Correct Campus Safety Deficiencies
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The Correct Campus Safety Deficiencies project, solicitation number 36C26226C0247, is a Service-Disabled Veteran-Owned Small Business set-aside awarded by the Department of Veterans Affairs. The contract focuses on remediating safety deficiencies at Building 41 of the New Mexico VA Healthcare System in Albuquerque. A prior assessment identified architectural and fire protection failures within the interstitial floor levels, specifically noting that existing Fire Department Connections on Buildings 41 and 49 are inaccessible and require the addition of a new post indicator valve. The scope of work involves addressing these code violations within a facility constructed in 1986 that features a composite structural system and lightweight concrete walk-on decks. The project is expected to last 240 days and includes the completion of expired C-Period Services. Managed by the Network Contract Office 22, the effort ensures that the facility's fire-safety and life-safety systems are brought up to current regulatory standards.
General Info
Agency
Contract Value
$145,184NAICS
Place of Performance
Albuquerque, NM, 87108, USASet-Aside
Awardee
Award Issued Date
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Organization & Contact Information
Full Description
A safety deficiencies assessment of Building 41 on the campus of the New Mexico VA Healthcare System (NMVAHCS) located in Albuquerque, New Mexico was performed by the design team. The assessment was focused on the Interstitial Floor Levels for the Fire-Safety and Life Safety items which no longer meet code requirements. The evaluation of deficiencies was based on current code requirements effective at the time of the assessment. Evaluations were performed in the field by the design team with the assistance of the project COR, Derrick Chee, and a Representative of the Facility Safety Office.
Building 41 was built in 1986 and consists of 6 floors above grade and a basement. The Basement and floors 1 through 5 each have interstitial Walk-on Decks above. The basement structure is a concrete slab on grade, and the suspended floors and roof are a composite system with concrete filled metal deck on structural steel beams with steel shear studs. The Interstitial Walk-on Deck system is a lightweight concrete slab on metal deck supported by steel purlins suspended from structural floor or roof above by steel rods.
The assessment determined that there were architectural deficiencies, fire protection deficiencies, that existing Fire Department Connections (FDCs) on Buildings 41 & 49 were inaccessible, and that a new post indicator valve (PIV) should be added near the relocated FDCs. The forecasted duration of the project is 240 days. Completion of expired C-Period Services.
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