Gulf Intracostal Waterway

The Department of the Army, US Army Corps of Engineers, Galveston District has a requirement for construction services for Gulf Intracoastal Waterway, Texas, Placement Area No. 118-A Dike Raise and Shoreline Erosion Protection in Calhoun County, Texas.

Solicitation Summary

The Department of the Army, US Army Corps of Engineers, Galveston District has a requirement for construction services for Gulf Intracoastal Waterway, Texas, Placement Area No. 118-A Dike Raise and Shoreline Erosion Protection in Calhoun County, Texas.

Solicitation in a Nutshell

Item

Details
Agency Department of the Army, US Army Corps of Engineers, Galveston District
Solicitation Number W912HY25X14SD
Status Pre-RFP
Solicitation Date 04/2025 (Estimate)
Award Date 06/2025 (Estimate)
Contract Ceiling Value $10,000,000
Competition Type Undetermined
Type of Award Undetermined
Primary Requirement Architecture Engineering and Construction
Duration TBD
Contract Type TBD
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:
  • Port Lavaca, Texas, United States
Opportunity Website: https://sam.gov/opp/8e50d1056fba419ab7cc6b2d607baa7b/view

Gulf Intracostal Waterway Background

N/A

Gulf Intracostal Waterway Requirements

  • Schedule No. 1: replace existing drop outlet structure; clearing and grubbing of access, containment and training dikes; construction of access dike (approx. 550 CY), construction of semi-compacted containment dike (approx. 180,000 CY); construction of uncompacted training dike (approx. 1,500 CY); stripping and turfing; and providing as-built drawings
  • Option 1, Construction of Revetment at West End of PA 118A: Revetment cut (approx. 5,000 CY); Revetment fill (approx. 2,000 CY) placement of non-woven geotextile (approx. 5,000 SY; placement of No. 1 bedding stone (approx. 850 TON); and placement of R-300 Riprap (approx. 6,200 TON)
  • Option 2, Construction of Breakwater at East End of PA 118A: Breakwater cut (approx. 100 CY); placement of woven geotextile (approx. 4,000 SY; placement of R-20 bedding stone (approx. 1,500 TON); and placement of R-700 Riprap (approx. 5,000 TON)

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