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This notice has been superseded. See the latest notice: Lexington Harbor Breakwater Repair (Solicitation)

Lexington Harbor Breakwater Repair

Key dates

Posted
Feb 5, 2026
Response deadline
Feb 24, 2026, 7:00 AM UTC
Archive date
Archive type
autocustom

Classification

Notice type
Solicitation
Base type
Solicitation
Set-aside
Total Small Business Set-Aside (FAR 19.5)
Set-aside code
SBA
PSC
Y1PZ

NAICS

Issuing office

Department
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Office
W072 ENDIST DETROIT
Office code
Organization type
OFFICE
Office address
DETROIT, MI, 48226-5000, USA

Place of performance

Street
Street 2
City
State
Zip
48450
Country

Contacts

Description

***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?.

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Metadata

Notice ID
306266e5b3324e5384c5731bc6058116
Full path
DEPT OF DEFENSE.DEPT OF THE ARMY.W072 ENDIST DETROIT
Office code
Ingested
May 2, 2026
Updated
Jul 11, 2026