Repair Heaving Concrete Heaving (at Admin and Columbarium) at Pikes Peak National Cemetery
Past New Requirement Updated
- Solicitation expected
- Estimated value
- Up to $150,000
- Set-aside
- Service-Disabled Veteran-Owned Small Business
Forecast facts
- Anticipated award
- Acquisition strategy
- Pre-existing Contract Vehicle - Order - Indefinite Delivery Indefinite Quantity (IDIQ) or BPA
- NAICS code
- 236220 Commercial and Institutional Building Construction
- Place of performance
- Colorado Springs, CO
- Forecast number
- 39598
- Points of contact
-
- Eric Rettig eric.rettig2@va.gov
Forecast details come from the GSA Acquisition Gateway. Agencies' dates and values are estimates.
About this forecast
The Department of Veterans Affairs is seeking a Service-Disabled Veteran-Owned Small Business to repair concrete heaving and damage at Pikes Peak National Cemetery, specifically addressing concrete panel shifts and expansion joint separations that create trip hazards. The project falls under Commercial and Institutional Building Construction (NAICS 236220) and is scheduled for solicitation release on January 31, 2026, with an estimated award date of March 31, 2026. The contract will be a firm fixed price definitive contract focused on addressing concrete panel issues around columbaria and the administrative building entrance.
The repair project will be located in Colorado Springs, Colorado, with the primary point of contact being Eric Rettig from the Department of Veterans Affairs, who can be reached at eric.rettig2@va.gov. While specific award values are not detailed, the project is agency-funded and will be competitively delivered as part of an NCA MATOC (Nationwide Contract) with the source listing ID VA_NCA_2026_CND_00007. The concrete repairs will address vertical shifts of 1-2 inches and seal damage at expansion joints caused by seasonal weather variations.
Forecast text
Concrete panels shift up and down due to weather (winter and summer) around both columbaria and entrance to PIC/Admin building creating trip hazards (1 to 2"). Concrete separates at sealed expansion joints causing damage.
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