This Combined Synopsis/Solicitation opportunity from Department Of Agriculture was posted on February 25, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
GAOA 4FO SMCG Trail Renovation
Contract Overview
Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.
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This contract involves the construction of an asphalt trail connecting the upper visitor center to the lower Acastus Trail, along with the replacement of a 36-inch corrugated metal pipe culvert. The scope of work includes extensive earthwork such as clearing, grubbing, asphalt removal, excavation, embankment, and grading of the native subbase. Existing trail materials will be conserved and repurposed for trail shoulders and resting pad subgrades, ensuring all aggregate materials remain onsite. The new trail will feature a 6-foot width, 3-inch thick asphalt surface with a maximum 2% cross slope, supported by a 4-inch depth aggregate base. Additional elements include constructing asphalt resting pads measuring 4 by 6 feet with specified thickness and slope, installation of NDOT Type 5 concrete curbs with appropriate grading and compaction, and proper backfilling around curbs. The culvert work requires removal of the existing pipe and associated rock inlet and outlet riprap, with a proposed placement designed for a minimum 5% drop. Asphalt trail and shoulder extensions are included as option items. The project is a total small business set-aside under solicitation number 1240LT26Q0027, managed by the Humboldt-Toiyabe National Forest branch of the Department of Agriculture, with performance expected in Nevada and key contacts available at the provided emails. Responses are due by March 31, 2026.
General Info
Place of Performance
NV, USASet-Aside
Timeline
Submission Closed
Organization & Contact Information
Full Description
- 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
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