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.
Award Overview
Contacts
Contracting Officer
Primary Contact
Documents
Files (1)
- Download
W912EF26RSS29 Sources Sought Hsise Roberts Levee Rehab.pdf
372 KBAdded in Sources Sought version 2Posted
Links (4)
- PIEE Solicitation Module Link for W912EF26RSS029piee.eb.milPosted
- Web Based Training for the PIEE Solicitation Modulepieetraining.eb.milPosted
- Registration Instructions for the PIEE Solicitation Modulewww.acq.osd.milPosted
- Department of Defense Procurement Toolboxdodprocurementtoolbox.comPosted
Lifecycle
- 1
- 2Version 2Sources SoughtCurrent
Heise Roberts Levee Rehab
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Additional Details
Solicitation Number
W912EF26RSS029
Archive Date
May 28, 2027
Office Address
WALLA WALLA, WA, 99362-1876