Repair Multiple Lift Stations - Hurlburt Field
Closed Pre-Solicitation Posted
- Solicitation number
- CP113492
- Agency
-
Air Force Special Operations Command
Air Force, Department of Defense
- Responses due
- Set-aside
- HUBZone
Opportunity facts
- NAICS code
- 237110 Water and Sewer Line and Related Structures Construction
- Place of performance
- Hurlburt Field, Florida 32544, United States
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Air Force Special Operations Command is seeking contractors to repair multiple sanitary sewer lift stations at Hurlburt Field, Florida. The project involves comprehensive rehabilitation of eight lift stations across seven different locations on the base, requiring contractors to provide bypass mechanisms during repairs and install new equipment including duplex pumps, control panels, guide rails, base plates, piping systems, and associated electrical and mechanical components. Contractors must be registered in the System for Award Management (SAM) Database and possess a DUNS number to be eligible for award consideration. The procurement will be conducted under FAR Part 14 (Sealed Bidding) procedures, with the solicitation expected to be issued on August 15, 2025, and proposal responses due by August 30, 2025. The contract falls under NAICS code 237110 for Water and Sewer Line and Related Structures Construction, indicating specialized infrastructure construction expertise will be required.
This opportunity is designated as a HUBZone set-aside, restricting competition to qualified small businesses located in Historically Underutilized Business Zones. The estimated total project value ranges between $1 million and $5 million, reflecting the scope and complexity of rehabilitating multiple critical wastewater infrastructure components. The work encompasses eight separate lift stations that require coordinated shutdowns and systematic replacement of pumping equipment, with contractors responsible for ensuring continuous wastewater handling through temporary bypass systems. Geotechnical investigations have been completed, revealing sandy soil conditions with groundwater at approximately 3 feet 10 inches below ground level, and the new lift station structures will be 4-foot diameter installations bearing 6-8 feet below existing grade. The comprehensive engineering drawings dated April 4, 2025, provide detailed specifications for each location's unique requirements and installation parameters.
Notice text
See attached synopsis document
Files
| File | Type | Posted |
|---|---|---|
| Synopsis Request Form-Repair Lift Stations-CS signed.pdf | ||
| 02 - Specs.pdf | ||
| 03 - Drawings.pdf |
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