Amendment A004.pdf

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Attached to
WA FLAP SKAMAN 92135(1), Wind River Road Slide Reconstruction
Solicitation number
69056725B000013
Issued by

About this file

This is an Amendment of Solicitation/Modification of Contract (Standard Form 30) issued by the Department of Transportation Federal Highway Administration for solicitation number 69056725B000013, effective January 27, 2026. The amendment number is A004 and applies to the WA FLAP SKAMAN 92135(1) Wind River Road Slide Reconstruction project. The amendment modifies Special Contract Requirements, specifically Section 255 concerning Mechanically-Stabilized Earth Walls on page F-3 of the solicitation documents. No deadline extension is granted for offer submission; offerors must acknowledge receipt of this amendment prior to the original deadline or their offers may be rejected.

The amendment revises construction requirements for mechanically-stabilized earth walls by requiring powder coating application to all galvanized steel surfaces per Section 563, modifying wall erection footnote calculations to specify that a 65-foot wall height should multiply the base value by 6.5, establishing backfilling requirements that gabion rock larger than the welded wire opening dimension be used within 18 inches of the wall face and consolidated by rodding or approved means, and updating acceptance criteria to evaluate select granular backfill under Subsections 106.02 and 106.04 and coating under Section 563. The amendment deletes and replaces Table 255-2 in the original solicitation. All other terms and conditions of the original solicitation remain unchanged and in full force and effect.

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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)

A004 01/27/2026 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

69056725B000013

9B. DATED (SEE ITEM 11)

12/30/2025

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.)

WA FLAP SKAMAN 92135(1), Wind River Road Slide Reconstruction

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 01-26-2026 WA FLAP SKAMAN 92135(1), Solicitation No. 69056725B000013 Wind River Road Slide Reconstruction

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

SPECIAL CONTRACT REQUIREMENTS

Page F-3, Section 255. — Mechanically-Stabilized Earth Walls, Revises Subsection

255.03 General.

ENCLOSURES

Pages:

F-3

F-3 DIVISION 250

Special Contract Requirements

Project: WA FLAP SKAMAN 92135(1), Wind River Road Slide Reconstruction

Section 255. — MECHANICALLY-STABILIZED EARTH

WALLS

01 NOV 2024 – FP-24

Construction Requirements

255.03 General. Add the following:

Apply powder coating to all galvanized steel surfaces according to Section 563.

255.04 Wall Erection. Delete the second sentence of footnote (1) in Table 255-1 and substitute the following:

For example, 65 feet wall height multiply 6.5×value.

255.05 Backfilling. Add the following:

Use gabion rock larger than the welded wire opening dimension within 18 inches of the wall face.

Consolidate gabion rock by rodding or other approved means to produce a uniform, tight gabion rock mass.

255.06 Acceptance. Add the following:

Select granular backfill will be evaluated under Subsections 106.02 and 106.04.

Coating will be evaluated under Section 563.

Delete Table 255-2 and substitute the following:

Revised by Amendment A004

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