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

Project Information

Bid Title
Entrance Bridge Concrete Abutment Repairs, Otter Brook Lake, Keene, NH
Issuing Agency
DEPT OF DEFENSE
Location
New Hampshire
Published Date
Apr 13, 2026
Closing Date
Apr 28, 2026
Government Level
Federal
Status
Closed
Ref. #
W912WJ26QA080
Original Source
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Set Aside
Total Small Business Set-Aside (FAR 19.5)
Project Description
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Entrance Bridge Concrete Abutment Repairs, Otter Brook Lake, Keene, NH
Active
Contract Opportunity
Notice ID
W912WJ26QA080
Related Notice
W912WJ26QA080
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
US ARMY CORPS OF ENGINEERS
Sub Command
ENGINEER DIVISION NORTH ATLANTIC
Sub Command 2
ENDIST NEW ENGLAND
Office
W2SD ENDIST NEW ENGLAND
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General Information
  • Contract Opportunity Type: Solicitation (Original)
  • Original Published Date: Apr 13, 2026 02:20 pm EDT
  • Original Date Offers Due: Apr 28, 2026 05:00 pm EDT
  • Inactive Policy: 15 days after date offers due
  • Original Inactive Date: May 13, 2026
  • Initiative:
    • None
Classification
  • Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
  • Product Service Code: Y1LB - CONSTRUCTION OF HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS
  • NAICS Code:
    • 237310 - Highway, Street, and Bridge Construction
  • Place of Performance:
    Keene , NH
    USA
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.


Attachments/Links
Contact Information
Contracting Office Address
  • KO CONTRACTING DIVISION 696 VIRGINIA ROAD
  • CONCORD , MA 01742-2751
  • USA
Primary Point of Contact
Secondary Point of Contact


History
Commodity Codes
  • FSC YConstruction of Structures and Facilities
  • NAICS 237310Highway, Street, and Bridge Construction
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