Construction Services For Levee

The Department of the Army, Army Corps of Engineers, South Pacific Division, Sacramento District, has a design-bid-build requirement for construction services for levee improvements at Sacramento River Erosion (SRE) Site 1 in Sacramento, California.

Solicitation Summary

The Department of the Army, Army Corps of Engineers, South Pacific Division, Sacramento District, has a design-bid-build requirement for construction services for levee improvements at Sacramento River Erosion (SRE) Site 1 in Sacramento, California.

Solicitation in a Nutshell

Item

Details
Agency Department of the Army, Army Corps of Engineers, South Pacific Division, Sacramento District
Solicitation Number 1234567789
Status Pre-RFP
Solicitation Date 03/20/2025
Award Date 06/2025 (Estimate)
Contract Ceiling Value $10,000,000
Competition Type  Small Bus Set-Aside
Type of Award Other
Primary Requirement  Other Construction Services
Duration  180 day(s) base
Contract Type  Firm Fixed Price
No. of Expected Awards N/A
NAICS Code(s):
237990

Other Heavy and Civil Engineering Construction
Size Standard: $45.0 million annual receipts except $37.0 million annual receipts for Dredging and Surface Cleanup Activities
Place of Performance:
  • Sacramento, California, United States
    • Sacramento River Erosion (SRE)
Opportunity Website: https://sam.gov/opp/f6420f6861774dcf83aafb6d294ad39a/view

Background

N/A

Requirements

  • The project is anticipated to reduce the risk of levee failure from an erosion related levee breach for approximately 1,000 feet along the Sacramento River. The project is anticipated to include several erosion protection measures located above and below the average low flow water surface elevation (~7 feet NAVD88 as defined) using rock bank protection to include a 3.5-foot-thick lens of launchable Graded Stone C below the water surface to protect the bank from scour and erosion as well as Graded Stone C extended above the water surface to the top of the bank under the Pioneer Bridge section. The project is anticipated to include a 3.5-foot-thick lens of soil-rock mix above the water surface to protect the bank from wave wash generated by boat wakes and wind waves, demolition and removal of the existing upper bank material under the I-80 Pioneer Bridge section to provide a suitable foundation for the Graded Stone C, and In-stream Woody Material (IWM) to be placed below the water line to create in-stream cover for fisheries throughout the seasons and provide flow deflection along the bank.

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