AWARD
Z -- RECOVERY--Z--Major Rehabilitation, Stage III, Canal Walls, Lockport Pool,Illinois Waterway, Lockport Lock, Lockport, Will County, Illinois
- Notice Date
- 9/15/2009
- Notice Type
- Award Notice
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- US Army Engineer District, Rock Island, P.O. Box 2004, Clock Tower Building, Attn: CEMVR-CT, Rock Island, IL 61204-2004
- ZIP Code
- 61204-2004
- Solicitation Number
- W912EK-09-R-0065
- Response Due
- 7/30/2009
- Archive Date
- 10/15/2009
- Point of Contact
- Sally Duncan, 309/794-5628
- E-Mail Address
-
US Army Engineer District, Rock Island
(sally.a.duncan@usace.army.mil)
- Small Business Set-Aside
- N/A
- Award Number
- W912EK-09-C-0097
- Award Date
- 9/9/2009
- Awardee
- Walsh Construction Company, Chicago, IL
- Award Amount
- 42,907,942.76 Recovery, 20,943,162.54 Non-Recovery
- Line Number
- 0001, 0002, 7001, 7002
- Description
- 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.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA25/W912EK-09-R-0065/listing.html)
- Record
- SN01955315-W 20090917/090916001349-744dcf32c7d4419704bc34d8d016f5cd (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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