VA-CHINCOTEAGUE NWR-AGGREGATE MATERIALS
| Bidders ID: | NBD00159245315322947 |
|---|---|
| Due Date: | Jul 8, 2026 |
| Posted Date: | Jul 2, 2026 |
| Level of Government: | Federal |
| State: | Federal |
| Agency: | INTERIOR, DEPARTMENT OF THE |
| Category: |
|
| Solicitation Number: | 140F0S26Q0048 |
| Source: | Members Only |
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Active
Contract Opportunity
Notice ID
140F0S26Q0048
Related Notice
Department/Ind. Agency
INTERIOR, DEPARTMENT OF THE
Sub-tier
US FISH AND WILDLIFE SERVICE
Office
FWS, OVER SAT G/S
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- Contract Opportunity Type: Combined Synopsis/Solicitation (Original)
- Original Published Date: Jul 02, 2026 10:03 am PDT
- Original Date Offers Due: Jul 08, 2026 10:00 am PDT
- Inactive Policy: 15 days after date offers due
- Original Inactive Date: Jul 23, 2026
-
Initiative:
- None
- Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
- Product Service Code: 5610 - MINERAL CONSTRUCTION MATERIALS, BULK
-
NAICS Code:
- 212319 - Other Crushed and Broken Stone Mining and Quarrying
-
Place of Performance:
VA-CHINCOTEAGUE NWR-AGGREGATE MATERIALS
Delivery Site:
8231 Beach Rd, Chincoteague, VA 23336 Aggregate materials
Crushed aggregate materials shall meet the requirements of the Virginia Department Of Transportation Specifications, Type 21B.
Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following:
(1) Los Angeles abrasion, AASHTO T 96 50 percent max.
(2) Soundness of aggregate using sodium sulfate, 12 percent loss max. AASHTO T 104 (5 cycles)
(3) Durability index (coarse), AASHTO T 210 35 min.
(4) Durability index (fine), AASHTO T 210 35 min.
(5) Fractured faces, ASTM D5821 50 percent min.
(6) Without organic matter and lumps or balls of clay.
(7) Liquid limit, AASHTO T 89, Method A 35 max.
(8) Plasticity index, AASHTO T 90 10±3
Gradation Requirements for aggregate materials:
Sieve size % passing
2 inch 100
1 inch 85-95
3/8 inch 50-69
No. 10 20-36
No. 40 9-19
No. 200 4-7
Unclassified Fill (Borrow) materials
Suitable, well-grade material of either stone fragments, including gravel, sand, or fine sand.
(a) Maximum particle size 24 inches
(b) Soil classification, AASHTO M 145 A-1, A-3, or A-2-4; granular materials with 35% or less passing the No. 200 sieve. PART C - OTHER PERFORMANCE REQUIREMENTS AND INFORMATION MATTERIAL SUBMITAL REQUIRED:
A. Submit certificate from supplier certifying materials for aggregate material and fill materials meet the requirements of this statement of work.
B. Submit copy of latest gradation analysis and test data for the materials to be supplied. Send packets and questions to Robert_Sung@ios.doi.gov with 140F0S26Q0048 in the subject line.
Delivery Site:
8231 Beach Rd, Chincoteague, VA 23336 Aggregate materials
Crushed aggregate materials shall meet the requirements of the Virginia Department Of Transportation Specifications, Type 21B.
Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following:
(1) Los Angeles abrasion, AASHTO T 96 50 percent max.
(2) Soundness of aggregate using sodium sulfate, 12 percent loss max. AASHTO T 104 (5 cycles)
(3) Durability index (coarse), AASHTO T 210 35 min.
(4) Durability index (fine), AASHTO T 210 35 min.
(5) Fractured faces, ASTM D5821 50 percent min.
(6) Without organic matter and lumps or balls of clay.
(7) Liquid limit, AASHTO T 89, Method A 35 max.
(8) Plasticity index, AASHTO T 90 10±3
Gradation Requirements for aggregate materials:
Sieve size % passing
2 inch 100
1 inch 85-95
3/8 inch 50-69
No. 10 20-36
No. 40 9-19
No. 200 4-7
Unclassified Fill (Borrow) materials
Suitable, well-grade material of either stone fragments, including gravel, sand, or fine sand.
(a) Maximum particle size 24 inches
(b) Soil classification, AASHTO M 145 A-1, A-3, or A-2-4; granular materials with 35% or less passing the No. 200 sieve. PART C - OTHER PERFORMANCE REQUIREMENTS AND INFORMATION MATTERIAL SUBMITAL REQUIRED:
A. Submit certificate from supplier certifying materials for aggregate material and fill materials meet the requirements of this statement of work.
B. Submit copy of latest gradation analysis and test data for the materials to be supplied. Send packets and questions to Robert_Sung@ios.doi.gov with 140F0S26Q0048 in the subject line.
Attachments/Links
Contracting Office Address
- FWS, Over SAT G/S 5275 Leesburg Pike
- Falls Church , VA 22041
- USA
Primary Point of Contact
- Sung, Robert
- robert_sung@fws.gov
- Phone Number 5038722825
Secondary Point of Contact
- Jul 02, 2026 10:03 am PDTCombined Synopsis/Solicitation (Original)
Related Document
| Jul 6, 2026 | [Combined Synopsis/Solicitation (Updated)] 56--VA-CHINCOTEAGUE NWR-AGGREGATE MATERIALS |
| Jul 9, 2026 | [Combined Synopsis/Solicitation (Updated)] 56--VA-CHINCOTEAGUE NWR-AGGREGATE MATERIALS |
| Jul 13, 2026 | [Award Notice (Original)] 56--VA-CHINCOTEAGUE NWR-AGGREGATE MATERIALS |
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