GAOA 4FO SMCG Trail Renovation
| Location: | Nevada |
|---|---|
| Posted: | Feb 25, 2026 |
| Due: | Mar 31, 2026 |
| Agency: | AGRICULTURE, DEPARTMENT OF |
| Type of Government: | Federal |
| Category: |
|
| Solicitation No: | 1240LT26Q0027 |
| Publication URL: | To access bid details, please log in. |
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Active
Contract Opportunity
Notice ID
1240LT26Q0027
Related Notice
Department/Ind. Agency
AGRICULTURE, DEPARTMENT OF
Sub-tier
FOREST SERVICE
Office
HUMBOLDT-TOIYABE NATIONAL FOREST
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- Contract Opportunity Type: Combined Synopsis/Solicitation (Original)
- Original Published Date: Feb 25, 2026 08:02 am MST
- Original Date Offers Due: Mar 31, 2026 05:00 pm MDT
- Inactive Policy: 15 days after date offers due
- Original Inactive Date: Apr 15, 2026
-
Initiative:
- None
- Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
- Product Service Code: Y1LB - CONSTRUCTION OF HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS
-
NAICS Code:
- 238990 - All Other Specialty Trade Contractors
-
Place of Performance:
NVUSA
- This project includes construction of an asphalt trail connecting the upper visitor center to the lower Acastus Trail and replacement of 36” cmp.
- Earthwork item includes clearing and grubbing, removing asphalt, excavation and embankment. Remove and conserve existing trail material. Grade and prepare native subbase. Existing trail material is to be conserved and used for shouldering and subgrade of resting pads. Shoulder trail slopes at 1:10 (max) with existing compacted trail material. It is the intention that all existing aggregate materials will remain onsite.
- Aggregate base shall be 4” depth below asphalt. Asphalt trail shall have 6’ width, 3” depth and 2% cross slope (max).
- Aggregate base, asphalt and concrete testing per FP-24.
- Resting pads shall be asphalt with 4’ width, 6’ length, 3” depth and 2% cross slope (max) in all directions. Resting pads aggregate base shall be compacted with water.
- Concrete curb shall be NDOT Type 5. Spillway to culvert inlet is inclusive to curb. Concrete curb may be placed on compacted aggregate base. Native subbase shall be compacted with water. The grade will be inspected for soft spots and accepted before concrete placement. Backfill to top of curb with native material.
- Corrugated metal pipe item includes submitting a proposed pipe plot for placement of 36” culvert. Design for minimum 5% drop. Removal of existing culvert, inlet stacked rock and outlet riprap are inclusive to new culvert placement.
- All work to extend asphalt trail and shoulders is inclusive to the option items
Attachments/Links
Contracting Office Address
- SUPERVISOR'S OFFICE 1200 FRANKLIN WAY
- SPARKS , NV 89431
- USA
Primary Point of Contact
- Derrick Dodson
- derrick.dodson@usda.gov
Secondary Point of Contact
- Coby Cubic
- coby.cubic@usda.gov
- Feb 25, 2026 08:02 am MSTCombined Synopsis/Solicitation (Original)
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