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Notice ID: f76a11eda847455cade0b537bda60fddSolicitationArchived

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

Archived on May 13, 2026. Original response deadline: . Full description on SAM.gov.

Overview

Response deadline
5:00 PM EDT
Posted
April 24, 2026
Notice type
Solicitation
Set-aside
Total Small Business Set-Aside (FAR 19.5)
NAICS
237310: Highway, Street, and Bridge Construction
Agency
Department of WarDepartment of the Army

Notice details

Office
US ARMY CORPS OF ENGINEERS.ENGINEER DIVISION NORTH ATLANTIC.ENDIST NEW ENGLAND.W2SD ENDIST NEW ENGLAND
Place of performance
Keene, New Hampshire
PSC
Y1LB: CONSTRUCTION OF HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS
Last updated
Nov 1, 2026
First published
Last updated on SAM.gov

Identifiers

Solicitation number
W912WJ26QA080
Notice ID
f76a11eda847455cade0b537bda60fdd

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.

Full description on SAM.gov

Award Overview

Contacts

Contracting Officer

Primary Contact

Documents

Files (7)

  • Amendment W912WJ26QA080-0003.pdf

    3.7 MBAdded in Solicitation version 8Posted
    Download
  • Amendment W912WJ26QA080-0002.pdf

    3.7 MBAdded in Solicitation version 4Posted
    Download
  • Amendment W912WJ26QA080-0001.pdf

    3.7 MBAdded in Solicitation version 3Posted
    Download
  • Solicitation Survey 26QA080_Revised.pdf

    371 KBAdded in Solicitation version 3Posted
    Download
  • Attachments 26QA080.pdf

    8.2 MBAdded in Solicitation version 2Posted
    Download
  • SOW Technical Specifications.pdf

    679 KBAdded in Solicitation version 2Posted
    Download
  • Solicitation W912WJ26QA080.pdf

    4.4 MBAdded in Solicitation version 2Posted
    Download

Lifecycle

  1. 6
    Version 6PresolicitationArchived

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

    Notice 53cc5566d6434052a3abedb8edf9382a on SAM.gov

  2. 2
    Version 2SolicitationArchived

    Type changed from Presolicitation to Solicitation

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

    Notice 32e0eefdf09e43548d750be324bcd2f4 on SAM.gov

  3. 3
    Version 3SolicitationArchived

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

    Notice 33c4520abad5436d845edf3f87fa2a8e on SAM.gov

  4. 4
    Version 4SolicitationArchived

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

    Notice 992a6b7ebe3d4df8a412ae0bdeaf3278 on SAM.gov

  5. 8
    Version 8SolicitationArchivedCurrent

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

    Notice f76a11eda847455cade0b537bda60fdd on SAM.gov

Similar Opportunities

Additional Details

Solicitation Number

W912WJ26QA080

Archive Date

May 13, 2026

Office Address

CONCORD, MA, 01742-2751