A12_19R0024_PRESOL_NOTICE.pdf
PDF 307 KB Posted
- Attached to
- PRE SOLICITATION CONFERENCE Federal contract opportunity
- Solicitation number
- W912P9-19-R-0024
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| 4_17_19_PRE-SOLICITATION_CONFERENCE.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part3.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part4.pdf | ||
| MESD_Cutoff_Wall_Photo.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part1.pdf | ||
| MESD_Cutoff_PreSolicitationPlans_Part2.pdf | ||
| A08_19R0024_DRAFT_RFP_4_2_19.pdf | ||
| MESD_Cutoff_PreSolicitationSpec.pdf | ||
| PRE-SOLICITATION_CONFERENCE.pdf |
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Text version
Solicitation #:
W912P9-19-R-0024
Procurement Type:
Presolicitation
Primary Point of Contact.:
KRISTINA J BAKER,
CONTRACT SPECIALIST
KRISTINA.J.BAKER@USACE.ARMY.MIL
Phone: 3143318506
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Notice Details
Title:
EAST ST LOUIS CUT OFF WALL
Classification Code:
Y -- Construction of structures and facilities
NAICS Code:
237990 -- Other Heavy and Civil Engineering Construction
Is this a Recovery and Reinvestment Act Action?:
No
Response Date:
May 17, 2019 3:00 pm Central
Description:
The U. S. Army Corps of Engineers, St. Louis District, is seeking a firm to construct a new 4600 foot Deep
Cut Off Wall. The work provided herein consists of furnishing all plant, labor, equipment, and material, except earth material from required excavations, and performing all operations necessary for construction of a deep soil-cement-bentonite cutoff wall. MESD deep slurry trench will be panel constructed as a continuous soil cement- bentonite cutoff wall approximately 4600 feet long and a minimum of two feet wide.
The slurry wall will be tied into limestone bedrock approximately 120 to 140 feet below existing ground.
Construction of the cutoff wall will require a temporary work platform approximately 5 - 10 feet thick. Other construction activities will include removal of unsuitable materials from the riverside face of the existing levee and placement of a minimum 5 foot thick clay cap on the riverside levee face. The subsurface conditions typically consist of 1 to 10 feet of clay material underlain by approximately 110 to 130 feet of sands, gravels, and cobbles.
Solicitation Number: W912P9-19-R-0024 is a Request for Proposal (RFP) Solicitation. There will be no public bid opening. This solicitation is Unrestricted.
The NAICS code for the work is 237990, Other Heavy and Civil Engineering Construction. The SBA size standard is $36.5 Million. The magnitude of this project is more than $10,000,000.00. Postal service copies
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User Guide For Help: Federal Service Desk Accessibility are required. Electronic copies are not permitted. The closing date and time for submission of offers will be contained in the solicitation package. The solicitation is expected to be issued on or about 1 May 2019. This solicitation package will be posted on FedBizOpps, which can be accessed at www.fedbizopps.gov/. The
Government will not provide paper copies of the solicitation or the Interested Vendors List (IVL). Telephone, written, facsimile, or e-mail requests for the solicitation package or the IVL list will not be honored. Potential bidders MUST register at www.fedbizopps.gov/, in order to receive notification and/or changes to the solicitation.
The IVL will be activated and may be accessed and printed from this website. Prospective offerors who would like their company name included on the Mailing List (plan holders list) may do so on the
FedBizOpps website (fbo.GOV) under IVL. Potential offerors are responsible for monitoring this site for the release of the solicitation package and any other pertinent information and for downloading their own copy of the solicitation package. This notice does not obligate the Government to award a contract nor does it obligate the Government to pay for proposal preparation costs. Be advised that all interested parties MUST be registered in the System for Award Management (SAM) Database, www.sam.gov in order to receive a contract award. If you have any additional questions, please contact Kristina J Baker at (314) 331-8506 or via email at kristina.j.baker@usace.army.mil.
Place of Contract Performance:
The East St. Louis Flood Control Project or Metro East Sanitary District
(MESD) levees are generally located along the eastern bank of the Mississippi
River, between Edwardsville, Illinois and Cahokia, Illinois. The MESD Stations
973+00 to 1020+00 levee segment along the Mississippi River
EDWARDSVILLE, Illinois
United States
Archiving Policy:
Automatic, 15 days after response date
Allow Vendors To Add/Remove From Interested Vendors:
Yes
Allow Vendors To View Interested Vendors List:
Yes
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