This Solicitation opportunity from Department Of Defense was posted on April 24, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
Entrance Bridge Concrete Abutment Repairs, Otter Brook Lake, Keene, NH
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The U.S. Army Corps of Engineers – New England District is soliciting bids for the repair of concrete abutments and wingwalls at the Route 9 Entrance Bridge over Otter Brook Lake in Keene, New Hampshire. The work involves removing approximately 525 square feet of parge coat, performing two-inch and four-inch deep concrete repairs on 52 and 133 square feet respectively, sealing joints, pressure washing surfaces, and applying a penetrating sealer to all wingwalls. To facilitate dry working conditions in a stream with water depths between one and four feet, the contractor must install water retention structures and implement temporary water control measures. All repairs must adhere to ASTM and ACI standards, using polymer-modified or epoxy-based materials, and comply with specifications outlined in the Contract Documents, including detailed drawings and technical submittals. The project has an estimated value between $100,000 and $250,000 and is exclusively set aside for small business concerns as defined under NAICS code 237310 with a $45 million size standard, requiring all vendors to maintain an active SAM.gov registration at the time of submission. The work must be completed by September 30, 2026, with field operations beginning no earlier than July 6, 2026, and conducted only between 7:00 a.m. and 3:30 p.m., Monday through Friday. The contract mandates strict adherence to safety, environmental, and quality protocols, including compliance with OSHA standards, implementation of an approved Quality Control Plan, and inspection in accordance with FAR 52.246-12. All personnel must complete initial and annual security training, including suspicious activity reporting, and pass E-Verify screening. Key roles such as the Site Safety and Health Officer and Scaffold Competent Person require certified credentials and verified experience. Field testing of repair materials must be performed by an ICRI Concrete Surface Repair Technician Tier 2, and all material submittals must include manufacturer data, batch details, and conformity certifications. Payment is governed by the Wide Area WorkFlow system, with electronic invoicing required through WAWF, and no alternative payment methods are permitted. The evaluation process is based on a trade-off methodology considering technical merit, past performance, and price reasonableness, with no preference given to lowest price alone. Offerors must respond by April 28, 2026, and are required to conduct
General Info
Agency
NAICS
Place of Performance
Keene, NH, USASet-Aside
Timeline
Submission Closed
Organization & Contact Information
Full Description
The U.S. Army Corps of Engineers – New England District is issuing a Solicitation Notice for Entrance Bridge Concrete Abutment Repairs, Otter Brook Lake, Keene, NH.
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 procurement is set-aside for small business 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.
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