Home > Notice of Letting > Contract Detail

July 30, 2021 Letting 12:00 PM
013-62J25

Plans and Special Provisions
Pay Item Report
Electronic Bidding (EBids)

Bulletin Description

(636-Ft) Removal of the existing retaining wall and replacement with new soldier piles wall with lagging. Location: West side of IL 59, from Glen Ave to Forest Ave in the City of West Chicago in DuPage County.
Region District DBE % VBP % Federal Project #
1 1 15.00 0.00 NHPPHD18(836)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DuPage
  • FAP 338
  • 2019-048-I
  • C-91-393-19
  • 1-79968-0000
Contract Specifics
85 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of July 20, 2021 04:30 PM.

  • Q2: Will the hardware and ties need to be vinyl coated? This needs to be clarified because in the absence of a detail with specifications, IDOT will likely get galvanized framework and hardware, and vinyl fabric per note 17 plan sheet 2. Will IDOT accept black? As this is appears to be the only color vendors are willing to sell.
    The chain link fence should be constructed per Highway Standard 664001-02 referenced on sheet No. 2, lower left hand corner. Also, bidder's attention is directed to "one star" (*) note on sheet No. 8, lower left hand corner. The bidder shall assume that hardware and ties need to be vinyl coated brown. Brown vinyl coated chain link fence has been requested by the Village of West Chicago. Any and all fence color and coating details shall be coordinated with the Village. (07/21/2021)

  • Chain Link Fence 6’ The plans do not include a detail of the chain link fence. Please provide a detail on the chain link fence- specifically, will cast-in-place sleeves with posts grouted in place be acceptable, OR are you expecting a 12” diameter core, and the fence posts set in concrete footings? Plan sheet 2, note 17 states that the chain link fabric shall be Type IV Class B Brow Vinyl Coated fabric. Q1: Will the posts and brace rails need to be Vinyl Coated brown?
    The chain link fence should be constructed per Highway Standard 664001-02 referenced on sheet No. 2, lower left hand corner. Also, bidder's attention is directed to "one star" (*) note on sheet No. 8, lower left hand corner. The bidder shall assume that posts and brace rails need to be vinyl coated brown. Brown vinyl coated chain link fence has been requested by the Village of West Chicago. Any and all fence color and coating details shall be coordinated with the Village. (07/21/2021)

  • there is no pay item for the structural excavation.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. Any revisions or omissions of bid items will be handled in construction according to Section 109 of the Standard Specifications for Road and Bridge Construction. (07/21/2021)

  • What information is there about the existing wall and footing?
    The Department is in the process of compiling the requested information and will post it to the additional information folder on the website. Contractors should monitor the website for the updated information. (07/20/2021)

Authorized Bidders

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $938,400.74

  • 0382 ACURA INC.
    556 COUNTY LINE ROAD
    SUITE B.
    BENSENVILLE, IL 60106
    Phone: (630) 766-9979 Fax: (630) 766-6826 Email: Estimating@acurainc.com

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $1,494,610.16

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

  • 0362 Benchmark Construction Co., Inc.
    2260 Southwind Blvd
    Bartlett, IL 60103
    Phone: (630) 497-1700 Fax: (630) 497-1737 Email: dominickf@bmk8.com
    $1,183,000.65

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $1,075,666.50

  • 1552 Dunnet Bay Construction Company
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: (630) 539-1200 Fax: (630) 539-4171 Email: estimating@dunnetbay.net

  • 0733 John Burns Construction Company
    999 Oakmont Plaza Drive, Suite 400
    Westmont, IL 60559
    Phone: (708) 638-7642 Fax: (708) 326-3499 Email: lmartinez@jbcco.com

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $993,804.30

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record
    $1,117,394.53

  • 3574 MYS, Incorporated
    12416 S. Harlem Ave
    Palos Heights, IL 60463
    Phone: (708) 448-0983 Fax: (708) 448-8098 Email: tyelnick@mysincorporated.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
    $1,356,902.75

  • 5832 Sumit Construction Co., Inc.
    4150 W. Wrightwood Ave
    Chicago, IL 60639
    Phone: (773) 276-4600 Fax: (773) 276-4644 Email: No Record
    $1,774,514.02

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 60.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 55.000
20900110 CU YD POROUS GRANULAR BACKFILL Base items 94.800
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 177.000
21301072 FOOT EXPLORATION TRENCH 72" DEPTH Base items 100.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 3.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 3.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 3.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 177.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 9.000
28000510 EACH INLET FILTERS Base items 6.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 245.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 61.000
42001300 SQ YD PROTECTIVE COAT Base items 896.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 544.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,418.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 287.000
50102400 CU YD CONCRETE REMOVAL Base items 99.200
50300225 CU YD CONCRETE STRUCTURES Base items 32.700
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 2,328.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 3,640.000
52200100 FOOT FURNISHING SOLDIER PILES (HP SECTION) Base items 1,360.000
52200200 CU FT DRILLING AND SETTING SOLDIER PILES (IN SOIL) Base items 4,271.000
52200260 SQ FT PRECAST CONCRETE LAGGING Base items 2,499.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 303.000
60266600 EACH VALVE BOXES TO BE ADJUSTED Base items 1.000
60300105 EACH FRAMES AND GRATES TO BE ADJUSTED Base items 5.000
60300305 EACH FRAMES AND LIDS TO BE ADJUSTED Base items 1.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 84.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 748.000
60605900 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-9.12 Base items 587.000
60618320 SQ FT CONCRETE MEDIAN SURFACE, 6 INCH Base items 4,191.000
66400305 FOOT CHAIN LINK FENCE, 6' Base items 576.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 285.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 2.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 15.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 12.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 56.000
70300904 FOOT PAVEMENT MARKING TAPE, TYPE IV 4" Base items 4,388.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,387.500
70600241 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600251 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 9.250
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 8.000
72400710 SQ FT RELOCATE SIGN PANEL - TYPE 1 Base items 8.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 17.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 331.000
78100300 EACH REPLACEMENT REFLECTOR Base items 68.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 112.000
78200020 EACH CURB REFLECTORS Base items 55.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 111.000
85000200 EACH MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION Base items 1.000
X0327999 SQ FT ANTI-GRAFFITI COATING Base items 4,692.000
X5030290 SQ FT STAINING CONCRETE STRUCTURES Base items 4,692.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 1,463.000
X7830050 EACH RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL Base items 68.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0022800 FOOT FENCE REMOVAL Base items 616.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 93.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 576.000
Z0073510 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 1.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
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.