or exposed to rain, snow, or high wind. Verify that the minimum temperature of the metals in the area of welding is 50 degrees F.

When the ambient conditions are such that the normal temperature of the base metal is below 50 degrees F, preheat the area surrounding the joint to provide a base metal temperature of 100 degrees F for a distance of at least 3 inch in all directions from the joint to be welded.

3.2.4.2 Interpass

In a multipass weld, ensure the interpass temperature is the temperature of the weld metal before the next pass is started.

3.2.4.3 Postweld

Postweld heat treatment of weldments is prohibited unless noted in the applicable Code qualified/certified welding documentation, Certified Welding Procedure Specifications (WPS).

3.3 FIELD QUALITY CONTROL

Appendix A: Technical Specifications Page 11

3.3.1 Class C Fabrication

Fabricate weldment in accordance with the requirements of AWS D1.2/D1.2M.

3.3.2 Class D Fabrication

Apply the minimum applicable requirements of Section 2 of AWS D1.2/D1.2M for welding of plugs and slot joints.

3.3.3 Inspection/Nondestructive Examination (NDE)

3.3.3.1 Inspection

Perform fabrication/erection inspection to ensure that materials and workmanship meet the minimum requirements of the contract documents.

Final acceptance of all welded joints will be by the Contracting Officer.

Repair all unacceptable welds and make ready for Government reinspection at no additional cost to the Government.

After weld joints have been satisfactorily completed and accepted by the Contracting Officer, clean the joint area to a bright, unpitted, and

Appendix A: Technical Specifications Page 12 unscarred surface and protect in accordance with the applicable contract documents.

3.3.3.2 Methods of Non-Destructive Examination (NDE)

Perform NDE examination/inspection of structural aluminum weldments in accordance with AWS D1.2/D1.2M.

a. Visual Inspection (VT)

Enhance Visual Inspection (VT) for cracks and other discontinuities with a magnifying lens of 5X power wherever required to discern indications or defects otherwise not clear. Measure size and contour of welds with suitable gages.

3.3.3.3 Levels of Examination

a. Level I Examination

Level I examination requires 100 percent VT, and 100 percent RT. Where RT is not practical, perform PT of the root pass and the final surface of each weld joint.

Where applicable, each radiograph is to provide a minimum of the following additional information permanently included in the image:

(1) Agency Weld No. (including repair cycle no.)

(2) Agency Drawing No.

(3) Agency View No.

(4) Agency Contract No.

Final interpretation and acceptance of all radiographs of welded joints is performed by the Contracting Officer.

b. Level II Examination

Level II examination requires 100 percent VT, and PT of the final surface of each weld joint.

c. Level III Examination

Level III examination requires 100 percent VT of each weld joint.

3.3.3.4 Acceptance Requirements

c. Class C & D Fabrication

Ensure Class C & D fabrication receives a Level III examination, requiring weldments in accordance with AWS D1.2/D1.2M.

Appendix A: Technical Specifications Page 13

SECTION 05 50 13

MISCELLANEOUS METAL FABRICATIONS

05/10

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2010) Code of Standard Practice for Steel

Buildings and Bridges

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

AWS D1.2/D1.2M (2008) Structural Welding Code - Aluminum

ASME INTERNATIONAL (ASME)

ASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth

Lock, and Plain Washers (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM F2329 (2011) Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts, Screws, Washers, Nuts, and Special Threaded Fasteners

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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Floor Plates, Fabrication Drawings; G

Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303.

W912DW17Q0068

Submit erection and installation drawings indicating thickness, type, grade, class of metal, and dimensions. A complete bill of materials shall be included within the Shop Drawings.

SD-03 Product Data

Floor Plates

1.3 QUALIFICATION OF WELDERS

Qualify welders in accordance with AWS D1.1/D1.1M. Use procedures, materials, and equipment of the type required for the work.

1.4 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather.

Remove and replace damaged items with new items.

2.1 MATERIALS

2.1.1 Structural Carbon

Steel ASTM A36/A36M.

2.1.2 Floor Plates, Patterned

Floor plate ASTM B632/B632M Alloy 6061-T6. Aluminum Diamond plate shall not be less than thickness shown on drawings.

2.1.3 Anchor Bolts

2.1.3.1 Scre

ws ASTM F2329

2.1.3.2 Washers

Provide plain washers to conform to ASME B18.21.1. Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to ASME B18.21.1.

2.2 FABRICATION FINISHES

2.2.1 Galvanize

Anchor bolts, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

2.2.2 Shop Cleaning and Painting2.2.2.1 Pretreatment, Priming and Painting

Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions.

2.2.3 Aluminum Surfaces

2.2.3.1 Surface Condition

Before finishes are applied, remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

2.2.3.2 Aluminum Finishes

Unexposed sheet, plate and extrusions may have mill finish as fabricated.

Unless otherwise specified, provide all other aluminum items with a standard mill finish.

2.3 MISCELLANEOUS PLATES AND SHAPES

Provide angles and plates, ASTM A36/A36M, as indicated.

3.1 GENERAL INSTALLATION REQUIREMENTS (NOT APPLICABLE TO CONTRACTOR)

Install items at locations indicated, according to manufacturer's instructions. Verify all measurements and take all field measurements necessary before fabrication. Exposed fastenings shall be compatible materials, shall generally match in color and finish, and harmonize with the material to which fastenings are applied. Include materials and parts necessary to complete each item, even though such work is not definitely shown or specified. Poor matching of holes for fasteners shall be cause for rejection. Conceal fastenings where practicable. Thickness of metal and details of assembly and supports shall provide strength and stiffness. Form joints exposed to the weather shall be formed to exclude water. Items listed below require additional procedures.

3.2 WORKMANSHIP

Provide miscellaneous metalwork that is well formed to shape and size, with sharp lines and angles and true curves. Drilling and punching shall produce clean true lines and surfaces. Provide continuous welding along the entire area of contact except where tack welding is permitted.

Do not tack weld exposed connections of work in place and ground smooth. Provide a smooth finish on exposed surfaces of work in place and unless otherwise approved, flush exposed riveting. Mill joints where tight fits are required. Corner joints shall be coped or mitered, well formed, and in true alignment. Accurately set work to established lines and elevations and securely fastened in place.

Install in accordance with manufacturer's installation instructions and approved drawings, cuts, and details.

3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS

Provide anchorage where necessary for fastening miscellaneous metal items securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder-driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry; machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood. Do not use wood plugs in any material. Provide non-ferrous attachments for non-ferrous metal.

Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied. Conceal fastenings where practicable.

3.4 BUILT-IN WORK

Form for anchorage metal work built-in with concrete or masonry, or provide with suitable anchoring devices as indicated or as required.

Furnish metal work in ample time for securing in place as the work progresses.

3.5 WELDING

Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M and AWS D1.2/D1.2M. Use continuous welds on all exposed connections. Grind visible welds smooth in the finished installation.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 N/A Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 12-SEP-2017 1 CHIEF JOSEPH DAM PROJECT OFFICE

WAREHOUSE

PO BOX 1120

BRIDGEPORT WA 98813-1120

509-686-2236 FOB: Destination

960527

0002 12-SEP-2017 1 (SAME AS PREVIOUS LOCATION)

FOB: Destination 960527

CLAUSES INCORPORATED BY REFERENCE

52.203-18 Prohibition on Contracting With Entities That Require Certain

Internal Confidentiality Agreements or Statements-- Representation

JAN 2017

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreeements or Statements

JAN 2017

52.204-7 System for Award Management OCT 2016 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2016

52.204-13 System for Award Management Maintenance OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-22 Alternative Line Item Proposal JAN 2017 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.212-4 Contract Terms and Conditions--Commercial Items JAN 2017 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-13 Notice of Set-Aside of Orders NOV 2011 52.222-3 Convict Labor JUN 2003 52.222-19 Child Labor -- Cooperation with Authorities and Remedies OCT 2016 52.222-22 Previous Contracts And Compliance Reports FEB 1999 52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.247-34 F.O.B. Destination NOV 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7003 Agency Office of the Inspector General DEC 2012 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7004 Alt A System for Award Management Alternate A FEB 2014 252.204-7005 Oral Attestation of Security Responsibilities NOV 2001 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

OCT 2016

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.225-7048 Export-Controlled Items JUN 2013

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports

JUN 2012

252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.204-17 OWNERSHIP OR CONTROL OF OFFEROR (JUL 2016)

(a) Definitions. As used in this provision--

Commercial and Government Entity (CAGE) code means—

(1) An identifier assigned to entities located in the United States or its outlying areas by the Defense Logistics Agency (DLA) Commercial and Government Entity (CAGE) Branch to identify a commercial or government entity;

or

(2) An identifier assigned by a member of the North Atlantic Treaty Organization (NATO) or by the NATO Support and Procurement Agency (NSPA) to entities located outside the United States and its outlying areas that the DLA Commercial and Government Entity (CAGE) Branch records and maintains in the CAGE master file. This type of code is known as a NATO CAGE (NCAGE) code.

Highest-level owner means the entity that owns or controls an immediate owner of the offeror, or that owns or controls one or more entities that control an immediate owner of the offeror. No entity owns or exercises control of the highest level owner.

Immediate owner means an entity, other than the offeror, that has direct control of the offeror. Indicators of control include, but are not limited to, one or more of the following: Ownership or interlocking management, identity of interests among family members, shared facilities and equipment, and the common use of employees.

(b) The Offeror represents that it [ ___ ] has or [ ___ ] does not have an immediate owner. If the Offeror has more than one immediate owner (such as a joint venture), then the Offeror shall respond to paragraph (c) and if applicable, paragraph (d) of this provision for each participant in the joint venture.

(c) If the Offeror indicates ``has'' in paragraph (b) of this provision, enter the following information:

Immediate owner CAGE code:

Immediate owner legal name: ___

(Do not use a ``doing business as'' name)

Is the immediate owner owned or controlled by another entity?:

[ ___ ] Yes or [ ___ ] No.

(d) If the Offeror indicates ``yes'' in paragraph (c) of this provision, indicating that the immediate owner is owned or controlled by another entity, then enter the following information:

Highest-level owner CAGE code:

Highest-level owner legal name:

(Do not use a ``doing business as'' name)

(End of provision)

52.209-2 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC CORPORATIONS--

REPRESENTATION (NOV 2015)

(a) Definitions. Inverted domestic corporation and subsidiary have the meaning given in the clause of this contract entitled Prohibition on Contracting with Inverted Domestic Corporations (52.209-10).

(b) Government agencies are not permitted to use appropriated (or otherwise made available) funds for contracts with either an inverted domestic corporation, or a subsidiary of an inverted domestic corporation, unless the exception at 9.108-2(b) applies or the requirement is waived in accordance with the procedures at 9.108-4.

(c) Representation. The Offeror represents that--

(1) It [ ___ ] is, [ ___ ] is not an inverted domestic corporation; and

(2) It [ ___ ] is, [ ___ ] is not a subsidiary of an inverted domestic corporation.

52.209-11 REPRESENTATION BY CORPORATIONS REGARDING DELINQUENT TAX LIABILITY OR A

FELONY CONVICTION UNDER ANY FEDERAL LAW (FEB 2016)

(a) As required by sections 744 and 745 of Division E of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235), and similar provisions, if contained in subsequent appropriations acts, the Government will not enter into a contract with any corporation that--

(1) Has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability, where the awarding agency is aware of the unpaid tax liability, unless an agency has considered suspension or debarment of the corporation and made a determination that suspension or debarment is not necessary to protect the interests of the Government; or

(2) Was convicted of a felony criminal violation under any Federal law within the preceding 24 months, where the awarding agency is aware of the conviction, unless an agency has considered suspension or debarment of the corporation and made a determination that this action is not necessary to protect the interests of the Government.

(b) The Offeror represents that--

(1) It is [ ] is not [ ] a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability; and

(2) It is [ ] is not [ ] a corporation that was convicted of a felony criminal violation under a Federal law within the preceding 24 months.

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (JAN 2017)

ALTERNATE I (OCT 2014)

The offeror shall complete only paragraphs (b) of this provision if the Offeror has completed the annual representations and certification electronically via the System for Award Management (SAM) Web site located at https://www.sam.gov/portal . If the Offeror has not completed the annual representations and certifications electronically, the Offeror shall complete only paragraphs (c) through (u) of this provision.

(a) Definitions. As used in this provision--

“Administrative merits determination” means certain notices or findings of labor law violations issued by an enforcement agency following an investigation. An administrative merits determination may be final or be subject to appeal or further review. To determine whether a particular notice or finding is covered by this definition, it is necessary to consult section II.B. in the DOL Guidance.

“Arbitral award or decision” means an arbitrator or arbitral panel determination that a labor law violation occurred, or that enjoined or restrained a violation of labor law. It includes an award or decision that is not final or is subject to being confirmed, modified, or vacated by a court, and includes an award or decision resulting from private or confidential proceedings. To determine whether a particular award or decision is covered by this definition, it is necessary to consult section II.B. in the DOL Guidance.

“Civil judgment” means--

(1) In paragraph (h) of this provision: A judgment or finding of a civil offense by any court of competent jurisdiction.

(2) In paragraph (s) of this provision: Any judgment or order entered by any Federal or State court in which the court determined that a labor law violation occurred, or enjoined or restrained a violation of labor law. It includes a judgment or order that is not final or is subject to appeal. To determine whether a particular judgment or order is covered by this definition, it is necessary to consult section II.B. in the DOL Guidance.

“DOL Guidance” means the Department of Labor (DOL) Guidance entitled: ``Guidance for Executive Order 13673, `Fair Pay and Safe Workplaces' ''. The DOL Guidance, dated August 25, 2016, can be obtained from www.dol.gov/fairpayandsafeworkplaces.

“Economically disadvantaged women-owned small business (EDWOSB) concern” means a small business concern that is at least 51 percent directly and unconditionally owned by, and the management and daily business operations of which are controlled by, one or more women who are citizens of the United States and who are economically disadvantaged in accordance with 13 CFR part 127. It automatically qualifies as a women-owned small business eligible under the WOSB Program.

“Enforcement agency” means any agency granted authority to enforce the Federal labor laws. It includes the enforcement components of DOL (Wage and Hour Division, Office of Federal Contract Compliance Programs, and Occupational Safety and Health Administration), the Equal Employment Opportunity Commission, the occupational Safety and Health Review Commission, and the National Labor Relations Board. It also means a State agency designated to administer an OSHA-approved State Plan, but only to the extent that the State agency is acting in its capacity as administrator of such plan. It does not include other Federal agencies which, in their capacity as contracting agencies, conduct investigations of potential labor law violations. The enforcement agencies associated with each labor law under E.O. 13673 are--

(1) Department of Labor Wage and Hour Division (WHD) for--

(i) The Fair Labor Standards Act;

(ii) The Migrant and Seasonal Agricultural Worker Protection Act;

(iii) 40 U.S.C. chapter 31, subchapter IV, formerly known as the Davis-Bacon Act;

(iv) 41 U.S.C. chapter 67, formerly known as the Service Contract Act;

(v) The Family and Medical Leave Act; and

(vi) E.O. 13658 of February 12, 2014 (Establishing a Minimum Wage for Contractors);

(2) Department of Labor Occupational Safety and Health Administration (OSHA) for--

(i) The Occupational Safety and Health Act of 1970; and

(ii) OSHA-approved State Plans;

(3) Department of Labor Office of Federal Contract Compliance Programs (OFCCP) for--

(i) Section 503 of the Rehabilitation Act of 1973;

(ii) The Vietnam Era Veterans' Readjustment Assistance Act of 1972 and the Vietnam Era Veterans' Readjustment Assistance Act of 1974; and

(iii) E.O.