VGLZ199555 Repair Fire Station Foundation Bldg. 859 - Selfridge ANGB
Closed Solicitation Posted
- 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
- Jefferson Ave. Bldg. 859 Fire StationSelfridge Angb, MI 48045 Selfridge Angb, Michigan 48045, United States
- Points of contact
Notice details come from SAM.gov. Updated .
About this opportunity
The Michigan Army National Guard is soliciting bids for repair work on the foundation of Building 859, a fire station at Selfridge Air National Guard Base, to address ongoing settlement issues that have persisted since the building's completion in 2001. The project involves repairing architectural, plumbing, and structural systems in the northern portion of the building, where floor slab settlement has caused extensive damage including cracked floors and masonry walls, uneven surfaces creating trip hazards, misaligned door frames, and damaged restroom tiles. The scope includes replacing permanently damaged materials while matching existing finishes, but excludes the southern portion housing firefighting apparatus and any new design elements. Bids were evaluated solely on price and price-related factors, with award going to the most advantageous responsible bidder. The solicitation was posted on July 3, 2025, with multiple amendments extending the final bid due date to August 8, 2025 at 9:00 AM EDT, and bids were opened the same day.
This procurement is set aside for small businesses under NAICS code 236220 with a size standard of $45 million, operating as a firm fixed-price contract with a 480-calendar day performance period. Two companies submitted bids: A&H-Ambica JV LLC at $5,692,848 for the base item and Reagent World Inc. at $3,499,622, compared to the government estimate of $4,192,510. The project includes a base repair contract with two optional line items for exterior building repair and site work, indicating a total project value range between $1-5 million. Work will be performed at Selfridge Air National Guard Base on Jefferson Avenue in Michigan, with contractors required to comply with Davis-Bacon Act wage determinations and provide a 20% bid bond. The contract structure allows for comprehensive foundation stabilization using methods such as helical piers and mud jacking to address the ongoing settlement issues affecting building operations.
Notice text
7 versions
Update #7 · Latest ·
8 August 2025 UPDATE - This update adds in the Bid Abstract from August 8th 9:00am bid opening.
5 August 2025 Cont. Two additional documents have been added that did not transfer from the PIEE solicitation module. These should have been included during the 3:35pm update.
5 AUGUST 2025 3:35pm UPDATE - AMENDMENT 0002 This update changes the bid due date to Friday August 8th 2025 at 0900 EDT. This update also includes updated RFIs from August 8th submissions. Please see RFI document attached. 29 JULY 2025 UPDATE - AMENDMENT 0001 incorporates the recent Wage Determination update, adds in RFIs, and changes to the drawing package. OFFERORS MUST ACKNOWLEDGE AMENDMENTS WITH BID PACKAGE. 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.
Update #6 ·
5 August 2025 Cont. Two additional documents have been added that did not transfer from the PIEE solicitation module. These should have been included during the 3:35pm update.
5 AUGUST 2025 3:35pm UPDATE - AMENDMENT 0002 This update changes the bid due date to Friday August 8th 2025 at 0900 EDT. This update also includes updated RFIs from August 8th submissions. Please see RFI document attached. 29 JULY 2025 UPDATE - AMENDMENT 0001 incorporates the recent Wage Determination update, adds in RFIs, and changes to the drawing package. OFFERORS MUST ACKNOWLEDGE AMENDMENTS WITH BID PACKAGE. 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.
Update #5 ·
5 AUGUST 2025 3:35pm UPDATE - AMENDMENT 0002 This update changes the bid due date to Friday August 8th 2025 at 0900 EDT. This update also includes updated RFIs from August 8th submissions. Please see RFI document attached. 29 JULY 2025 UPDATE - AMENDMENT 0001 incorporates the recent Wage Determination update, adds in RFIs, and changes to the drawing package. OFFERORS MUST ACKNOWLEDGE AMENDMENTS WITH BID PACKAGE. 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.
Update #4 ·
5 AUGUST 2025 UPDATE - Solicitation updated to change bid due date to 8 August 2025 at 9:00am EDT. This update also adds in RFI's, with more RFI's to follow in an upcoming update.
29 JULY 2025 UPDATE - AMENDMENT 0001 incorporates the recent Wage Determination update, adds in RFIs, and changes to the drawing package. OFFERORS MUST ACKNOWLEDGE AMENDMENTS WITH BID PACKAGE. 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.
Update #3 ·
29 JULY 2025 UPDATE - AMENDMENT 0001 incorporates the recent Wage Determination update, adds in RFIs, and changes to the drawing package. OFFERORS MUST ACKNOWLEDGE AMENDMENTS WITH BID PACKAGE. 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.
Update #2 ·
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.
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.
Files
Notice history
| Notice | Type | Posted |
|---|---|---|
| This notice | Solicitation | |
| VGLZ199555 Repair Fire Station Foundation Bldg. 859 | Pre-Solicitation |
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