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Notice ID: 4a74217e01a1457e8b95522fb0aaa3cbSources Sought

Heise Roberts Levee Rehab

Responses closed . Full description on SAM.gov.

Overview

Response deadline
4:00 PM PDT
Posted
May 28, 2026
Notice type
Sources Sought
NAICS
237990: Other Heavy and Civil Engineering Construction
Agency
Department of WarDepartment of the Army

Notice details

Office
US ARMY CORPS OF ENGINEERS.ENGINEER DIVISION NORTHWESTERN.ENDIST WALLA WALLA.US ARMY ENGINEER DISTRICT WALLA WAL
Last updated
Oct 28, 2026
First published
Last updated on SAM.gov

Identifiers

Solicitation number
W912EF26RSS029
Notice ID
4a74217e01a1457e8b95522fb0aaa3cb

Description

Heise-Roberts Right Bank Upper System Damage Site # 1 ? This site is located on the right bank levee system approximately 1 mile upstream of Lorenzo Bridge. At this levee segment, the river is eroding the streambank to the point of encroaching on the toe of the levee. This levee segment is not armored with riprap. The levee needs riprap revetment to protect the toe and slope of the levee prior to the next flood event. Excavating down approximately 8? to the toe of the levee and armoring the levee with riprap on the riverside side of the levee is necessary to protect the levee from eroding. This site is approximately 600 linear feet in length.Heise-Roberts Right Bank Upper System Damage Site # 2 ? This site is located on the right bank levee near Lorenzo Bridge. At this levee segment the large, dumped stone upstream of the railroad bridge abutment has been undercut and washed downstream. Additional riprap is needed to key in the remaining riprap and protect the toe of the levee and areas of erosion on the slope of the levee. This site is approximately 600 linear feet in length.Heise-Roberts Right Bank Lower System Damage Site # 3 ? This site is located on the right bank levee system near Roberts Bridge. This site has experienced erosion at the toe of slope, and the riprap has slid down the slope of the levee, leaving the upper levee exposed to erosion. Riprap revetment would need to be keyed in with existing riprap to protect the upper part of the levee and existing riprap needs to be keyed in to create a stable toe. This site is approximately 300 linear feet in length.Heise-Roberts Left Bank Levee System Damage Site # 4 - This site is located on the left bank levee system, approximately 1.5 miles downstream of Lorenzo Bridge. This site is at an impingement point that eroded a large amount of riverbank that was repaired during a flood fight. A Riprap toe bench needs to be placed and keyed in with the existing slope riprap revetment placed during previous flood fight conditions. This site is approximately 600 linear feet in length.

Full description on SAM.gov

Award Overview

Contacts

Contracting Officer

Primary Contact

Documents

Files (1)

  • W912EF26RSS29 Sources Sought Hsise Roberts Levee Rehab.pdf

    372 KBAdded in Sources Sought version 2Posted
    Download

Lifecycle

  1. 1
    Version 1Sources Sought

    Heise Roberts Levee Rehab

    Notice a47e3d0bcd064fdb8b1d7096abef29ec on SAM.gov

  2. 2
    Version 2Sources SoughtCurrent

    Heise Roberts Levee Rehab

    Notice 4a74217e01a1457e8b95522fb0aaa3cb on SAM.gov

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Additional Details

Solicitation Number

W912EF26RSS029

Archive Date

May 28, 2027

Office Address

WALLA WALLA, WA, 99362-1876