Solicitation - W912EF26QA072.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

c. CITY

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

IMPORTANT: This is a request for information and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

Section A - Solicitation/Contract Form

MNA Vertical Pump Storage PlatformInstrument Name:

Product Service Code : 5670

W912EF26QA072

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Quotes must be submitted in PDF format, via e-mail to the contract specialist Richard Bonnell at richard.

w.bonnell@usace.army.mil no later than 27 July 2026 by 1:00PM Pacific Standard Time. All question must be submitted to the contract specialist through email.

*** END OF NARRATIVE ***

Item Supplies/Service Quantity Unit Unit Price

Amount

0001 Platform Fabrication Product Service Code: 5670 North American Industry Classification System (NAICS): 332312 Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

DIVISION 01

GENERAL REQUIREMENTS

1.0 SCOPE OF WORK

The following specification pertains to the fabrication of a Navigation Lock Unwatering Pump Platform, grating and guardrails as shown in the contract drawings for delivery and offloading to McNary Dam and Reservoir (McNary Project), Umatilla, Oregon. The contractor shall also provide all fasteners and anchors listed in the associated contract drawings.

2.0 FABRICATED ASSEMBLIES - GENERAL REQUIREMENTS

- All components shall be equipped with the salient requirements listed herein. Any items not identified in this specification that are required for final assembly and installation shall be provided by the Contractor as part of their quote.

- All components shall not be modified to meet the functional and performance requirements of this specification, other than the addition of optional items. If any modifications are required to the structures as shown to meet the functional purposes of this contract, the contractor is to immediately notify the Contracting Officer (KO).

- All components shall be constructed of all new materials exhibiting no excessive corrosion. No used, returned, or excessively corroded components will be accepted as a part of this fabrication.

- All submittals designated for Government approval will be designated as approved or disapproved. The contractor shall not proceed with the scope of work the submittal pertains to until receiving a fully approved submittal.

- All fabricated assemblies, fasteners and anchors supplied under this contract shall be Galvanized meeting the salient requirements set forth below. The quantities of fasteners to be supplied can be found in the contract drawings.

3.0 GOVERNMENT SUPPORT

The Government will provide support as needed for offloading the assemblies, to include: crane with rigging, forklift, and dunnage for storage of components after arrival. Provide a written request for Government support at least fifteen (15) calendar days prior to delivery date.

4.0 SUBMITTAL PROCEDURES

Each submittal shall be submitted in PDF format, unless otherwise noted, via e-mail to the Government's point of contact provided after award.

The e-mail subject line shall be formatted as follows:

Contract #, Project Name, Submittal Name(s)

Submittal files too large to send via e-mail shall be submitted using the DoD SAFE website (https://safe.apps.mil).

Contact the Government's point of contact if this needs to be done. Official receipt of a transmittal begins the business day after the Government receives that transmission by e-mail or through the DoD SAFE website.

Each submittal shall include a cover containing the following information:

(1) Project title, contract number, and Contractor's name.

(2) Subcontractor, supplier, or manufacturer's name, as applicable

(3) Items being submitted.

The information listed above can be provided using an ENG Form 4025 or a locally generated document. A fillable ENG form 4025 will be provided after award.

4.1 Review Notations

Allow the Government thirty (30) calendar days to review submittals and for each resubmittal. The 30-day period shall commence at date of receipt of transmittals from the Contractor by the Government and the period shall end at date of signature of Approving Authority on the ENG Form 4025 or locally generated document.

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

4.1.1 Submittals marked with an action code of "A" are "approved" or "accepted" and authorize the Contractor to proceed with the work covered.

4.1.2 Submittals marked with an action code of "B" are "approved as noted on drawing", "approved except as noted on drawing", and authorize the Contractor to proceed with the work covered once they make the changes to the submittal provided, they take no exception to the corrections.

W912EF26QA072

https://safe.

4.1.3 Submittals marked with an action code of "C" are "accepted as noted, resubmission required", authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections. The Contractor shall resubmit with appropriate changes to address the Government notations.

4.1.4 Submittals marked with an action code of "E" are "disapproved", "not accepted", 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 or accepted.

4.1.5 Submittals marked with an action code of "F" are Submittals marked "receipt acknowledge" and will indicate submittal has been received but not necessarily reviewed by the Government.

Comments to these submittals may or may not be provided; however the Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

4.1.6 Submittals marked with an action code of "FX" are Submittals marked as "does not comply as noted with contract requirements" and indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes for Government approval or acceptance. No work shall proceed for this item until resubmittal is received.

4.2 Disapproved or Rejected Submittals

Make corrections required. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer.

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

4.3 Approved/Accepted Submittals

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

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for performing Quality Control to ensure the satisfactory fabrication of final product.

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

5.0 SHIPMENT AND DELIVERY

Protect material from dirt, oil, and other foreign matter. Protect material so that water is not permitted to collect and pool.

Employ handling methods that do not result in distortion or other damage to components during loading, shipment, and unloading, including damage from tiedowns particularly on edges of steel.

Notify the Government of delivery fifteen (15) days prior to shipment by providing the date & estimated time of arrival.

Shipments are only allowed during normal business hours of Monday - Thursday, 7:00 AM to 4:00 PM. No shipments shall be accepted on Federal Holidays. All shipments shall be delivered to the Washington side of McNary Dam at the address below:

McNary Lock and Dam

82790 Devore Road

Umatilla, OR 97882-1230

DIVISION 05

SECTION 05 05 23

STRUCTURAL WELDING

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

AWS QC1(2016) Specification for AWS Certification of Welding Inspectors

AWS Z49.1(2021) Safety in Welding and Cutting and Allied Processes

ASTM INTERNATIONAL (ASTM)

ASTM E165/E165M(2023) Standard Practice for Liquid Penetrant Examination for General Industry

ASTM E709(2015) Standard Guide for Magnetic Particle Examination

1.2 DEFINITIONS

1.2.1 Engineer of Record

As it is used in these specifications, "The Engineer" refers to the District Engineer of Record.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with the provided submittals procedures.

SD-01 Preconstruction Submittals

Qualifications of Welders and Welding Operators; G, ST

Welding Procedure Specifications (WPS) ; G, ST

Inspector Qualifications; G, ST

NDT Inspector Certification; G, ST

SD-06 Reports

Test and Inspection Report(s); I, ST

1.4 QUALITY CONTROL

Maintain an inspection system and perform required inspections. Submit Test and Inspection Report(s) for each weld examination. Document nonconformances in writing and submit a Nonconformance Report documenting any deviation from approved shop drawings, code, and/or specifications.

1.4.1 Qualifications of Welders and Welding Operators

Submit welder, welding operator and tacker qualification certification for each welder, welding operator or tack welder for approval before fabrication is commenced. An AWS Certified Welding Inspector (CWI) meeting the specified qualifications must approve all welder qualifications. Limit welders, welding operators, and tack welders to welding procedures for which they are certified. The company employing the welder must certify by signature that the welder has passed all code required testing and meets the requirements for certification. Prepare, weld, and test welds in accordance with the requirements of AWS D1.1/D1.1M. Before assigning any welder, welding operator, or tacker to work under this contract, submit the names and certification that each individual is qualified as specified. State 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, the name of the firm and person certifying the qualification tests on the certification, and if over 6-month since qualified include the continuity log that demonstrates the welder has welding per the certification. Keep the certification current for the duration of the contract. Submit welder and welding operator qualification test records on forms similar or equivalent to the sample forms in AWS D1.1/D1.1M. All welders must be qualified in accordance with the Qualification Clause of AWS D1.1/D1.1M. Verify all qualifications are current prior to commencing any work.

Submit a log for each welder showing that he/she is current in the process and procedures being proposed for this work.

1.4.2 Inspector Qualifications

All weld inspectors, performing weld inspection in accordance with these specifications, must be currently qualified and certified in conformance with AWS QC1. The Contractor must provide an AWS Certified Welding Inspector (CWI) as the primary point of contact for quality control of welding. When several CWI and NDT technicians are working, one primary individual must be designated as having primary responsibility for all quality control in accordance with AWS D1.1/D1.1M and this specification. Non-certified inspectors and certified associate weld inspectors (CAWI) must not be used for inspection under these specifications.

Submit level II qualification / certification documentation in a format similar to Appendix C: Sample Certification Form ANSI/ASNT CP-189.

1.4.3 NDT Inspector Certification

Personnel performing nondestructive testing must be qualified as specified. Only individuals qualified for NDT Level II or Level III may perform nondestructive testing. The Level III NDT inspector who supervises all NDT must possess a currently valid American Society for Nondestructive Testing (ASNT) Level III certificate for each of the processes for which they are qualified. Include copies of the NDT inspector certifications, including the ASNT certificate of Level III NDT Technician that certified the Level II Technicians in the submittals.

PART 2 PRODUCTS

2.1 Welding Procedure Specifications (WPS)

Submit Welding Procedure Specifications (WPS), with supporting Procedure Qualification Records (PQR) and all supporting test documentation on forms similar or equivalent to the sample forms found in AWS D1.1/D1.1M, for each weld even if the procedure is considered prequalified.

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Surface Preparation

Prepare all surfaces to be welded in conformance with AWS D1.1/1.1M

All welding shall be performed per AWS D1.1/D1.1M. Minimum 70ksi electrodes.

3.1.2 Welding Equipment

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

3.1.3 Preheat

Preheat will be in accordance with AWS D1.1/D1.1M, and this specification. Do not weld at an ambient temperature below 32 degrees F, or when moisture is present in the area of welding. Do not weld in wind greater than 5 mph or when the surfaces are wet or exposed to precipitation. Verify the minimum temperature of the base metal in the area of welding and adjacent to welding. If the temperature is below 32 degrees, pre-heat to 100 deg before welding.

3.2 INSPECTION

3.2.1 Inspection/Nondestructive Examination (NDE)

3.2.1.1 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 Government. Additional testing and inspection as determined by the Government may be done by the Government at the Government's expense.

When doubt exists as to the soundness of any material part; such part may be subjected to any form of nondestructive testing that will thoroughly investigate the part in question as determined by the Government. Any defects may be cause for rejection and rejected parts are required to be replaced and retested at the Contractor's expense.

After weld joints have been satisfactorily completed by the Contractor and accepted by the Government, clean the joint area to a bright, unpitted, and unscarred surface and protect in accordance with the applicable Contract documents.

3.2.1.2 Non-Destructive Examination (NDE)

Perform NDE examination/inspection of structural steel weldments as required below.

Submit all NDE reports as Test and Inspection Reports.

a. Visual Inspection (VT)

All visual examination of completed welds shall be cleaned and carefully examined for insufficient throat or leg sizes, cracks, undercutting, overlap, excessive convexity or reinforcement and other surface defects to ensure compliance with the requirements of AWS D1.1/D1.1M.

Enhance Visual Inspection (VT) for cracks and other discontinuities with a magnifying lens of 5X or 10X power wherever required to discern indications or defects otherwise not clear. Measure size and contour of welds with suitable gages.

b. Magnetic Particle Inspection (MT)

Making, evaluating, and reporting magnetic particle testing of welds shall conform to the applicable provisions of

ASTM E709.

c. Liquid Penetrant Inspection (PT)

Perform Liquid Penetrant Inspection (PT) all welded connections in accordance with ASTM E165/E165M.

d. Welds to be Subject to Nondestructive Examination

(1) One hundred (100) percent of completed welds must be cleaned and visually inspected to ensure compliance with the requirements of AWS D1.1/D1.1M.

(2) Twenty-five (25) percent of all fillet welds must be randomly selected for magnetic particle or dye penetrant testing.

3.2.2 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 approved shop drawings.

3.2.3 Government Acceptance and Testing

When the soundness of any weld is suspected of being deficient, due to faulty welding or stresses that might occur during shipment or erection, the Government reserves the right to perform nondestructive supplemental examinations before final acceptance. The cost of such inspection will be borne by the Government if welds pass the nondestructive inspections. If welds are found to be defective, Contractor must repair the defective work. Retest repaired defective work by the same test method that located the defect at the Contractor's expense.

3.2.4 Corrections and Repairs

3.2.4.1 Welded Joint Repair

If inspection or testing indicates defects in the weld joints, repair defective welds using a qualified welder or welding operator as applicable. Make corrections in accordance with the requirements of AWS D1.1/D1.1M, the approved repair procedures, and the specifications. 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 for the original welds.

SECTION 05 50 14

STRUCTURAL METAL FABRICATION

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A572/A572M Standard Specification for High-Strength Low-Alloy Columbium Steels

ASTM A992/A992M Standard Specification for Steel for Structural Shapes for Use in Building Framing

ASTM A500/A500M Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Tubing in Rounds and Shapes

ASTM F3125/F3125M Standard Specification for High Strength Structural bolts, Steel and Alloy Steel

ASTM A563 Standard Specification for Carbon and Alloy Steel Nuts

ASTM A123/A123M Standard Specification for Zinc (Hot-Dip Galvanized)

ASTM A780/A780M Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM E709 Standard Guide for Magnetic Particle Testing

ASTM E165/E165M Standard Practice for Liquid Penetrant Testing for General Industry

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

RCSC S348 (2014; Errata 2015) RCSC Specification for Structural Joints Using High-strength Bolts

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals having an "I" designation are for information only. A designation following the "G", or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with the provided submittal procedures.

Each pre-construction submittal will include shop drawings, product data, and manufacturer's instructions.

Submit pre-construction submittals within 15 calendar days of Notice of Award.

SD-01 Preconstruction Submittals

Shop Drawings; G, ST

Quality Assurance (QA) Witness Points; G, ST

Certified Mill Test Reports, G, ST

SD-06 Test Reports

Control Dimensions Report; I

1.3 SHOP DRAWINGS

The Contractor shall submit shop drawings that include complete information for the fabrication of all components, including welds, member sizes and lengths, connection details, blocks, copes, and cuts. Use AWS A2.4 standard welding symbols. Clearly highlight any deviations from the details shown on the contract drawings highlighted on the shop drawings. Explain the reasons for any deviations from the contract drawings.

Shop drawings shall be submitted in PDF and their native file format. The Government developed the contract drawings using Autodesk Inventor. Those files are available to the Contractor upon request after award. Provide a table containing a list of all members and a reference to each material certificate and test report that applies to that member.

Elements of fabricated items inadvertently omitted on contract drawings are to be returned to the Engineer of Record for detailing or be detailed by the fabricator and so indicated on the shop drawings. Cloud all details developed by the fabricator on the shop drawings for separate approval by the Engineer of Record.

1.4 QUALITY ASSURANCE

1.4.1 Prefabrication Conference

Coordinate with the Government and establish the date of the Pre-Fabrication Meeting. The meeting will be held at the Fabrication Plant or virtual after fabrication shop drawings have been approved AND at least one (1) week prior to fabrication. The Contractor shall include in the Prefabrication conference, discussing at a minimum, the

Contractor's plan on executing the work, schedule, and plan for implementing safety and quality control. The Government will have key members available to discuss any issues. Key members of the Contractor staff shall attend this meeting including the Quality Control (QC) System Manager, and any other members determined by the Government to be required.

1.4.2 Quality Assurance (QA) Witness Points

Work with the Government to establish Witness Points for the Initial QA Inspection, Intermediate QA Inspection, and Final Inspection at the prefabrication meeting and submit a record of all witness points.

Determine the extent of completion and details and the date of the Initial QA Inspection by the Government at the prefabrication meeting. Give the Government two (2) week notice prior to the predetermined date for the Initial QA Inspection, including adjustments for changes in schedule.

Intermediate QA Inspections will be conducted on an as needed basis and at the discretion of the Government.

At these stages of construction, give the Government two (2) week notice to inspect fabricated items. Do not begin the QA Inspection period until a minimum period of 24 hours after any welding.

After the Government has inspected items, make any changes required to the structure before proceeding with any additional welding. Proceed with the fabrication until the next witness point is reached, unless it is waived in writing by the Government.

Schedule and coordinate with the Government final fabrication inspections of all components. Note that witness points are scheduled inspections; however, the Government may decide to conduct additional QA inspections throughout fabrication. The Contractor and Fabricator shall allow Government access to conduct QA inspections anytime.

For the final witness point, a fit-up test of the platform is required before shipping to ensure each piece and assembly fits together. This will include all connections, except for the field welds.

Initial QA

All materials processed and substantial fit up of components.

Intermediate Inspections

Random inspections.

After fabrication and NDT, but prior to galvanizing.

Final QA

Fit up test after complete assembly, prior to dissembling for shipment.

PART 2 PRODUCTS

2.1 MATERIAL AND DOCUMENTATION RECORDS

Provide Certified Mill Test reports.

2.2 COMPONENTS

2.2.1 Wide Flange

All wide flange sections shall conform to ASTM A992, Galvanized per ASTM A123.

2.2.2 Hollow Structural Section (HSS)

All hollow structural sections shall conform to ASTM A500, Gr C, Galvanized per ASTM A123.

2.2.3 Pipe

All pipe sections shall conform to ASTM A53, Gr B or A500, Gr C, Galvanized per ASTM A123.

2.2.4 Angle

All angle sections shall conform to ASTM A36, Galvanized per ASTM A123.

2.2.5 Mechanical Anchors

Mechanical anchors shall be used for beam seat connections, as shown in the contract drawings shall contain the following minimum salient characteristics:

1. Approved for cracked concrete installation conditions.

2. Approved by ACI 355.2

3. Mechanically Galvanized per ASTM B695, Class 65

Anchor diameters and lengths shall be as indicated on the contract drawings. The Contractor shall submit the Manufacturer's Published Installation Instructions (MPII) describing hole drilling, cleaning, preparation, and installation procedures.

Pre-approved product includes:

Simpson Strong-Tie, Titen HD Hex Head Mechanically Galvanized

Hilti Kwik HUS EZ (KH-EZ)

2.2.6 Adhesive Anchors

Adhesive anchors shall be used for column base plate connections, as shown in the contract drawings shall contain the following minimum salient characteristics:

1. Approved for cracked concrete installation conditions.

2. Approved by ACI 355.4.

3. Anchors shall conform to ASTM F1554, Grade 36.

4. Anchors shall be galvanized in accordance with ASTM F2329.

Nuts and washers shall be provided per manufacturer recommendation. Anchor diameters and lengths shall be as indicated on the contract drawings. The Contractor shall submit the Manufacturer's Published Installation Instructions (MPII) describing hole drilling, cleaning, preparation, and installation procedures.

Pre-approved product includes:

(a) Simpson Strong-Tie, SET-3G

(b) Simpson Strong-Tie, SET AT-XP

(c) Hilti HIT-HY 200 V3 + HAS-V-36

(d) Hilti HIT-RE 500 V3 + HAS-V-36

2.2.7 Fasteners

All bolts shall conform to ASTM F3125, Grade A325, Type 1, Heavy Hex, Galvanized per ASTM F2329.

All nuts shall conform to ASTM A563, Gr. DH, Galvanized and Lubricated.

All washers shall conform to ASTM F436, Type 1; Galvanized per ASTM F2329.

Galvanized bolts and nuts shall come from the same manufacture. Galvanized bolts and nuts shall be shipped and stored in a sealed container.

PART 3 EXECUTION

3.1 FABRICATION

3.1.1 Structural Fabrication

a. Material must be straight before being laid off or worked. If necessary, straighten by methods that will not impair the metal. Sharp kinks or bends are cause for rejection of the material. Make bends by approved dies, press brakes or bending rolls. Finished members must be free of twists, bends, and open joints.

b. Break all cut edges and corners with 1/16-inch radius to eliminate sharp edges. Bolts, nuts, and screws must be snug tight.

3.1.2 Dimensional Tolerances for Structural Work

The overall dimensions of an assembled structural unit are required to be within the tolerances indicated on as specified for the item of work. For dimensions less than 8 feet, dimensions shall be within +/- 1/16 inch of dimensions shown on the drawing. For dimensions greater than or equal to 8 feet and up to 20 feet, dimensions shall be within +/- 1/8 inch of dimensions shown on the drawing.

3.2 BOLTED CONNECTIONS

3.2.1 General

3.2.2.1 Bolted Structural Steel Connections

Provide bolts, nuts, and washers of the type specified or indicated. Equip all nuts with washers. Bolt holes must be accurately located, smooth, perpendicular to the member, and cylindrical.

3.3.3 Unfinished Surfaces

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

3.2 GALVANIZING

All steel components in the drawings shall be hot dip galvanized in accordance with ASTM A123/A123M unless otherwise stated. Add zinc plugs to fill hot dip galvanizing vent holes, but do not plug weep holes. Verify all zinc plugs are installed prior to shipment.

Repair damaged surfaces with a galvanizing repair method conforming to ASTM A780/A780M.

3.3 CONTROL DIMENSIONS REPORT

After galvanizing and final fit up test assembly, but prior to shipment, record and submit control dimensions report of the actual fabricated dimensions, for each component. The control dimensions are required to be witnessed by a Government representative. Provide at least 30 calendar days' notice to the Government prior to the control dimensions test. Record the most adverse tolerance dimension within the control dimension chart.

Take control dimensions with the components suspended in the vertical position. Correct disclosed defects at no cost to the Government. Perform retesting after defects are corrected.

3.4 WARRANTY

Each assembly shall be covered by a minimum one-year warranty on all parts, labor, and workmanship from factory defects.

---END OF SECTION---

*** END OF NARRATIVE ***

Requirements The US Army Corps of Engineers, Walla Walla District is seeking sources to supply Navigation Lock Unwatering Pump Platform elements for McNary Dam. This will be a firm-fixed-price supply contract, with payment once items are received and accepted. No progress payments will be made for this supply contract.

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Full Text

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.246-11 Higher-Level Contract Quality Requirement.

2014-12

Higher-Level Contract Quality Requirement (Dec 2014)

The Contractor shall comply with the higher-level quality standard(s) listed below.(a)

(1) The fabrication facility shall provide welders that are certified in the types of welding required by the technical specifications as outlined below. (i) American Welding Society (AWS) D1.1/D1.1M: Structural Welding Code - Steel-Submit Welder, Welding Operator, Or Tack on forms similar/equivalent to the sample forms Welder Performance Qualification Test Record found in AWS D1.1/D1.1M with all pertinent data filled out.

(2) The fabrication facility shall provide certified weld inspectors. Inspectors must be qualified and certified in conformance with AWS QC1 to a level of CWI or SCWI. The inspectors must be certified/endorsed prior to award of this contract and must remain certified/endorsed for the duration of this contract. -Submit AWS Certification of Welding Inspectors.

(3) The fabrication facility shall have a current Welding Procedure Specification (WPS) with supporting Procedure Qualification Record (PQR) for the specific welding process to be used as required by the technical specifications and outlined below. (i) American Welding Society (AWS) D1.1/D1.1M: Structural Welding Code - Steel-Submit Welding Procedure Specification on forms similar/equivalent to the sample (WPS) and Procedure Qualification Record (PQR) forms found in AWS D1.1/D1.1M with all pertinent data filled out.

The Contractor shall include applicable requirements of the higher-level quality standard(s) (b) listed in paragraph (a) of this clause and the requirement to flow down such standards, as applicable, to lower-tier subcontracts, in-

Any subcontract for critical and complex items (see 46.203(b) and (c)); or(1)

When the technical requirements of a subcontract require-(2)

Control of such things as design, work operations, in-process control, testing, and inspection; (i) or

Attention to such factors as organization, planning, work instructions, documentation control, (ii) and advanced metrology.

(End of clause)

Overall Contract Inspection/Acceptance Locations

0001 Inspection and Acceptance Location

Both Destination Instructions: See Specifications

DoDAAC: 960401 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

WALLA WALLA DISTRICT MCNARY WHSE, 82790 DEVORE RD

UMATILLA, OR 97882

UNITED STATES

Section F - Deliveries or Performance

0001 Delivery Schedule Delivery On Or Before Delivery Date 30 Nov 2026

1 JobQuantity

Address and POC Place of Performance DoDAAC: 960401 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

WALLA WALLA DISTRICT MCNARY WHSE, 82790 DEVORE RD UMATILLA, OR

97882 UNITED STATES

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.242-17 Government Delay of Work. 1984-04

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports.

2018-12

Section I - Contract Clauses

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements.

2017-01

52.204-13 System for Award Management- Maintenance. (Deviation 2026- O0038)

2026-02

52.204-19 Incorporation by Reference of Representations and Certifications.

2014-12

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, Proposed for Debarment, or Voluntarily Excluded. (Deviation 2026- O0038)

2026-02

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations.

(Deviation 2026-O0038)

2026-02

52.211-5 Material Requirements.

(Deviation 2026-O0038)

2026-02

52.213-4 Terms and Conditions-Simplified Acquisitions (Noncommercial).

(Deviation 2026-O0038)

2026-02

52.219-6 Notice of Total Small Business 2026-02

Set-Aside. (Deviation 2026- O0038)

52.222-3 Convict Labor. (Deviation 2026- O0038)

2026-02

52.222-20 Contracts for Materials, Supplies, Articles, and Equipment.

(Deviation 2026-O0038)

2026-02

52.222-50 Combating Trafficking in Persons. (Deviation 2026-O0038)

2026-02

52.223-23 Sustainable Products. (Deviation 2026-O0038)

2026-02

52.226-8 Encouraging Contractor Policies to Ban Text Messaging While Driving.

2024-05

52.232-1 Payments. 1984-04

52.232-8 Discounts for Prompt Payment. 2002-02

52.232-11 Extras. 1984-04

52.232-25 Prompt Payment. 2017-01

52.232-33 Payment by Electronic Funds Transfer-System for Award Management.

2018-10

52.232-39 Unenforceability of Unauthorized Obligations.

2013-06

52.232-40 Providing Accelerated Payments to Small Business Subcontractors.

2023-03

52.233-1 Disputes. (Deviation 2026- 2026-02

52.233-3 Protest after Award. (Deviation 2026-O0038)

2026-02

52.233-4 Applicable Law for Breach of Contract Claim. (Deviation 2026- O0038)

2026-02

52.240-91 Security Prohibitions and Exclusions. (Deviation 2026- O0038)

2026-02

52.243-1 Changes-Fixed-Price. (Deviation 2026-O0038)

2026-02

52.247-68 Report of Shipment (REPSHIP). 2006-02

52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short Form).

1984-04

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.203-7000 Requirements Relating to Compensation of Former DoD Officials.

2011-09

252.203-7002 Requirement to Inform Employees of Whistleblower Rights.

2022-12

252.204-7003 Control of Government Personnel Work Product.

1992-04

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting.

2024-05

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services.

2023-01

252.223-7008 Prohibition of Hexavalent Chromium.

2023-01

252.225-7001 Buy American and Balance of Payments Program.

2024-02

252.225-7002 Qualifying Country Sources as Subcontractors.

2022-03

252.225-7048 Export-Controlled Items. 2013-06

252.225-7056 Prohibition Regarding Business Operations with the Maduro Regime.

2023-01

252.232-7010 Levies on Contract Payments. 2006-12

252.243-7001 Pricing of Contract Modifications. 1991-12

FAR Clauses Incorporated by Full Text

Date

Alternate Deviation

Variation Effective Date

52.209-1 Qualification Requirements.

(Deviation 2026-O0038)

2026-02

Qualification Requirements (Feb 2026) (Deviation 2026-O0038)

(a) Definition. As used in this clause-

Qualification requirement means a Government requirement for testing or other quality assurance demonstration that must be completed before award.

(b) One or more qualification requirements apply to the supplies or services covered by this contract. For those supplies or services requiring qualification, whether the covered product or service is an end item under this contract or simply a component of an end item, the product, manufacturer, or source must have demonstrated that it meets the standards prescribed for qualification before award of this contract. The product, manufacturer, or source must be qualified at the time of award whether or not the name of the product, manufacturer, or source is actually included on a qualified products list, qualified manufacturers list, or qualified bidders list. Offerors should contact the agency activity designated below to obtain all requirements that they or their products or services, or their subcontractors or their products or services, must satisfy to become qualified and to arrange for an opportunity to demonstrate their abilities to meet the standards specified for qualification.

(Name) ____

(Address) ____

(c) If an offeror, manufacturer, source, product or service covered by a qualification requirement has already met the standards specified, the relevant information noted below should be provided.

Offeror's Name ____

Manufacturer's Name____

Source's Name ____

Item Name ____

Service Identification ____

Test Number ____ (to the extent known)

(d) Even though a product or service subject to a qualification requirement is not itself an end item under this contract, the product, manufacturer, or source must nevertheless be qualified at the time of award of this contract. This is necessary whether the Contractor or a subcontractor will ultimately provide the product or service in question. If, after award, the Contracting Officer discovers that an applicable qualification requirement was not in fact met at the time of award, the Contracting Officer may either terminate this contract for default or allow performance to continue if adequate consideration is offered and the action is determined to be otherwise in the Government's best interests.

(e) If an offeror, manufacturer, source, product or service has met the qualification requirement but is not yet on a qualified products list, qualified manufacturers list, or qualified bidders list, the offeror must submit evidence of qualification prior to award of this contract. Unless determined to be in the Government's interest, award of this contract will not be delayed to permit an offeror to submit evidence of qualification.

(f) Any change in location or ownership of the plant where a previously qualified product or service was manufactured or performed requires reevaluation of the qualification. Similarly, any change in location or ownership of a previously qualified manufacturer or source requires reevaluation of the qualification. The reevaluation must be accomplished before the date of award.

52.219-28 Postaward Small Business Program Rerepresentation.

(Deviation 2026-O0038)

2026-02

Postaward Small Business Program Rerepresentation (Feb 2026) (Deviation 2026-O0038)

(a) Definitions. As used in this clause-

Long-term contract means a contract of more than five years in duration, including options.

However, the term does not include contracts that exceed five years in duration because the period of performance has been extended for a cumulative period not to exceed six months under the clause at 52.217-8, Option to Extend Services, or other appropriate authority.

Small business concern-

(1) Means a concern, including its affiliates, that is independently owned and operated, not dominant in its field of operation, and qualified as a small business under the criteria in 13 CFR part 121 and the size standard in paragraph (c) of this clause.

(2) Affiliates, as used in this definition, means business concerns, one of whom directly or indirectly controls or has the power to control the others, or a third party or parties control or have the power to control the others. In determining whether affiliation exists, consideration is given to all appropriate factors including common ownership, common management, and contractual relationships. SBA determines affiliation based on the factors set forth at 13 CFR 121.103.

(b) If the Contractor represented that it was a small business concern, a small disadvantaged business concern, or a joint venture that was any of the small business concerns identified in 19.000(a)(3) prior to award of this contract, the Contractor shall rerepresent its size and socioeconomic status according to paragraph (e) of this clause or, if applicable, paragraph (g) of this clause, upon occurrence of any of the following:

(1) Within 30 days after execution of a novation agreement or within 30 days after modification of the contract to include this clause, if the novation agreement was executed prior to inclusion of this clause in the contract.

(2) Within 30 days after a merger or acquisition that does not require a novation or within 30 days after modification of the contract to include this clause, if the merger or acquisition occurred prior to inclusion of this clause in the contract.

(3) For long-term contracts-

(i) Within 60 to 120 days prior to the end of the fifth year of the contract; and

(ii) Within 60 to 120 days prior to the date specified in the contract for exercising any option thereafter.

(c) The Contractor shall rerepresent its size status in accordance with the size standard in effect at the time of this rerepresentation that corresponds to the North American Industry Classification System (NAICS) code(s) assigned to this contract. The small business size standard corresponding to this NAICS code(s) can be found at https://www.sba.gov/document /support--table-size-standards.

(d) The small business size standard for a Contractor providing an end item that it does not manufacture, process, or produce itself, for a contract other than a construction or service contract, is 500 employees, or 150 employees for information technology value-added resellers under NAICS code 541519, if the acquisition-

(1) Was set aside for small business and has a value above the simplified acquisition threshold;

(2) Used the HUBZone price evaluation preference regardless of dollar value, unless the Contractor waived the price evaluation preference; or

(3) Was an 8(a), HUBZone, service-disabled veteran-owned, economically disadvantaged women-owned, or women-owned small business set-aside or sole-source award regardless of dollar value.

(e) Except as provided in paragraph (g) of this clause, the Contractor shall make the representation(s) required by paragraph (b) of this clause by validating or updating all its representations in the Representations and Certifications section of the System for Award Management (SAM) and its other data in SAM, as necessary, to ensure that they reflect the Contractor's current status. The Contractor shall notify the contracting officer in writing within the timeframes specified in paragraph (b) of this clause, that the data have been validated or updated, and provide the date of the validation or update.

(f) If the Contractor represented that it was other than a small business concern prior to award of this contract, the Contractor may, but is not required to, take the actions required by paragraphs (e) or (g) of this clause.

(g) If the Contractor does not have representations and certifications in SAM, or does not have a representation in SAM for the NAICS code applicable to this contract, the Contractor is required to complete the following rerepresentation and submit it to the contracting office, along with the contract number and the date on which the rerepresentation was completed:

(1) The Contractor represents that it [ ] is, [ ] is not a small business concern under ____NAICS Code assigned to ____contract number.

(2) [Complete only if the Contractor represented itself as a small business concern in paragraph (g)(1) of this clause.] The Contractor represents that it [ ] is, [ ] is not, a small disadvantaged business concern as defined in 13 CFR 124.1001.

(3) Women-owned small business (WOSB) joint venture eligible under the WOSB Program. The Contractor represents that it [ ] is, [ ] is not a joint venture that complies with the requirements of 13 CFR 127.506(a) through (c). [____The Contractor shall enter the name and unique entity identifier of each party to the joint venture: __.]

(4) Economically disadvantaged women-owned small business (EDWOSB) joint venture. The Contractor represents that it [ ] is, [ ] is not a joint venture that complies with the requirements of 13 CFR 127.506(a) through (c). [____The Contractor shall enter the name and unique entity identifier of each party to the joint venture: __ .]

(5) Service-disabled veteran-owned small business (SDVOSB) joint venture eligible under the SDVOSB Program. The Contractor represents that it [ ] is, [ ] is not an SDVOSB joint venture eligible under the SDVOSB Program that complies with the requirements of 13 CFR 128.402.

[____The Contractor shall enter the name and unique entity identifier of each party to the joint venture: __.]

(6) HUBZone joint venture eligible under the HUBZone Program.[ Complete only if the offeror is a HUBZone small business concern. ] The offeror represents, as part of its offer, that It [ ] is, [ ] is not a HUBZone joint venture that complies with the requirements of 13 CFR 126.616(a) through (c). [____The Contractor shall enter the name and unique entity identifier of each party to the joint venture: .] Each HUBZone small business concern participating in the HUBZone joint venture must be certified as a HUBZone concern. [____Contractor to sign and date and insert authorized signer's name and title.]

52.252-2 Clauses Incorporated by Reference.

1998-02

Clauses Incorporated By Reference (Feb 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov

(End of clause)

52.252-6 Authorized Deviations in Clauses. 2020-11

Authorized Deviations in Clauses (Nov 2020)

The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR (a) Chapter 1) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the clause.

The use in this solicitation or contract of any Defense Federal Acquisition Regulation (b) Supplement (48 CFR Chapter 2) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

Section K - Representations, Certification, & Other Statements

FAR Provisions Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.240-90 Security Prohibitions and Exclusions Representations and Certifications. (Deviation 2026-

2026-02

DFARS Provisions Incorporated by Reference

Date

Alternate Deviation

Variation Effective Date

252.203-7005 Representation Relating to Compensation of Former DoD Officials.

2022-09

252.204-7008 Compliance with Safeguarding Covered Defense Information Controls.

2016-10

252.219-7000 Advancing Small Business Growth.

2023-06

252.225-7055 Representation Regarding Business Operations with the Maduro Regime.

2022-05

252.225-7059 Prohibition on Certain Procurements from the Xinjiang Uyghur Autonomous Region- Representation.

2023-06

FAR Provisions Incorporated by Full Text

Date

Alternate Deviation

Variation Effective Date

52.219-1 Small Business Program Representations. (Deviation 2026-O0038)

2026-02

Small Business Program Representations (Feb 2026) (Deviation 2026-O0038)

(a) . As used in this provision-Definitions

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, and the concern is certified by SBA or an approved third-party certifier in accordance with 13 CFR 127.300.