Heise Roberts Levee Rehab

Agency: DEPT OF DEFENSE
State: Federal
Type of Government: Federal
FSC Category:
  • 56 - Construction and Building Materials
NAICS Category:
  • 237990 - Other Heavy and Civil Engineering Construction
Posted Date: May 28, 2026
Due Date: Jun 4, 2026
Solicitation No: W912EF26RSS029
Original Source: Please Login to View Page
Contact information: Please Login to View Page
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Description

Follow
Heise Roberts Levee Rehab
Active
Contract Opportunity
Notice ID
W912EF26RSS029
Related Notice
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
US ARMY CORPS OF ENGINEERS
Sub Command
ENGINEER DIVISION NORTHWESTERN
Sub Command 2
ENDIST WALLA WALLA
Office
US ARMY ENGINEER DISTRICT WALLA WAL
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General Information View Changes
  • Contract Opportunity Type: Sources Sought (Updated)
  • Updated Published Date: May 28, 2026 05:55 am PDT
  • Original Published Date: May 28, 2026 05:52 am PDT
  • Updated Response Date: Jun 04, 2026 04:00 pm PDT
  • Original Response Date: Jun 04, 2026 04:00 pm PDT
  • Inactive Policy: Manual
  • Updated Inactive Date: May 28, 2027
  • Original Inactive Date: May 28, 2027
  • Initiative:
    • None
Classification
  • Original Set Aside:
  • Product Service Code:
  • NAICS Code:
    • 237990 - Other Heavy and Civil Engineering Construction
  • Place of Performance:
Description View Changes

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.


Attachments/Links
Contact Information
Contracting Office Address
  • CONTRACTING DIVISION 201 NORTH 3RD AVE
  • WALLA WALLA , WA 99362-1876
  • USA
Primary Point of Contact
Secondary Point of Contact


History
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