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PROPOSED COMPLETION OF CONSTRUCTION APPROVAL RESOLUTION (TRANSPORTATION AND HIGHWAYS)
Department: Transportation and Highways
Other Part(ies): Albin Carlson & Company, Addison, Illinois
Action: Approval
Good(s) or Service(s): This improvement which consists of roadway reconstruction for 171st Street from Wood St. to Ashland Ave. and Park Ave. from station 20+00 to 23+00 with earth excavation, storm sewer and drainage structures, detention facility, pumping station with force main, aggregate base course, concrete pavement, curb and gutter, cast in place retaining walls, commuter parking lot with aggregate base, binder and surface course, traffic signals, street lighting, lift station with associated force main, pavement markings, landscaping, traffic control and other related work to complete the project.
Location of Project: 171st Street, Wood Street to Ashland Avenue in the Villages of East Hazel Crest, Hazel Crest and the City of Harvey
Section: 04-B8431-08-PV
County Board District: 5 and 6
Contract Number: IDOT Contract Number 10212
Federal Project Number: CMM-HPD-M8003-(427)
Federal Job Number: C-91-187-11
Final Cost: $12,615,475.74
Percent Above or Below Construction Contract Bid Amount: -$473,552.34 or -3.62% below the Construction Contract Bid Amount
Summary: On 2/6/2007 your Honorable Body awarded a contract to Albin Carlson & Company, Addison, Illinois for the aforesaid improvement to be completed in accordance with the plans and specifications.
The awarded contract amount of this project was $13,089,028.08 and the final construction cost is $12,615,475.74.
The decreases are attributed to the difference between the estimated quantities and actual field quantities of work performed with deductions in supplemental watering, earth excavation, pavement removal, driveway pavement removal, chain link fence, trench backfill, sediment control, drainage structure inlet filter cleaning, storm sewer 24 in., water main removal 6 in., ductile iron water main 12 in., 30 in. steel sleeve, soil bentonite slurry cut off wall (35 ft. deep), protective coat, rustication finish, untreated timber lagging, furnish soldier piles, controlled low strength material, hand rails, drilling and setting soldier piles, concrete re-facing, preformed pavement marking line 4 in. and 12 in., conduit pushed 3 in.
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