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

Key dates

Posted
Jun 26, 2026
Response deadline
Jul 1, 2026, 9:00 PM UTC
Archive date
Archive type
auto15

Classification

Notice type
Solicitation
Base type
Solicitation
Set-aside
Service-Disabled Veteran-Owned Small Business Set Aside
Set-aside code
SDVOSBC
PSC
Y1LB

NAICS

Issuing office

Department
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Office
W2SD ENDIST NEW ENGLAND
Office code
021.2100.USACE.NAD.NAE.W912WJ
Organization type
OFFICE
Office address
CONCORD, MA, 01742-2751, USA

Place of performance

Street
Street 2
City
Keene
State
New Hampshire
Zip
Country
UNITED STATES

Contacts

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.

Attachments (5)

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Metadata

Notice ID
ca5ff3365e9648399c2c5faf6d64126c
Full path
DEPT OF DEFENSE.DEPT OF THE ARMY.W2SD ENDIST NEW ENGLAND
Office code
021.2100.USACE.NAD.NAE.W912WJ
Ingested
Jun 27, 2026
Updated
Jul 11, 2026