FY22 Rochester Pier Repair
Closed Pre-Solicitation Posted
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- Solicitation number
- W912P422B0006
- Agency
-
ENDIST Buffalo
US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- PSC
- Y1KF Construction Of Dredging Facilities
- Place of performance
- Rochester, New York 14612, United States
Notice details come from SAM.gov. Updated .
About this opportunity
This notice seeks bids for repair work on the East Pier at the mouth of the Genesee River in Rochester, New York. The Department of the Army Corps of Engineers Engineering District Buffalo will procure services to drive steel sheet pile on both sides of the existing concrete and timber crib pier structure, anchor the tops with bolted double steel channel wales and tierods, backfill with granular fill and place a reinforced concrete slab between the sheet pile walls. Work will also temporarily remove and reconstruct a portion of existing rubblemound stone wave absorbers as necessary to complete the driving of the sheet pile. Bids are due by January 27, 2022. The agency will evaluate bids based on the ability of offerors to complete the specified repair work by the required technical standards.
This opportunity has no set-aside designations. The primary NAICS code is 237990 and PSC code is W912EP-22-R-0001. The repair work consists of driving 325 to 428 feet of sheet pile on both sides of the existing East Pier structure. Backfill and concrete work must be finished between the sheet pile walls to complete the repairs. No budget range or potential incumbents were provided.
Notice text
Work consists of repairing 325 feet to 428 feet of the East Pier at the mouth of the Genesee River in Rochester, New York. Repairs consist of driving steel sheet pile on both sides of the existing concrete and timber crib pier structure, anchoring the tops of the parallel sheet pile wall together with bolted double steel channel wales and tierods, backfilling with the space between the sheet pile and existing pier structure with granular fill and placing a reinforced concrete slab over the granular fill between the sheet pile walls. Work also involves the temporary removal and reconstruction of a portion of existing rubblemound stone wave absorbers on the west side of the pier as necessary to drive the sheet pile.
Notice history
| Notice | Type | Posted |
|---|---|---|
| FY22 Rochester Pier Repair | Solicitation | |
| This notice | Pre-Solicitation |
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