Home > Notice of Letting > Contract Detail

March 11, 2022 Letting 12:00 PM
101-61H62

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

Bulletin Description

Replace the bridge carrying Gladstone Street over Addison Creek, east of US 45 in Westchester.
Region District DBE % VBP % Federal Project #
1 1 20.00 0.00 LE24(314)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • MUN 3021
  • 15-00083-00-BR (WESTCHESTER)
  • C-91-341-15
  • 1-21850-0000
Contract Specifics
75 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (14 Submitted / 13 Answered ) Questions not accepted as of March 01, 2022 04:30 PM.

  • The cross section information shown in the Contract Plans for Sta 12+25 show the normal water level at Elv 639.79, this does not seem to be the information intended. Please provide the intended information.
    The normal water level should read +/-615.5 (03/07/2022)

  • This project does not have a construction vibration monitoring pay item. Due to the location of this project in a residential neighborhood and nearness of the surrounding properties and property owners (single family residences, 8 in water main, etc), and potential for liability -- please address the apparent need for pre and post construction surveys and construction vibration monitoring.
    Due to the nature of construction and the foundation type, it is not the intention of this project to include construction vibration monitoring. (03/07/2022)

  • The aerial lines along the south side of the bridge present not only a voltage clearance issue but actual conflict with the phys req of the equipment needed to drill the drill shafts -- the lines span directly over a set of shafts. These various aerial line (utilities) are called out in the special provisions as "watch and protect" rather than the conflict that they are. Please clarify IDOT's position on the conflict with the equipment needed to drill the shafts and the existing utilities.
    The utility companies associated with the aerial line along the south side of the bridge have been notified and coordination to resolve the issue is underway. (03/07/2022)

  • Reference Sheets 17, 21, & 22 in the Contract Plans. Please provide a width for the abutment cap's stub to the superstructure diaphragm - it does not appear to be shown. Please also provide details for the Fabric Reinforced Elastomeric Mat and its attachment plate.
    An addendum will be issued. (02/25/2022)

  • Also pertaining to the previous question regarding the Fabric Reinforced Elastomeric Mat at the abutments, please provide a method of payment.
    in accordance with ABD 19.8, Figure 17, the Fabric Reinforced Elastomeric Mat at the abutments will be included in the cost for Concrete Superstructure. (02/25/2022)

  • The BOM for the rebar appears to be missing various rebar which are called out in the plans. It appears a2(E), s10(E), s11(E), s12(E), and u10(E) have not been included in the BOM on sheet S7
    An addendum will be issued. (02/24/2022)

  • The bridge cross section and the sections through the parapet (Contract Drawing Sheets 21 & 22) are missing dimensions for the depth of the deck slab at the fascias (below the sidewalk), and also the pitch of the overhangs (from where it meets the exterior beams). Please provide this missing information.
    An addendum will be issued. (02/24/2022)

  • Reference the Superstructure Bill of Materials on sheet 22 and the Diaphragm at Abutment details on sheet 23. All of the stirrup or "s" bars (s10, s11, s12, etc.) do not seem to be accounted for in the table. Please provide this information.
    An addendum will be issued. (02/24/2022)

  • Please reference the bridge elevation view and the rip-rap scour protection details on sht 16 of the plans. The Streambed elv is called out 614.1 and the Top of Bedrock is called out as 613.1+/-. The riprap section is shown to wedge 4' deep per Section A-A from the streambed elv, thus approximately a 3' depth of the incidental "excavation" required for the preparation of the bed with this work is in the rock. Please clarify the method of payment for the rock excavation which would be needed.
    It is noted that the bedrock should not be removed in order to place rip rap. (02/23/2022)

  • Sheet 6 of the Contract Special Provisions states that "A maximum of 60 continuous Calendar days allotted for the detour duration shall also be....", yet it is also specified on sheet 75 that this contract is to be 75 working days. Please clarify the contract requirements for the detour and the contract completion - they seem to contradict each other,
    It is noted that the detour will be allowed for the duration necessary to complete the project within 75 workings days. The detour shall not be limited to 60 continuous Calendar days. (02/22/2022)

  • NOTE 2 plan page 11 states changeable message sign will be needed. How long will it be needed and how many since they are incidental?
    Two changeable message signs will be needed for two weeks. (02/22/2022)

  • What are limits of structure removal? Can existing footings below proposed grade remain in place?
    The limit of structure removal is approximately 2 ft below existing channel bed elevation. The existing footings below proposed grade may remain in place if they do not interfere with the installation of rip rap scour protection. (02/16/2022)

  • Please provide as built drawings of the existing structure to be removed.
    It is noted that record structural plans are NOT available. (02/16/2022)

Authorized Bidders

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $1,139,974.25

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $1,278,373.59

  • 0204 Areatha Construction Co., Inc.
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net
    $1,261,540.20

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $1,405,720.07

  • 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
    $1,254,424.59

  • 4657 F. H. Paschen, S.N. Nielsen & Associates LLC
    5515 N. East River Road
    Chicago, IL 60656
    Phone: (773) 444-3474 Fax: (773) 693-0064 Email: jvickers@fhpaschen.com
    $1,476,259.64

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    2215 Sanders Road
    Suite 400
    Northbrook, IL 60062
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $1,354,453.49

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $1,161,332.84

  • 2816 IHC Construction Companies, L.L.C.
    385 Airport Road
    Suite 100
    Elgin, IL 60123
    Phone: (847) 742-1516 Fax: (847) 742-6610 Email: Estimating@IHCConstruction.com

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record
    $1,277,720.75

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

Non Bidders

  • 2657 Home Towne Electric, Inc.
    35220 Rt 83
    Lake Villa, IL 60046
    P.O. Box 863
    Lake Villa, IL 60046
    Phone: (847) 223-2800 Fax: (847) 223-7577 Email: No Record

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

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 15.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 23.000
20200100 CU YD EARTH EXCAVATION Base items 37.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 10.000
20300100 CU YD CHANNEL EXCAVATION Base items 220.000
20800150 CU YD TRENCH BACKFILL Base items 60.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 210.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 50.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 50.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 7.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 2.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 110.000
28000510 EACH INLET FILTERS Base items 4.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 50.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 340.000
28200200 SQ YD FILTER FABRIC Base items 340.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 8.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 210.000
35800200 TON AGGREGATE BASE REPAIR Base items 5.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 175.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 35.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 3.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 54.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 35.000
44000100 SQ YD PAVEMENT REMOVAL Base items 250.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 35.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 172.000
44000600 SQ FT SIDEWALK REMOVAL Base items 825.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 295.000
50201101 EACH COFFERDAM (TYPE 1) (LOCATION - 1) Base items 1.000
50201102 EACH COFFERDAM (TYPE 1) (LOCATION - 2) Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 72.500
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 140.900
50300260 SQ YD BRIDGE DECK GROOVING Base items 285.000
50300300 SQ YD PROTECTIVE COAT Base items 470.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 55.400
50401305 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL27N Base items 351.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 56,270.000
50900105 FOOT ALUMINUM RAILING, TYPE L Base items 106.000
51500100 EACH NAME PLATES Base items 1.000
51603000 CU YD DRILLED SHAFT IN SOIL Base items 17.800
51604000 CU YD DRILLED SHAFT IN ROCK Base items 7.900
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 12.000
52100520 EACH ANCHOR BOLTS, 1" Base items 24.000
54213672 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 27" Base items 2.000
550A0420 FOOT STORM SEWERS, CLASS A, TYPE 2 27" Base items 80.000
55101300 FOOT STORM SEWER REMOVAL 27" Base items 105.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 190.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 60.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 140.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 32.000
66400105 FOOT CHAIN LINK FENCE, 4' Base items 85.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 175.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
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 30.000
67100100 L SUM MOBILIZATION Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 36.000
72900100 FOOT METAL POST - TYPE A Base items 20.000
83600200 FOOT LIGHT POLE FOUNDATION, 24" DIAMETER Base items 5.000
X1700034 SQ FT FORM LINER TEXTURED SURFACE (SPECIAL) Base items 595.000
X4240430 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) Base items 647.000
X6640300 FOOT CHAIN LINK FENCE REMOVAL Base items 95.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
XX006834 EACH ELECTRICAL CONNECTION TO EXISTING LIGHTING SYSTEM Base items 1.000
XX009048 FOOT CURB AND GUTTER (SPECIAL) Base items 42.000
Z0013798 L SUM CONSTRUCTION LAYOUT 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.