Home > Notice of Letting > Contract Detail

August 04, 2023 Letting 12:00 PM
008-61J67

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

Bulletin Description

construcion of a prefabricated steel truss pedestrian bridge over IL 59. Includes an elevated boardwalk and lighting in Streamwood.
Region District DBE % VBP % Federal Project #
1 1 17.00 0.00 GZVA(457)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • MULTI-USE
  • PATH
  • OVERPASS
  • IL 59
  • 21-00067-00-BR (STREAMWOOD)
  • C-91-104-22
  • 0-00914-1003
  • 0-05151-1003
  • 1-22595-0000
Contract Specifics
150 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (14 Submitted / 14 Answered ) Questions not accepted as of July 25, 2023 04:30 PM.

  • Due to the amount and density of vegetative material within the limits of construction (especially on the West side of IL-59) this material would need to be cleared and disposed of. In general not much earthwork is being done, but the entire area is shown to be final landscaped/restored with seeding (with the seedbed needing to be prepped for seeding). Please consider adding an item of work for "Clearing".
    Clearing is part of this contract as described in Section 201 of the Standard Specifications for Road and Bridge Construction. Section 201.01(a) - Clearing shall consist of the removal and disposal of all obstructions such as fences, walls, foundations, buildings, accumulations of rubbish of whatever nature and existing structures, the removal of which is not otherwise provided for in Article 501.07; all logs, shrubs, bushes, saplings, grass, weeds, other vegetation and stumps of a diameter less than 6 in. (150 mm). Section 201.03 - Removal of Obstructions and Other Materials. All items defined as clearing in Article 201.01(a) shall be removed and disposed of as required by these Specifications Section 201.10(a) - Method of Measurement. This work will be measured for payment as follows. Clearing will not be measured for payment. The contractor shall include the effort and cost for clearing in the bid in accordance with these Standard Specifications. (07/28/2023)

  • Based on the soil borings, it appears that for all drilled shafts (East & West Boardwalks and Overlooks A & D) permanent casing will be required. Please confirm that a "Permanent Casing" line item was not inadvertently omitted from the contract line-item list.
    Per Section 6.5 on Page 35 of the Geotechnical Report, permanent casing was not specifically required, but one of several options presented to drill the shafts. Temporary casing, slurry or other methods approved by the Engineer could also be used and is considered as contractor means and methods. (07/27/2023)

  • Reference the Contract Plans, Sheet 39. Details provided indicate that the Scarborough receptacle by Landscape Forms is an acceptable product. The manufacturer indicates that they do not off a sign band on this product the way it is shown, only recycling signage. Another product, the Chase Park receptacle can have the band and the sign but isn't the style listed. Please confirm what model by Landscape Forms is acceptable.
    An addendum will be issued. (07/25/2023)

  • Does IDOT or the Village of Streamwood have a detailed drawing for the pedestrian lighting system?
    Please see Additional Information for pictures. (07/25/2023)

  • Plan Sheet 39 shows the concrete pads for the Receptacles. Is the AGG BASE COURSE, 4" part of the pay item qty or is that included in the PCC SIDEWALK, TYPE B?
    Aggregate Base Course 4" was quantified separately for the concrete pads. (07/25/2023)

  • Can all of the available reports be posted on the IDOT website in lieu of each contractor have to requesting access to them from the Design Engineer?
    Please contact the Design Engineer listed in the Available Reports special provision on page 16. (07/25/2023)

  • Plan Sheets 58 indicates that "Concrete drilled shaft and column shall be placed monolithically, without construction joints. With the soil conditions being what they are, it is very difficult to keep the drilled shaft hole open long enough to frame a column above ground. Please consider a construction joint in the columns at or near grade.
    An addendum will be issued. (07/24/2023)

  • Will the Village of Streamwood accept an alternate by another pre-approved IDOT Vendor to the Luminaire, LED Special / Light Pole, Special?
    No, please bid on the luminaire and light pole outlined in the plans and special provisions. (07/24/2023)

  • The Contract Plans (Sht 51) indicate that the Exist Aerial Lines (AT&T & ComEd) on either side of IL-59 are to be raised. The Contract Specifications (pg 2 & 3) states "Relocate to underground or raise overhead cable..." Please clarify what exactly will be done with these utilities as this will affect the bridge work (i.e. there will be a difference in the impact of overhead vs. underground lines in the bridge truss erection, deck concrete placement, etc.).
    On the west side of IL 59, a new pole is being installed by AT&T just south of the creek and the aerial lines will be buried going south for the distance of 2 aerial spans. On the east side, ComEd is installing new poles and will be raising their lines to go over the proposed bridge. ComEd will temporarily take down their line during the truss erection to avoid any possible conflict. The remaining aerials by others are remaining at their current elevation and the truss will need to be set over the top of them. (07/21/2023)

  • Reference Sheet 59 in the Contract Plans - please clarify the significance of "Shaft Group No." (i.e. What is this referring to?).
    The shafts were grouped based on total length. Due to soil properties and height of boardwalk, we varied the shafts into different groups instead of having one consistent shaft length. As a result, there are different length reinforcement needed for each shaft length. The group number corresponds to the sp and v bar number that will be used for that shaft.” (07/20/2023)

  • Please clarify the top rail and post material for the Steel Railing (Special). Steel pipe cannot be anodized. It must have a different finish.
    The top rail and post material is steel and it should have a galvanized finish. An addendum will be issued. (07/19/2023)

  • Does the Village of Streamwood have a part number for the lights they would like installed per pay item "Pedestrian Bridge Lighting System" ( X0326672)
    A particular part number will not be specified. The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (07/14/2023)

  • Sheet 53 Steel truss cross sections: The 105' spans are shown with horizontal safety railing, however the 207' span cross section does not show safety railing. Please advise if safety railing will be mounted on the inside face of the 207'-span truss. If only the decorative fascia is desired on the main truss, does the fascia meet the minimum railing loading per AASHTO? What is the max span of the fascia? How is the fascia attached to the truss?
    The cross section for the 207' truss includes a callout for the Stainless Steel Woven Wire Mess Fence. The fence is to be installed on the inside face of both sides of the truss and provides the safety for fall protection on the 207' truss. (07/14/2023)

  • Please provide all available reports noted on sheet 16 of the Special Provisions
    The contact information is provided in the Available Reports special provision located on page 16 of the special provisions. (07/12/2023)

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

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

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

  • 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

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.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

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

Non Bidders

  • 9034 Atlas Crane Service
    1275 Aurora Avenue Lane
    Aurora, IL 60505
    Phone: (630) 524-8813 Fax: (630) 425-3143 Email: No Record

  • 2475 Hecker and Company, Inc.
    250 Industrial Lane
    Wheeling, IL 60090
    Phone: (847) 459-9222 Fax: (847) 459-9250 Email: dan@heckerco.com

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

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

  • 1560 R. W. DUNTEMAN COMPANY
    (Pending Authorization)
    600 S. LOMBARD RD.
    ADDISON, IL 60101
    P. O. BOX 1129
    ADDISON, IL 60101
    Phone: (630) 953-1500 Fax: (630) 932-0994 Email: estimating@rwdco.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 977.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 743.000
20101000 FOOT TEMPORARY FENCE Base items 314.000
20101100 EACH TREE TRUNK PROTECTION Base items 4.000
20200100 CU YD EARTH EXCAVATION Base items 470.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 15.000
20400800 CU YD FURNISHED EXCAVATION Base items 240.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 10.000
25000115 ACRE SEEDING, CLASS 1B Base items 0.100
25200200 UNIT SUPPLEMENTAL WATERING Base items 25.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 325.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 12.000
28000315 TON AGGREGATE DITCH CHECKS Base items 6.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 9,552.000
28000510 EACH INLET FILTERS Base items 4.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 19.000
35101800 SQ YD AGGREGATE BASE COURSE, TYPE B 6" Base items 349.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 784.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 86.000
42001300 SQ YD PROTECTIVE COAT Base items 4.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 36.000
44000100 SQ YD PAVEMENT REMOVAL Base items 349.000
50200100 CU YD STRUCTURE EXCAVATION Base items 395.000
50300225 CU YD CONCRETE STRUCTURES Base items 684.900
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 4,460.000
50300300 SQ YD PROTECTIVE COAT Base items 1,011.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 9.500
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 233,830.000
51200957 FOOT FURNISHING METAL SHELL PILES 12" X 0.250" Base items 2,756.000
51202305 FOOT DRIVING PILES Base items 2,756.000
51203200 EACH TEST PILE METAL SHELLS Base items 6.000
51500100 EACH NAME PLATES Base items 1.000
51603000 CU YD DRILLED SHAFT IN SOIL Base items 760.600
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 18.000
58700300 SQ FT CONCRETE SEALER Base items 2,542.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 14.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 31.000
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 10.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 18.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 26.000
72900100 FOOT METAL POST - TYPE A Base items 13.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $2,000.00
81028210 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2 1/2" DIA. Base items 120.000
81100300 FOOT CONDUIT ATTACHED TO STRUCTURE, 1" DIA., GALVANIZED STEEL Base items 1,280.000
81100500 FOOT CONDUIT ATTACHED TO STRUCTURE, 1 1/2" DIA., GALVANIZED STEEL Base items 1,410.000
81200100 FOOT CONDUIT EMBEDDED IN STRUCTURE, 1" DIA., GALVANIZED STEEL Base items 20.000
81300220 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4" Base items 20.000
81300550 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 12" X 6" Base items 1.000
81300900 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 20" X 16" X 6" Base items 6.000
81300980 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 8" X 8" X 6" Base items 4.000
81603000 FOOT UNIT DUCT, 600V, 2-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 45.000
81603020 FOOT UNIT DUCT, 600V, 3-1C NO.10, 1/C NO.10 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 45.000
81702110 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 Base items 2,380.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 5,050.000
81702450 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 10 Base items 2,380.000
81702460 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 3/0 Base items 130.000
82500360 EACH LIGHTING CONTROLLER, BASE MOUNTED, 480VOLT, 100AMP Base items 1.000
A2002520 EACH TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2002920 EACH TREE, CELTIS OCCIDENTALIS (COMMON HACKBERRY), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 14.000
A2006516 EACH TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 16.000
A2007620 EACH TREE, TAXODIUM DISTICHUM (COMMON BALD CYPRESS), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 25.000
X0320051 FOOT CROSSHOLE SONIC LOGGING ACCESS DUCTS Base items 2,020.000
X0320052 EACH CROSSHOLE SONIC LOGGING TESTING Base items 6.000
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 8,778.000
X0326672 L SUM PEDESTRIAN BRIDGE LIGHTING SYSTEM Base items 1.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0327997 EACH TRASH RECEPTACLES Base items 2.000
X1400238 EACH LUMINAIRE, LED, SPECIAL Base items 20.000
X1400494 FOOT AESTHETIC LED STRIP LIGHT, 4W/FT, WHITE Base items 72.000
X1400496 EACH AESTHETIC LED STRIP LIGHT DRIVER - 24V POWER SUPPLY Base items 4.000
X1900003 ACRE SEEDING, CLASS 5B (MODIFIED) Base items 2.800
X2111230 SQ YD PLANTING SOIL MIX FURNISH AND PLACE, 30" Base items 91.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 40.000
X2502024 ACRE SEEDING, CLASS 4B (MODIFIED) Base items 3.200
X2511630 SQ YD EROSION CONTROL BLANKET (SPECIAL) Base items 15,682.000
X5030290 SQ FT STAINING CONCRETE STRUCTURES Base items 4,662.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7200095 SQ FT FURNISH AND ERECT SIGN PANEL Base items 1,940.000
X8300001 EACH LIGHT POLE (SPECIAL) Base items 20.000
XX007324 EACH RECYCLING RECEPTACLE Base items 2.000
XX008287 SQ FT BOARDWALK STRUCTURE Base items 25,242.000
Z0003850 EACH BENCHES Base items 4.000
Z0007124 FOOT STEEL RAILING (SPECIAL) Base items 3,633.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 409.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $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.