| Project Type: | Amendment |
| Project Owner: | USACE, Rock Island District |
| Location: | Illinois, United States, Will (IL), Rock Island (IL), Rock Island (IL), Lockport (IL), 60441 |
| Estimated Value: | $25,000,000 to $100,000,000 |
| Estimated Jobs: | N/A - Congressional Budget Office
As compared with
1090 - White House Council of Economic Advisors |
| Category: | Construction - Marine - Harbors, Jetties, Piers, Ship Terminal Facilities, Contractor - Concrete, Masonry and Steel |
| Market Sector: | Federal |
| Bid Number: | W912EK-09-R-0065 |
| Publication Date: | 07/29/2009 |
| Submittal Date: | 08/04/2009 |
| Contact Information: | Conrad Baker
Email: a.conrad.baker@usace.army.mil
Phone: 1-309-794-5519
Fax: 309-794-5172
Address: P.O. Box 2004,Clock Tower Building, Rock Island, IL, 61204 |
| Additional Documents: | Amendment
Amendment |
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Description:
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FEDERAL ECONOMIC RECOVERY SPENDING
RECOVERY--Z--Major Rehabilitation, Stage III, Canal Walls, Lockport Pool,Illinois Waterway, Lockport Lock, Lockport, Will County, Illinois
Solicitation Number: W912EK-09-R-0065
Agency: Department of the Army
Office: U.S. Army Corps of Engineers
Location: U.S. Army Engineer District, Rock Island
General Information
Original Posted Date:
May 29, 2009
Posted Date:
Jul 28, 2009
Response Date:
August 4, 2009 Eastern
Original Response Date:
July 30,...
FEDERAL ECONOMIC RECOVERY SPENDING
RECOVERY--Z--Major Rehabilitation, Stage III, Canal Walls, Lockport Pool,Illinois Waterway, Lockport Lock, Lockport, Will County, Illinois
Solicitation Number: W912EK-09-R-0065
Agency: Department of the Army
Office: U.S. Army Corps of Engineers
Location: U.S. Army Engineer District, Rock Island
General Information
Original Posted Date:
May 29, 2009
Posted Date:
Jul 28, 2009
Response Date:
August 4, 2009 Eastern
Original Response Date:
July 30, 2009
Original Set Aside:
N/A
Set Aside:
N/A
Classification Code:
Z -- Maintenance, repair, and alteration of real property
NAICS Code:
237 -- Heavy and Civil Engineering Construction/237990 -- Other Heavy and Civil Engineering Construction
Contracting Office Address: US Army Engineer District, Rock Island, P.O. Box 2004, Clock Tower Building, Attn: CEMVR-CT, Rock Island, IL 61204-2004
Place of Performance: Lockport Lock 2502 Channel Drive Lockport IL
60441
US
Solicitation Number: W912EK-09-R-0065
Notice Type: Modification/Amendment Please consult the list of document viewers if you cannot open a file.
Amendment 5
https://acquisition.army.mil/asfi/solicitation_view.cfm?psolicitationnbr=W912EK09R0065
Description: See Solicitation
Primary Point of Contact.: Conrad Baker a.conrad.baker@usace.army.mil Phone: 3097945519
***Original Synopsis***
Synopsis: Added: May 29, 2009 5:27 pm RECOVERY--The purpose of this project is to install pre-cast concrete panels on the water side of the existing perched canal wall to prevent seepage and to protect the historic man-made canal wall from a catastrophic section breach. The pre-cast panels will be secured under water at the base by either keying them into bedrock or by drilled piers. The void created between the new panels and the existing monoliths will be filled with a high-slump in-fill concrete to decrease seepage through the wall and provide structural support to the panels. Further support to the pre-cast concrete panels will be supplied by a cast-in-place concrete anchor wall constructed landward of the canal face and connected to the panels by means of steel tie rods. The pre-cast concrete panels will be covered by a cast-in-place concrete cap that will include checkposts for barge traffic. The pre-cast concrete panels shall be tapered back to the existing wall at the upstream and downstream end of the project, which requires partial demolition of the existing wall. In support of this, the canal wall adjacent to the demolition areas will be grouted with a low-strength leakage cutoff construction material to prevent water from leaking from the canal into Deep Run Creek. Grouting the canal embankment with a low-strength material will decrease the amount of water leaking through the embankment and increase the structural integrity of the embankment.
During construction, operational facilities will be disturbed and will need to be repaired or replaced before completion of the construction project. These facilities shall include, but not be limited to asphalt pavement, guardrail, security fencing, site lighting, utilities, etc.
The construction contract will be awarded using competitive negotiation procedures for achieving the best value to the Government through the Source Selection Process. Award of the contract will be made to the firm whose technical and price proposal combined, best meets the Government's needs in the most effective, economical, and timely manner. The criteria used to determine best value to the Government in the form of a Technical Proposal and Price Proposal, will be outlined in the Solicitation in descending order of importance as follows: Technical Approach, Work Plan, Method and work plan for constructing, delivering, and placing pre-cast wall panels, Method and work plan for grouting tie-in embankment sections, Emergency Response Plan, Detailed Work Plan, Network Analysis, & Schedule Bar Chart for Entire Work Period, Major Plant & Equipment, Corporate Management, Key Personnel Experience, Prime Contractor and Sub Contractor Experience, Organization Chart, Safety Plan, Past Performance, Proposal Risk, Cost/Price, Price Proposal, Representations and Certifications, Subcontracting Plan
THIS PROCUREMENT IS ISSUED UNRESTRICTED UNDER THE SMALL BUSINESS COMPETITIVE DEMONSTRATION PROGRAM (PUBLIC LAW 100-656). North American Industry Classification System (NAICS) code is 237990 and the size standard of $33.5 million average annual gross revenue.
The estimated order of magnitude for this project is between $25,000,000 and $100,000,000 million.
It is anticipated that the plans and specifications for this procurement will be available on www.fbo.gov on or about 15 June 2009. Any contractor wanting the plans and specifications must download them from this website.
Contracting Office Address: US Army Engineer District, Rock Island, P.O. Box 2004, Clock Tower Building, Attn: CEMVR-CT, Rock Island, IL 61204-2004
Place of Performance: Lockport Lock 2502 Channel Drive Lockport IL
60441
US
Point of Contact(s): Conrad Baker, 309-794-5519
US Army Engineer District, Rock Island
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