Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH

Project ID: W912WJ26QA110 FederalOpportunitiesSolicitation

Overview

Agency	USACE New England District
Deadline	06/29/26
Posted	06/16/26
Estimated Value	$100,000 - $250,000 (value based on agency estimated range)
Set Aside	SDVOSBC
NAICS	237310 - Highway, Street, and Bridge Construction
PSC	Y1LB - Construction Of Highways, Roads, Streets, Bridges, And Railways
Location	Keene, NH United States

Description

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Summary

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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Summary: Background The U.S. Army Corps of Engineers – New England District is issuing a solicitation for concrete repairs to the Entrance Bridge Abutments at Otter Brook Lake in Keene, NH. The project aims to ensure the structural integrity and longevity of the bridge, which serves as an access point to the recreation area. The work is part of the agency's mission to maintain and improve infrastructure within its jurisdiction. Work Details The contractor shall furnish all labor, materials, and equipment necessary for the following tasks: 1. Remove approximately 525 square feet of parge coat from the concrete abutments and wingwalls without replacement. 2. Perform two-inch deep concrete repairs over approximately 52 square feet of concrete abutments and wingwalls. 3. Perform four-inch deep concrete repairs over approximately 133 square feet of concrete abutments and wingwalls. 4. Apply joint sealant as needed. 5. After completing repairs and parging coat removal, pressure wash the surfaces of the abutments and wingwalls, then coat them with penetrating sealer over approximately 525 square feet. Period of Performance The work is scheduled to be performed from July 6, 2026, through September 30, 2026. Place of Performance Otter Brook Lake Recreation Area, Keene, New Hampshire. Bidder Requirements This procurement is set-aside for Service-Disabled Veteran-Owned Small Business (SDVOSB) vendors. Bidders must provide a Service-Disabled Veteran-Owned Letter of Certification from the SBA with their quote submission. Additionally, bidders are required to have appropriate bonding and contractor licensing.

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