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

Project ID: W912WJ26QA080 FederalOpportunitiesSolicitation

Overview

Agency	USACE New England District
Deadline	04/28/26
Posted	04/24/26
Estimated Value	$100,000 - $250,000 (value based on agency estimated range)
Set Aside	SBA
NAICS	237310 - Highway, Street, and Bridge Construction
PSC	Y1LB - Construction Of Highways, Roads, Streets, Bridges, And Railways
Location	Keene, NH United States

Description

Primary Latest Change

Summary

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.

Summary (Newest Update)

Background The U.S. Army Corps of Engineers – New England District is issuing this solicitation for the Entrance Bridge Concrete Abutment Repairs at Otter Brook Lake, located in Keene, NH. The mission of the Corps is to provide vital public engineering services in peace and war to strengthen the nation's security, energize the economy, and reduce risks from disasters. This contract aims to repair the concrete abutments and wingwalls of the Route 9 Entrance Bridge to ensure safety and structural integrity. Work Details The contractor shall furnish all labor, materials, and equipment necessary to complete the following tasks: 1. Remove approximately 525 square feet of parge coat from the concrete abutment and wingwalls without replacement. 2. Perform two-inch deep concrete repairs over approximately 52 square feet of concrete abutment and wingwalls. 3. Perform four-inch deep concrete repairs over approximately 133 square feet of concrete abutment and wingwalls. 4. Apply joint sealant as required. 5. After completing concrete repairs and parging coat removal, pressure wash the surfaces of the abutments and wingwalls, then coat the entire surface of the wingwalls with penetrating sealer covering approximately 525 square feet. Additionally, water retention structures must be erected along each abutment to prevent debris from entering the stream during repairs. This requires temporary control measures to keep the work area dry due to varying water depths between one to four feet. Period of Performance The work is expected to be performed from July 6, 2026, through September 30, 2026. Place of Performance The construction projects will be performed at Otter Brook Lake in Keene, New Hampshire.

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