Chicago Harbor Shorearm Extension

The Department of the Army, Army Corps of Engineers, Chicago District has a requirement for the project titled “Chicago Harbor Shore arm Extension and Breakwater, Chicago Illinois”.

Solicitation Summary

The Department of the Army, Army Corps of Engineers, Chicago District has a requirement for the project titled “Chicago Harbor Shore arm Extension and Breakwater, Chicago Illinois”.

Solicitation in a Nutshell

Item

Details
Agency Department of the Army, Army Corps of Engineers, Chicago District
Solicitation Number W912P625B0015
Status Post-RFP
Solicitation Date 01/03/2025
Award Date 04/2025 (Estimate)
Contract Ceiling Value $10,000,000
Competition Type  Small Bus Set-Aside
Type of Award Other
Primary Requirement Other Construction Services
Duration 365 days
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:
  • Chicago, Illinois, United States
Opportunity Website: https://sam.gov/opp/223649189c61438c8b81f35a34051138/view

Background

N/A

Requirements

  • The project (Chicago Harbor Shore arm Extension and Breakwater, Chicago Illinois) includes repairs to the existing exterior and shore arm extension breakwaters in order to stabilize these existing structures, as well as any incidental related work. Repairs will restore the structures to original design function and maintain safe passage for vessels entering and exiting the Chicago Harbor. Along the exterior eastern breakwater, work consists of adding a bedding layer of gravel, B-stone as an underlayer along each side of the existing timber crib breakwater, B-stone at the toe of each slope, and A stone on the top of each slope and along the top of the breakwater. Along the shore-arm extension breakwater, work consists of drilling and grouting a double row grout curtain along the top of the cap, filling relief wells in the cap, and providing grout containment measures.

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