Amendment A003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 07/29/2026 N/A See Block 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056726B000003

9B. DATED (SEE ITEM 11)

07/01/2026

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project No. MT PRAIRIE 2016(3)

Project Name: Milwaukee Bridge Resurfacing and Replacement

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 07-29-2026 Project No. MT PRAIRIE 2016(3)

Solicitation No. 69056726B000003 Project Name: Milwaukee Bridge Resurfacing and Replacement

REVISIONS ARE AS FOLLOWS:

NOTICE TO BIDDERS

Page A-5, Block 11. Revises Fixed Completion Date from 09/30/2027 to 11/15/2027

SPECIAL CONTRACT REQUIREMENTS

Page F-14, Subsection 555.03A, Design Steel Grid Deck, Revises language bridge to steel grid deck.

PLANS

Plan sheet # A.2

Plan sheet # H.5a

Adds Plan Sheet H.5a to Sheet Index

Adds new plan sheet H.5a TEMPORARY TRAFIC CONTROL

RIVER TRAFFIC

ENCLOSURES

Pages:

A-5

F-14

Plan Sheets:

A.2

H.5a

A-5

Continuation SF 1442

Project: MT PRAIRIE 2016(3), Milwaukee Bridge Resurfacing and Rehabilitation

Block 9 FOR GENERAL INFORMATION, call 360.619.7520 from the hours of 8:00 a.m. to

4:00 p.m. local time or e-mail us at wfl.contracts@dot.gov.

FOR TECHNICAL INFORMATION (plan and specification questions only), requests for technical information about this project will only be accepted in writing.

Submit questions via e-mail at wfl.plans-spec@dot.gov.

QUESTIONS/ANSWERS POSTED ONLINE. You can view questions and answers on the Contract Opportunities Website SAM.gov.

• Insert the solicitation number in search box.

• Scroll to the project.

• Make sure you are on the most recent view and look in the right section of the page for the most recent Q&A document.

FOR DAVIS-BACON WAGE RATE INFORMATION go to the U.S. Department of

Labor, Branch of Construction Wage Determinations Website:

https://www.dol.gov/agencies/whd/government-contracts/construction.

FOR PHYSICAL DATA, See Subsection 102.02A in the Special Contract

Requirements for listing of available data. Physical Data will be posted with the solicitation on the SAM.gov website.

FOR BID RESULTS, the bid opening summary will be posted on the Contract

Opportunities Website SAM.gov shortly after bid opening. Bid tabulations will be available on SAM.gov approximately 3 working days after the bid opening.

Block 11 COMPLETION DATE: The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 04/13/2027 09/30/2027 11/15/2027, subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 10/08/2026. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

Work shall be completed on or before the date specified above, subject to such extensions as may be authorized by the terms of the contract and the specifications made a part thereof.

Block 12A PERFORMANCE & PAYMENT BONDS: See FAR Clause, 52.228-15, Performance and Payment Bonds - Construction (clauses begin on page C-1) and Subsection 102.06 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway

Projects, FP-14, U.S. Customary Units.

Block 13A BID OPENING: Video call link: https://meet.google.com/whg-zqfh-bno Or dial: (US)

4090-500-+1 720 PIN: 520 245 864#

Revised by Amendment A001

Revised by Amendment A003 mailto:wfl.contracts@dot.gov mailto:wfl.plans-spec@dot.gov https://sam.gov/content/home https://www.dol.gov/agencies/whd/government-contracts/construction https://sam.gov/content/home https://sam.gov/content/home https://sam.gov/content/home https://meet.google.com/whg-zqfh-bno

F-14 DIVISION 550

Special Contract Requirements Project: MT PRAIRIE 2016(3), Milwaukee Bridge Resurfacing and Rehabilitation

Revised by Amendment A003

Section 555. — STEEL STRUCTURES

11/01/24–FP14

Description

555.01 Add the following:

This work also consists of providing a fully engineered steel grid deck for vehicular traffic. It includes designing, furnishing, fabricating, delivering, and erecting the bridge steel grid deck components.

Construction Requirements

555.03A Design Steel Grid Deck (Added Subsection).

(a) Design features. Perform structural design of the steel grid deck by or under the direct supervision of a Licensed Professional Engineer and registered in the State of Montana.

Design and fabricate the bridge steel grid deck such that the components may be assembled in the field with basic tools and skills. Make all field connections using high strength bolts.

Provide deck layout and details as shown on the Plans.

(b) Do not begin fabrication until shop drawings and calculations are approved. Submit the following:

(1) Welder qualification and welding procedures according to AWS D1.5.

(2) Design calculations. Prepare design calculations for the steel grid decking system that meet the following:

(a) Design in accordance with AASHTO LRFD Bridge Design Specifications, 9th Edition, 2020 for metal decks.

(b) Design live load of HL-93. Maximum Dynamic Load Allowance (impact), IM = 33 percent, applied to design truck only.

(c) Design in accordance with applicable fatigue requirements.

(d) Design of any formwork or falsework that will be welded or otherwise connected to the steel grid decking.

(c) Shop drawings. Submit shop drawings to show product details, bridge plan, profiles, joining method, fastening details, adjacent construction interfaces, dimensions prior to fabrication and installation, and all other information necessary to fabricate and install the product. Include lifting locations and procedures.