Grand River Retaining Wall Project
Pre-Solicitation Posted
A newer solicitation was posted. See the latest solicitation from .
- Solicitation number
- W912P4-22-B-0010
- Agency
- ENDIST Buffalo US Army Corps of Engineers, Department of Defense
- Responses due
- Not on record
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
Notice details come from SAM.gov. Updated .
About this opportunity
This pre-solicitation notice is for the Grand River Retaining Wall Project being conducted by the Department of the Army Corps of Engineers Engineering District Buffalo. The project requires the installation of a new 325 foot anchored steel sheet pile retaining wall along Bank Street in Painesville, Ohio, including steel wales, soil anchors, and a drainage system. Contractors must have experience driving sheet piles through stiff clays to depths of around 45 feet while conducting vibration monitoring. Traffic control will also be required due to the limited work area. Proposals will be evaluated based on the offerors' technical qualifications, past performance, and price for this design-bid-build construction project.
The opportunity is set aside for total small business concerns. The projected NAICS codes are 237990 for other heavy and civil engineering construction work and 236220 for commercial and institutional building construction. No incumbent is listed. The budget for this design-bid-build contract is estimated between $1-5 million given the scope of anchoring a 325 foot retaining wall through stiff clay soils. The projected timeline for installation is 6-12 months once design is complete.
Notice text
Project Description:
Project requires installation of a new anchored steel sheet pile retaining wall along Bank Street in Painesville, Ohio. The new wall is approximately 325 feet in length as measured along Banks Street, and overlaps existing retaining walls located at each end of the project limits. The new sheet pile wall will include steel wales and approximately 37 soil anchors installed through the wales near the top of wall. A new drain will be installed near the interface of the existing bank with the new sheet pile behind the retaining wall. This drain will collect ground water and pass through the sheet pile wall and progress downslope to empty over the bank into the Grand River. The wall will be backfilled with free draining stone separated from existing soils by geotextile. Sheet pile will need to be driven through and into stiff clays with pile lengths of around 45 feet. The project will require vibration monitoring due to the proximity of residential buildings on the opposite side of Bank Street. There is limited work area available along Bank Street. Traffic control measures such as barricades and signs will be required to perform the work.
Notice history
| Notice | Type | Posted |
|---|---|---|
| Grand River/Bank Street Stabilization | Solicitation | |
| Grand River Retaining Wall Project | Pre-Solicitation |
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