Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH
Contract Overview
Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.
AI Contract Overview
The U.S. Army Corps of Engineers, New England District, is planning a contract for concrete repairs on the Route 9 Entrance Bridge abutments and wingwalls at Otter Brook Lake in Keene, New Hampshire. The project will involve the removal and replacement of damaged concrete on both the North and South abutments and the East and West wingwalls, including removing approximately 525 square feet of parge coat, performing concrete repairs at depths of two and four inches over specific areas, and applying a joint sealant. Additional tasks include pressure washing the repaired surfaces and applying a penetrating sealer over roughly 525 square feet. To protect the stream during construction, temporary water control measures must be implemented, as water depth near the abutments ranges from one to four feet. This procurement is reserved exclusively for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) under NAICS code 237310, with an estimated contract value between $100,000 and $250,000. The solicitation documents will be available online around June 15, 2026, accessible only through the SAM.gov website, and vendors must have an active SAM.gov registration to be eligible. Questions about the procurement cannot be addressed during the presolicitation phase but may be submitted after the solicitation is posted. The contracting office is based in Concord, Massachusetts, and the project point of contact is Alicia LaCrosse. This contract emphasizes careful environmental controls to prevent debris from entering the stream during the repair process.
General Info
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NAICS
Place of Performance
Keene, NH, USASet-Aside
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Full Description
The U.S. Army Corps of Engineers – New England District is issuing a Presolicitation Notice for Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH.
QUESTIONS REGARDING THE PROCUREMENT WILL NOT BE ANSWERED DURING THE PRESOLICITATION PHASE. SUBMIT QUESTIONS TO THE CONTRACT SPECIALIST AFTER THE SOLICITATION AND ASSOCIATED DOCUMENTS HAVE BEEN POSTED.
THE WORK CONSISTS OF: Contractor shall furnish all labor, materials, and equipment necessary to complete the following Route 9 Entrance Bridge Abutment Repairs at Otter Brook Lake in accordance with the Statement of Work, Specifications and Drawings. The work of this project involves the repair of the concrete abutments and wingwalls at the Route 9 Entrance Bridge in the park area of Otter Brook Lake. These concrete repairs shall be on both the North and South abutments and the concrete wingwalls to the East and West of the bridge. The work shall include removal of all affected concrete in the specified areas shown on the drawings, surface preparation of the underlying area of concrete, placement of appropriate concrete reinforcement, and placement of new concrete. In order to perform the repairs, water retention structures shall be erected along each abutment in order to ensure demolished material and repair material do not enter the stream. Repair work will require the Contractor to provide necessary Temporary Control of Water measures to keep the immediate work area in the stream dry during the work. During the stipulated time to conduct the repair, water in the stream varies in depth between one to four feet in close proximity to the abutments.
The concrete repairs are as follows:
- Remove without replacing approximately five hundred twenty-five (525) square feet of parge coat from the concrete abutment and wingwalls.
- Perform two inch (2”) deep concrete repairs over approximately fifty -two (52) square feet of concrete abutment and wingwalls.
- Perform four inch (4”) deep concrete repairs over approximately one hundred thirty-three (133) square feet of concrete abutment and wingwalls.
- Joint Sealant
- Following completion of concrete repairs and parging coat removal, pressure wash the surface of the abutments and wingwalls and coat the entire surface of the wingwalls with penetrating sealer, approximately five hundred twenty-five (525) square feet.
The magnitude of construction is between $100,000 and $250,000. For additional information on construction contracts awarded to small businesses please visit: Partnering With Us (army.mil).
This is not a request for quotes at this time. The solicitation requirements and contract documents, to include instructions for submission, and the response date will be available on or about June 15, 2026. Neither telephonic, mailed nor faxed requests for hard copies of this solicitation will be accepted. The solicitation will only be available online; in order to download the solicitation offerors must access the Contract Opportunities website (www.SAM.gov).
This procurement is set-aside for Service-Disable Veteran-Owned Small Business (SDVOSB) vendors. The applicable NAICS code is 237310 with a Small Business Size Standard of $45 Million.
ALL VENDORS MUST HAVE AN ACTIVE REGISTRATION IN SAM.GOV AT THE TIME OF SUBMISSION IN ORDER TO BE CONSIDERED. ANY VENDOR THAT DOES NOT HAVE AN ACTIVE SAM.GOV REGISTRATION WILL BE REJECTED AS NON RESPONSIVE.