Avondale Phase II Seepage project
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- W912P821B0065
- Agency
- ENDIST New Orleans US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Service-Disabled Veteran-Owned Small Business
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Louisiana, United States
Notice details come from SAM.gov. Updated .
About this opportunity
The U.S. Army Corps of Engineers, New Orleans District is seeking proposals to install approximately 1,000 feet of steel sheet piling along the left descending bank of the Mississippi River Levee in Jefferson Parish, Louisiana under Solicitation Number W912P821B0065. The sheet piles will be driven from river mile 108 to river mile 107 to a depth of 41 feet below grade and will range in length from 59 to 61 feet depending on location. Proposals are due by September 10, 2021 and the contract will be awarded based on technical acceptability, past performance, and price.
This set-aside opportunity is designated for Service-Disabled Veteran-Owned Small Businesses only. The primary NAICS code is 237990 and PSC code is R999. The incumbent contractor is [contractor name]. The government estimate for this project is $4,295,720. Sheet pile installation must be completed by November 30, 2021. The place of performance will be along the Mississippi River Levee in Jefferson Parish, Louisiana between river miles 108 and 107.
Notice text
DESCRIPTION OF WORK: The Avondale Phase II Seepage project will consist of sheet pile installation on the left descending
bank of the Mississippi River Levee (MRL) in Jefferson Parish, Louisiana from B/L Sta. 387+50 to B/L Sta. 394+50 and from B/L
Sta. 406+50 to 409+50. All work will occur between river mile 108 and river mile 107. The construction of the Work Item will
include tip of steel sheet piling which will be driven to elevation -41 feet for a non-continuous distance of approximately 1,000
feet. From B/L Sta. 387+50 to B/L Sta. 394+50 the sheet pile is 61 feet long, and from B/L Sta. 406+50 to B/L Sta. 409+50 the
sheet pile length is 59 feet long.
Attachments
| File | Type | Posted |
|---|---|---|
| B01_ Bid Abstract._21B0065 (SAM).pdf | ||
| Am 0004_Avondale Seepage Control Phase II.pdf | ||
| Am_0003_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf | ||
| Am_0002_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf | ||
| Am_0001_ Avondale Seepage Control Project Ph II_Ed 21-020.pdf | ||
| A21 - Solicitation.pdf | ||
| Avondale Seepage Control Project PHII Plans.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Avondale Phase II Seepage project | Award Notice | |
| Avondale Phase II Seepage project | Solicitation | |
| Avondale Phase II Seepage project | Pre-Solicitation |
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