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This Government Contract opportunity from Department Of Defense was posted on May 28, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Riprap Toe Bench Installation at Damage Site #4

Closed
Federal

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This contract involves the installation of a riprap toe bench spanning over 600 linear feet to reinforce and stabilize the left bank at Damage Site #4. The work is designed to integrate with previous flood-repair efforts, enhancing the overall effectiveness of the flood mitigation measures in the area. The project falls under the NAICS code 237310, which relates to the construction of highway, street, and bridge structures, indicating the specialized nature of the work involved. Issued by the US Army Engineer District Walla Walla, part of the Department of Defense, the contracting opportunity is classified as a subcontract with no specified set-aside type. The solicitation was posted on May 28, 2026, with a response deadline of June 4, 2026. While specific location details and contact information are not provided, the project aims to address critical infrastructure repairs related to flood damage, highlighting the importance of timely and skilled construction services in this federally managed flood control initiative.

General Info

Install 600-foot riprap toe bench to stabilize Damage Site #4 flood-damaged left bank.

Agency

Department Of Defense → US Army Engineer District Walla Wal

NAICS

237310 - Highway, Street, and Bridge Construction View NAICS

Place of Performance

WA

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → US Army Engineer District Walla Wal
ContactsNo contacts available
OfficeN/A
Organization / Agency
Department Of Defense → US Army Engineer District Walla Wal
Office AddressN/A
ContactsNo contact information available

Full Description

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Installation of a riprap toe bench over 600 linear feet, integrated with prior flood-repair work on the left bank.