This Solicitation opportunity from Department Of Defense was posted on June 26, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH
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The U.S. Army Corps of Engineers – New England District is soliciting bids for concrete repairs to the abutments and wingwalls of the Route 9 Entrance Bridge at Otter Brook Lake in Keene, New Hampshire, under solicitation number W912WJ26QA110. The work entails removing approximately 525 square feet of parge coat, performing two-inch deep repairs over 52 square feet, and four-inch deep repairs over 133 square feet of deteriorated concrete on both north and south abutments and east and west wingwalls. Contractors must erect water retention structures to prevent debris and repair materials from entering the stream, where water depths range from one to four feet during the work period. Surface preparation must be completed before new concrete placement, followed by pressure washing and application of penetrating sealer across 525 square feet of wingwall surfaces. All materials must be delivered in original, sealed manufacturer packaging with clear labeling including manufacturer name, brand, type, batch number, percent solids, and manufacture date, and stored in dry, ventilated conditions. The project is set aside exclusively for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) under NAICS code 237310, with a small business size standard of $45 million, and require an active SAM.gov registration with a valid Unique Entity Identifier and CAGE code at time of submission. The period of performance begins with notice to proceed and extends through September 30, 2026, with field work not starting before July 6, 2026, and limited to weekdays from 7:00 AM to 3:30 PM, excluding weekends and federal holidays. The estimated contract value falls between $100,000 and $250,000, with a firm fixed-price structure. A performance bond is required if the total quote exceeds $150,000; otherwise, a payment bond or irrevocable letter of credit must be provided. The contractor must implement a three-phase quality control system, use an ICRI Concrete Surface Repair Technician Tier 2 for field testing of repair materials, and submit testing agency qualifications meeting ASTM C1077 and E329 standards. Tensile pull-off tests per ASTM C1583 must achieve a minimum strength of 250 psi at all abutments and wingwalls. All proposed heavy equipment must pass inspection by
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 Abutment Concrete 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 Service-Disabled 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.
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