Lexington Harbor Breakwater Repair
| Location: |
Federal |
| Posted: |
Feb 5, 2026 |
| Due: |
Feb 24, 2026 |
| Agency: |
DEPT OF DEFENSE |
| Type of Government: |
Federal |
| Category: |
- Y - Construction of Structures and Facilities
|
| Solicitation No: |
W911XK26BA006 |
| Publication URL: |
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Lexington Harbor Breakwater Repair
Active
Contract Opportunity
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
US ARMY CORPS OF ENGINEERS
Sub Command
ENGINEER DIVISION GREAT LAKES AND OHIO
Sub Command 2
ENDIST DETROIT
Office
W072 ENDIST DETROIT
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General Information View Changes
-
Contract Opportunity Type: Solicitation (Updated)
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Updated Published Date: Feb 05, 2026 01:31 pm EST
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Original Published Date: Jan 23, 2026 07:00 pm EST
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Updated Date Offers Due: Feb 24, 2026 02:00 am EST
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Original Date Offers Due: Feb 24, 2026 02:00 am EST
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Inactive Policy: Manual
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Updated Inactive Date: Feb 05, 2027
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Original Inactive Date:
Jan 24, 2027
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Initiative:
Classification
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Original Set Aside: Total Small Business Set-Aside (FAR 19.5)
-
-
Product Service Code: Y1PZ - CONSTRUCTION OF OTHER NON-BUILDING FACILITIES
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NAICS Code:
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237990 - Other Heavy and Civil Engineering Construction
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Place of Performance:
48450
Description View Changes
***Amendment 0001 is issued to remove FAR Clause 52.236-27 - Site Visit (Construction) and to provide organized site visit information within Section 00 21 13 - Instructions to Bidders. Reference the amendment for full details.*** Lexington Harbor Breakwater Repair. This project includes breakwater repair operations at Lexington Harbor. The north breakwater is a permeable rubble mound structure and allows sand shoaling within the harbor. Voids in the north breakwater are exacerbating sediment infiltration within the harbor. A walkway is present atop the north breakwater. The walkway is approximately 5 feet wide and generally in good condition. The north breakwater voids are partially sand filled. The sand fill depth varies; however, sand generally extends to the existing water elevation. The project objective is to alter the existing permeable rubble mound breakwater structure to an impermeable structure. The proposed scope of work includes constructing a grout curtain wall within the structure. The proposed grout curtain wall is chemical grout and a cementitious grout material. The chemical grout material is proposed within the sand filled breakwater structure. The cementitious grout material is proposed above the sand filled area. The intent of the grout curtain wall is to prevent sand from infiltrating through the breakwater structure. The existing Portland cement concrete walkway is reconstructed upon completion of grouting operations. As previously stated, the project includes breakwater repair by constructing a grout curtain wall and Portland cement concrete walkway reconstruction. Information regarding the U.S. Army Corps of Engineers process for settling requests for equitable adjustments and duration goals to achieve definitization of equitable adjustments for change orders under construction contracts can be found by going to https://www.usace.army.mil/Strategic-Partnerships/Partnering/mod/129895/details/443/ then scrolling down on right hand side of page by clicking on ?View FFP Contract Changes Playbook Here?.
Attachments/Links
Contact Information
Contracting Office Address
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CONTRACTING OFFICE KO 477 MICHIGAN AVE
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DETROIT , MI 48226-5000
-
USA
Secondary Point of Contact
History
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