Amendment A001.pdf
PDF 154 KB Posted
- Solicitation number
- 69056725B000007
About this file
This is an Amendment (A001) to Solicitation 69056725B000007 for the Defense Access Roads FY 2025 project issued by the Department of Transportation Federal Highway Administration. The amendment specifically revises Subsection 703.05A regarding Imported Surface Course Aggregate, modifying the gradation table reference and detailing technical requirements for aggregate materials. The amendment includes specific technical specifications for aggregate, such as requirements for Los Angeles abrasion (35% maximum), sodium sulfate soundness loss (12% maximum), durability index (35 minimum), fractured faces (70% minimum), and other material quality parameters. The amendment is dated 06/05/2025 and applies to a construction project involving road infrastructure, with precise material standards for surface course aggregate.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Tabulation-MT DAR MALM 2025(1).pdf | ||
| BidSum_MT DAR MALM 2025(1).pdf | ||
| QA_06-05-2025.pdf | ||
| QA_06-04-2025.pdf | ||
| QA_06-03-2025.pdf | ||
| IFB_69056725B000007_MT DAR MALM 2025(1).pdf | ||
| mtd-malm2025-1_DAR2025(1)_plans.pdf | ||
| DAR Grizzly Bear Sightings Log.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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)
A001 06/05/2025 N/A MT DAR MALM 2025(1)
Defense Access Roads FY 2025
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
69056725B000007
9B. DATED (SEE ITEM 11)
05/07/2025
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.)
MT DAR MALM 2025(1), Defense Access Roads FY 2025
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. A001, dated 06/05/2025 MT DAR MALM 2025(1)
Solicitation No. 69056725B000007 Defense Access Roads FY 2025
REVISIONS ARE AS FOLLOWS:
SPECIAL CONTRACT REQUIREMENTS
Page G-1, Subsection 703.05A, Imported Surface Course Aggregate. Revises (a)
Gradation, table reference.
ENCLOSURES
Pages:
G-1
G-1
Special Contract Requirements
Project: MT DAR MALM 2025(1), Defense Access Roads FY 2025
DIVISION 700
MATERIAL
Section 703. — AGGREGATE
01 JUL 2024 – FP-24
703.05A Imported Surface Course Aggregate. (Added Subsection).
Do not use material that breaks up when alternately frozen and thawed or wetted and dried.
Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.
Do not furnish material that contains asbestos fibers. Conform to the following:
(a) Gradation Table 703-1703-3A
(b) Los Angeles abrasion, AASHTO T 96 35 percent maximum
(c) Sodium sulfate soundness loss (5 cycles), AASHTO T 104 (coarse and fine) 12 percent maximum
(d) Durability Index, AASHTO T 210 (coarse and fine) 35 minimum
(e) Accelerated weathering of aggregate by use of Dimethyl
Sulfoxide (DMSO), WFLHD Standard Test Method 12 percent maximum
(f) Fractured faces, ASTM D 5821 70 percent minimum
(g) Liquid limit, AASHTO T 89, Method A & T 87 35 maximum
(h) Plasticity index, AASHTO T 90 7±3
(i) Without organic matter and lumps or balls of clay.
Revised by Amendment A001
File details come from the government source that posted it. Updated .