SAM #W912PP26QA0020

Award for Construction of 30x60 ft. Metal Equipment Storage Structure at Conchas Dam

This award notice details a construction contract for a new equipment storage facility at Conchas Dam, New Mexico, managed by the US Army Corps of Engineers Albuquerque District. - Government Buyer: - US Army Corps of Engineers, Albuquerque District (DEPT OF DEFENSE, DEPT OF THE ARMY, US ARMY CORPS OF ENGINEERS, ENGINEER DIVISION SOUTH PACIFIC, ENDIST ALBUQUERQUE) - Scope of Work: - Construction of a 30 ft. x 60 ft. pre-engineered metal equipment storage structure - Contractor must provide all labor, materials, equipment, and supervision - Building package must include Professional Engineer (PE) stamped drawings certifying fit, form, and function - Subgrade preparation and compaction to at least 95% of maximum dry density - Independent soil compaction testing with certified reports required - Design and construction of reinforced concrete footings with piers - Structural columns must be anchored to pier foundations - Foundation design must meet manufacturer recommendations and be PE-stamped - No specific OEMs, brands, or part numbers for materials or equipment are identified in the award notice - Unique Requirements: - All engineering drawings and foundation designs must be stamped by a Professional Engineer - Certified soil compaction testing and reporting is mandatory

Description

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

View original listing