Contract · Total Small Business Set-Aside (FAR 19.5)

USCG Air Station Kodiak Mezzanine Structures

Agency: HOMELAND SECURITY, DEPARTMENT OF / US COAST GUARD
Location: Kodiak, AK
Amount: Amount not listed
Deadline: Closes in 12 days (Jul 30, 2026)
Posted: Jul 10, 2026
Set-aside: Total Small Business Set-Aside (FAR 19.5)
NAICS code: 333923

What this contract is for

This is a combined synopsis/solicitation for commercial products or commercial services prepared in accordance with FAR Part 12. This announcement constitutes the only solicitation. Offers are being requested and a separate written solicitation will not be issued. Solicitation number 20270PR260001626 is issued as a request for quotation (RFQ) for USCG Air Station Kodiak Mezzanine Structures. This acquisition is set-aside for small business concerns. The NAICS Code is 333923. The small business size standard is 1,250 employees. This solicitation incorporates provisions and clauses by reference. The full text of provisions and clauses may be accessed electronically at www.acquisition.gov and https://www.acquisition.gov/far-overhaul/far-part-deviation-guide. USCG Air Station Kodiak, Kodiak, AK, has a requirement for the purchase of two (2) mezzanine structures. The manufacturer shall supply two (2) identical, separate structural steel mezzanine packages, each featuring an overall footprint of 34’-0” x 28’-0” (approximately 952 sq. ft. per mezzanine), designed for a uniform live load of 150 PSF with a deflection limit of L/360, a 10’-6” clear height, and a 12’-0” deck height. Each mezzanine package must include one (1) straight, IBC-compliant staircase complete with a top landing and safety handrails. All structural calculations, fabrication drawings, and connection details must be stamped and sealed by a registered Professional Engineer (PE) licensed in the State of Alaska to satisfy Seismic Design Category E requirements for Kodiak, Alaska (ZIP 99615). The flooring system for both units shall consist of heavy-duty, open metal bar grating securely fastened to the structural framing. To account for uneven foundation conditions, the support columns must be designed with the...

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