Project Information

Bid Title

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

Issuing Agency

DEPT OF DEFENSE

Location

New Hampshire

Published Date

May 18, 2026

Closing Date

Government Level

Federal

Status

Closed

Ref. #

W912WJ26QA110

Original Source

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Bid Documents

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Project Description

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

Active

Contract Opportunity

Notice ID

W912WJ26QA110

Related Notice

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: Presolicitation (Original)
• Original Published Date: May 18, 2026 10:20 am EDT
• Original Response Date:
• Inactive Policy: Manual
• Original Inactive Date: Jun 19, 2026
• Initiative:
  • None

Classification

• Original Set Aside:
• Product Service Code:
• NAICS Code:
• Place of Performance:
  Keene , NH
  USA

Description

The U.S. Army Corps of Engineers – New England District is issuing a Presolicitation Notice for Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH.

QUESTIONS REGARDING THE PROCUREMENT WILL NOT BE ANSWERED DURING THE PRESOLICITATION PHASE. SUBMIT QUESTIONS TO THE CONTRACT SPECIALIST AFTER THE SOLICITATION AND ASSOCIATED DOCUMENTS HAVE BEEN POSTED.

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 is not a request for quotes at this time. The solicitation requirements and contract documents, to include instructions for submission, and the response date will be available on or about June 2, 2026. Neither telephonic, mailed nor faxed requests for hard copies of this solicitation will be accepted. The solicitation will only be available online; in order to download the solicitation offerors must access the Contract Opportunities website (www.SAM.gov).

This procurement is set-aside for 8(a) 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

• Alicia LaCrosse
• alicia.n.lacrosse@usace.army.mil
• Phone Number 9783188902

Secondary Point of Contact

History

• May 18, 2026 10:20 am EDTPresolicitation (Original)

Commodity Codes

• FSC YConstruction of Structures and Facilities

• NAICS 237310Highway, Street, and Bridge Construction
• NAICS 238110Poured Concrete Foundation and Structure Contractors

Related bids

Jun 16, 2026	[Solicitation (Original)] Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH
Jun 27, 2026	[Solicitation (Updated)] Entrance Bridge Abutment Concrete Repairs, Otter Brook Lake, Keene, NH

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