Chesapeake City Bridge Miscellaneous Repairs
Closed Solicitation Posted
- Solicitation number
- W912BU21B0004
- Agency
- ENDIST Philadelphia US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- Place of performance
- Maryland, United States
Notice details come from SAM.gov. Updated .
About this opportunity
The U.S. Army Corps of Engineers Philadelphia District is soliciting proposals to conduct miscellaneous repairs to the Chesapeake City Bridge located in Chesapeake City, Maryland under solicitation number W912BU21B0004. Anticipated work includes replacing and repainting deteriorated steel members, repairing cracks and holes in concrete substructure and roadway, replacing approach slabs and curbs, with evaluation based on technical qualifications and price. Proposals are due by July 15, 2021 with a site visit conducted on June 30, 2021.
There is no set-aside designation. The NAICS code is 237990 and PSC code is W912. Seven offers were received ranging from $5,891,446 to $10,731,180 for base bids and options to paint main span floor beams. Repairs shall be completed at the Chesapeake City Bridge in Maryland and include superstructure steel repairs, approach slab replacements, and concrete substructure and roadway repairs to be conducted by the awarded contractor.
Notice text
This project will consist of all multiple repairs and maintenance activities necessary for the repair of the Chesapeake City Bridge. The bridge is located along MD Route 213 in Chesapeake City Maryland. Anticipated work on the bridge will consist of superstructure steel and approach slab repairs. Repairs will include replacement and repainting of severely deteriorated and corroded primary steel members near leaky deck joints, lateral bracing connection plates, main span arch ribs and gusset plates. Heavy to severe pack rust exist between the floor-beam bottom flange angles and the ends of the bottom flange cover plates at several locations. This pack rust has resulted in cracked welds between the bottom flange cover plate and bottom flange angles at some locations. Numerous stringers in the South Approach spans exhibit holes in the webs over the floor-beam top flange bearing areas including a large hole, 12" long x 1" high, exists in the lower web of a stringer. The inspection walkway has areas with disconnected handrail due to deterioration. Numerous holes and cracks are present in the concrete substructure and roadway. The south approach slab is in poor condition with extensive patches and associated spalling. The curbs at both approaches display heavy deterioration and the blunt end of the northwest curb is a hazard to traffic. Both the repair of the south approach slab and the curbs along both approaches will be repaired.
Attachments
| File | Type | Posted |
|---|---|---|
| C.04.01.Formal Bid Abstract-21B0004-Chesapeake Bridge Repair-2.pdf | ||
| Amendment 0002.pdf | ||
| Amendment0001.pdf | ||
| 1-21B0004-Drawing Plans.pdf | ||
| W912BU21B0004-Specs.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Chesapeake City Bridge Miscellaneous Repairs | Solicitation | |
| Chesapeake City Bridge Miscellaneous Repairs | Pre-Solicitation |
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