RECOVERY--Y--PROJECT NUMBER W9127N09C0032, Title Castle Rock Slurry Wall Contract
Award Notice Posted
- Solicitation number
- W9127N09C0032
- Agency
-
ENDIST Portland
US Army Corps of Engineers, Department of Defense
- Awarded
- to D D-M Leasing Company, Inc.
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- W9127N09C0032 Federal contract award
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- PSC
- Not on record
- Place of performance
- Portland District, US Army Corps of Engineers Contracting Division (Cenwp-CT_, P.O. Box 2946 Portland OR 97208 US
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): D D-M Leasing Company, Inc, DBA D-DM Crane & Rigging, W9127N-09-C-0032
Portland District Corps of Engineers issued modification number P00002 using recovery act funding to Contract number W9127N-09-C-0032, awarded to D D-M Crane and Rigging, out of Alameda CA, DUNS Number 968482034 This modification is to provide Landward slope stabilization. The Erosion control blanket shall be placed on the disturbed areas of the landward slope and will protect the slope and prevent debris from falling onto private property. The award amount using recovery act funding is $30,874.62.
Update #2 ·
RECOVERY--The U.S. Army Corps of Engineers (USACE), Portland District (NWP) had a public bid opening related to the requirement for the installation of a slurry wall using a Cement Bentonite slurry to prevent seepage through the Castle Rock Levee. The work consists of earthwork (degrading the levee to a uniform crest); site work including removing existing light poles and concrete bases along with electrical pull boxes to be reused; construction of a seepage cutoff wall composed of wall panels along the alignment shown, using the Cement Bentonite (CB) slurry trench excavation method; levee embankment construction; installation of light pole bases, electrical pull boxes, and conduit (Optional); and placement of riprap. The Cement Bentonite Slurry wall shall be 1700 LF with a typical depth of 40 feet and a minimum width of 30.
Update #1 ·
The U.S. Army Corps of Engineers (USACE), Portland District (NWP) has awarded a contract for the installation of a slurry wall using a Cement Bentonite slurry to prevent seepage through the Castle Rock Levee. The work consists of earthwork (degrading the levee to a uniform crest); site work including removing existing light poles and concrete bases along with electrical pull boxes to be reused; construction of a seepage cutoff wall composed of wall panels along the alignment shown, using the Cement Bentonite (CB) slurry trench excavation method; levee embankment construction; installation of light pole bases, electrical pull boxes, and conduit (Optional); and placement of riprap. The Cement Bentonite Slurry wall shall be 1700 LF with a typical depth of 40 feet and a minimum width of 30.
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