VGLZ199555 Repair Fire Station Foundation Bldg. 859
Closed Pre-Solicitation Posted
Not the latest version. See the latest solicitation from .
- Solicitation number
- W50S8525BA006
- Agency
-
Michigan National Guard
Army National Guard, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 236220 Commercial and Institutional Building Construction
- Place of performance
- Bldg. 859 Fire Station Selfridge Angb, MI 48045 48045
- Points of contact
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Army Michigan Army National Guard is seeking a small business contractor to repair the foundation and structural systems of Fire Station Building 859, which has experienced significant settling and structural damage since its construction in 2001. The project involves comprehensive repair of architectural, plumbing, and structural systems, with a focus on addressing floor slab settlements, wall cracking, door frame misalignments, and replacement of permanently damaged materials. The repair work will be limited to the northern portion of the building, with the southern firefighting apparatus section remaining untouched. Finishes in the repaired areas must match the existing original materials, and no aesthetic redesign is part of the project scope. The pre-solicitation notice indicates a response deadline of June 24, 2025, for potential contractors interested in this opportunity.
This contract opportunity is designated as a Total Small Business set-aside under the NAICS category 236220 for Commercial and Institutional Building Construction, with a Product Service Code (PSC) of Z2JZ for Repair or Alteration of Miscellaneous Buildings. While specific budget details are not provided in the pre-solicitation notice, the extensive structural repair requirements suggest a potentially significant project scope. The contract will require contractors with expertise in building foundation repair, structural system restoration, and precise matching of existing architectural elements. The project is expected to address multiple structural issues, including floor slab settlements up to one inch, masonry wall cracking, door frame misalignments, and various surface damage throughout the northern section of the fire station building.
Notice text
2 versions
Update #2 · Latest ·
The floor slab in the northern part of the building has been settling since the completion of construction in 2001 and continues to settle. These settlements have caused cracks to develop in the floor slabs, as well as in the non-load-bearing masonry wall, resulting in numerous problems as follows: uneven and out of level floors; trip hazards at doorways due to differential settlement up to one inch between doorways and the floor slabs; cracks in the non-load-bearing masonry walls and lintels at the doorways, causing misaligned door frames; horizontal and vertical cracks in the non-load-bearing masonry walls; vertical cracks in non-load-bearing walls at their junctions with load-bearing masonry walls; out of alignment and cracking of restroom area tiles; and miscellaneous cracking of drywall partitions. The scope of this project is the repair of the existing system architectural, plumbing, and structural systems and replacement of permanently damaged materials. The south portion of the building, which contains the firefighting apparatus, has not been compromised and will not be included in any repair designs. Finishes will match existing/original finish and material selections in the affected areas, and design or selection of a new color/material palette is not part of the scope.Solicitation will contain at least three CLINs, one main CLIN, and two Option CLINs. First Option CLIN is for exterior building repair, and second Option CLIN is for site work.
Update #1 ·
The floor slab in the northern part of the building has been settling since the completion of construction in 2001 and continues to settle. These settlements have caused cracks to develop in the floor slabs, as well as in the non-load-bearing masonry wall, resulting in numerous problems as follows: uneven and out of level floors; trip hazards at doorways due to differential settlement up to one inch between doorways and the floor slabs; cracks in the non-load-bearing masonry walls and lintels at the doorways, causing misaligned door frames; horizontal and vertical cracks in the non-load-bearing masonry walls; vertical cracks in non-load-bearing walls at their junctions with load-bearing masonry walls; out of alignment and cracking of restroom area tiles; and miscellaneous cracking of drywall partitions. The scope of this project is the repair of the existing system architectural, plumbing, and structural systems and replacement of permanently damaged materials. The south portion of the building, which contains the firefighting apparatus, has not been compromised and will not be included in any repair designs. Finishes will match existing/original finish and material selections in the affected areas, and design or selection of a new color/material palette is not part of the scope.
Notice history
| Notice | Type | Posted |
|---|---|---|
| VGLZ199555 Repair Fire Station Foundation Bldg. 859 - Selfridge ANGB | Solicitation | |
| This notice | Pre-Solicitation |
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