GAOA 4FO SMCG Trail Renovation
| Agency: | AGRICULTURE, DEPARTMENT OF |
|---|---|
| State: | Nevada |
| Type of Government: | Federal |
| FSC Category: |
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| NAICS Category: |
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| Set Aside: | Total Small Business Set-Aside (FAR 19.5) |
| Posted Date: | Feb 25, 2026 |
| Due Date: | Mar 31, 2026 |
| Solicitation No: | 1240LT26Q0027 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
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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
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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
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NAICS Code:
- 238990 - All Other Specialty Trade Contractors
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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
- SUPERVISOR'S OFFICE 1200 FRANKLIN WAY
- SPARKS , NV 89431
- USA
- Derrick Dodson
- derrick.dodson@usda.gov
- Coby Cubic
- coby.cubic@usda.gov
- Feb 25, 2026 08:02 am MSTCombined Synopsis/Solicitation (Original)
See Also
Location Details Site Address: 770 Warm Springs Rd. City: Las Vegas County: Clark
State Government of Nevada.
Due by 9/24/2026
Project: Maintenance Yard Bullpen Ventilation Improvement Project Bid #26/27-002 PWP #WA-2026-497 Description: The
City of Sparks
Due by 9/23/2026
Follow DISASTER RESILIENCY PROGRAM PHASE 3, CREECH AFB, NEVADA Active Contract Opportunity Notice
DEPT OF DEFENSE
Due by 9/24/2026
Bid Solicitation # 43ADG-S4017 Bid Solicitation # 43ADG-S4017 Organization Name Adjutant General Contract
State Government of Nevada
Due by 10/23/2026