November 06, 2020 Letting 12:00 PM
066-61G54

Bulletin Description

Replace a pedestrian bridge at the intersection of Eastern Avenue and Harris Avenue over Flagg Creek in Clarendon Hills.
Region District DBE % VBP % Federal Project #
1 1 0.00 0.00 ZL24(463)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DuPage
  • MUN 4003
  • 19-00048-00-BR CLARENDON HILLS
  • C-91-361-19
  • 1-22254-0000
Contract Specifics
15 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of October 27, 2020 04:30 PM.

  • Will there be an addendum to include a pile driving pay item?
    An addendum will be issued. (10/28/2020)

  • 1. Bridge picket railings shown on outside of truss. This is not typical. Please confirm railing location. 2. Bridge loading and geometry on sheet 10 and sheet 11 do not match,(i.e. 25' span vs 84', 90 psf live load vs 85 psf, no vehicle load vs H6 vehicle load). Please advise.
    Regarding #1: The vertical pickets shown on the outside of the truss are for aesthetic purposes. The picket location (inside/outside) can be determined prior to the prefabrication process and will not affect the cost of design of the structure. Regarding #2: We do not see any discrepancy in loading or geometry between Sheets 10 and 11. They both state a 25' span and 90 psf loading. (10/19/2020)

  • Bridge structure as shown seems to place a load on the wall structure Goegrid from the wall structure is at or beyond the HP piles and it looks as if the piles don't reach to bottom of wall elevation Wall designer needs the bridge loading conditions if it can even be designed in this way at all. Or a better solution would be to extend piles to a minimum of lowest elevation of wall structure There is also a concern that driving HP piles may damage the wall structure Please advise
    The Bottom of Wall elevation, as shown on Sheet 13, is 706.33. The piles are estimated to be 10' long each resulting in the b/pile tip elevation of 701.84; almost 5 feet below the b/wall elevation. Means and methods will be left to the contractor. If the pile installation is done prior to the replacement of the seqmental block wall; no damage would be done to the proposed wall (10/19/2020)

Authorized Bidders

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $136,010.60

  • 0204 Areatha Construction Co., Inc.
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net
    $336,252.50

  • 6117 Austin Tyler Construction, Inc.
    23343 S Ridge Road
    Elwood, IL 60421
    Phone: (815) 726-1090 Fax: (815) 726-1171 Email: info@austin-tyler.com
    $140,404.00

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $224,137.50

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com
    $139,431.80

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record
    $162,845.00

  • 3574 MYS, Incorporated
    12416 S. Harlem Ave
    Palos Heights, IL 60463
    Phone: (708) 448-0983 Fax: (708) 448-8098 Email: tyelnick@mysincorporated.com
    $188,975.00

  • 1750 P. T. Ferro Construction Co.
    700 South Rowell Ave.
    Joliet, IL 60433
    P.O. Box 156
    Joliet, IL 60434
    Phone: (815) 726-6284 Fax: (815) 726-5614 Email: estimating@ptferro.com
    $160,921.80

  • 4677 Path Construction Company, Inc.
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

  • 4969 Rausch Infrastructure, LLC
    1111 E Touhy Avenue, Suite 120
    Des Plaines, IL 60018
    Phone: (708) 667-0165 Fax: (847) 813-9710 Email: mjkovalsky@rausch.llc

  • 5832 Sumit Construction Co., Inc.
    4150 W. Wrightwood Ave
    Chicago, IL 60639
    Phone: (773) 276-4600 Fax: (773) 276-4644 Email: No Record

  • 6272 Vixen Construction, Inc.
    7600 W. 79th Street
    Bridgeview, IL 60455
    Phone: (708) 728-1950 Fax: (708) 728-1960 Email: No Record

Non Bidders

  • 1604 Era-Valdivia Contractors, Inc.
    (Pending Authorization)
    11909 S. Avenue O
    Chicago, IL 60617
    Phone: (773) 721-9350 Fax: (773) 721-8027 Email: estimating@eravaldivia.com

  • 9032 Gatwood Crane Service, Inc.
    2345 E Hamilton Road
    Arlington Heights, IL 60555
    Phone: (847) 364-1400 Fax: (847) 439-0163 Email: Adam@GatwoodCrane.com

Pay Item # UOM Description Type Quantity Unit Price
20101000 FOOT TEMPORARY FENCE Base items 100.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 100.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 100.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 150.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 220.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 100.000
44000600 SQ FT SIDEWALK REMOVAL Base items 90.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50104650 SQ YD SLOPE WALL REMOVAL Base items 50.000
50200100 CU YD STRUCTURE EXCAVATION Base items 35.000
50300225 CU YD CONCRETE STRUCTURES Base items 7.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 790.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 70.000
51201300 FOOT FURNISHING STEEL PILES HP8X36 Base items 40.000
51202305 FOOT DRIVING PILES Base items 40.000
52200800 SQ FT SEGMENTAL CONCRETE BLOCK WALL Base items 170.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 50.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 10.000
60108104 FOOT PIPE UNDERDRAINS, TYPE 1, 4" Base items 45.000
67100100 L SUM MOBILIZATION Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 150.000
X0322924 SQ FT RETAINING WALL REMOVAL Base items 75.000
X0426200 L SUM DEWATERING Base items 1.000
X4240430 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) Base items 100.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 40.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0055900 FOOT RUSTIC WOOD POST AND RAIL FENCE Base items 25.000
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.