Conchas Equipment Storage Structure
Award Notice Posted
- Solicitation number
- W912PP26QA0020
- Agency
-
ENDIST Albuquerque
US Army Corps of Engineers, Department of Defense
- Awarded
- to Colt Builders Inc.
- Set-aside
- 8(a) Sole Source
Opportunity facts
- Contract number
- W912PP26PA013 Federal contract award
- NAICS code
- Not on record
- Place of performance
- Conchas Dam, New Mexico 88416, United States
- Points of contact
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Army Corps of Engineers Engineering District Albuquerque awarded contract W912PP26PA013 to COLT BUILDERS INC on July 10, 2026, for the purchase and construction of a 30 ft. × 60 ft. metal equipment storage structure at Conchas Dam, New Mexico, for $243,181.
The award was made as an 8(a) Sole Source set-aside. The contractor shall furnish all labor, materials, equipment, and supervision, including a Professional Engineer-stamped pre-engineered metal building package. Work scope includes subgrade scarification, compaction, and grading to a minimum of 95% maximum dry density with independent soil compaction testing and certified reporting; design and construction of a reinforced concrete footer system with perimeter footings and piers; and anchoring of structural columns to pier foundations, with Professional Engineer-stamped foundation design meeting the building manufacturer's recommendations.
Notice text
This action was awarded as an 8(a) Sole Source Set-Aside under the authority of section 8(a) of the Small Business Act.
- Contractor shall furnish all labor, materials, equipment, and supervision required for the purchase and construction of a 30 ft. x 60 ft. metal equipment structure located at Conchas Dam, New Mexico. The Pre-engineered Metal Building package shall have Professional Engineer stamped drawings certifying the building fit, form, and function. Subgrade and Compaction: The Contractor shall scarify, compact, and grade the subgrade in preparation for the concrete footer. Soil must be compacted to a minimum of 95% of its maximum dry density as determined by standard testing methods. As a condition precedent to the placement of any concrete, the Contractor shall conduct soil compaction testing through an independent, qualified testing laboratory. A certified report detailing all test locations, methods, and results shall be formally submitted to the Government Representative.Perimeter Footings with Piers: The Contractor shall be responsible for the complete design and construction of a reinforced concrete footer system adequate to support the steel equipment structure.Foundation and Anchoring: Structural columns shall be anchored to pier foundations on the concrete footer. The foundation design must meet the building manufacturer’s recommendations and be stamped by a Professional Engineer
Awarded contract W912PP26PA013 to COLT BUILDERS INC for 243181.00 on 2026-07-10.
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