Home > Notice of Letting > Contract Detail

July 31, 2026 Letting 12:00 PM
086-80C90

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

Bulletin Description

(655-Ft) The work consists of repairs and temporary shoring to the existing Pershing Road Bridge (SN 016-1423) consists of installation of temporary shoring towers, structural steel repair, protective shielding, pavement marking and signing, traffic control and protection located on Pershing Road (FAP 391) over Racine Avenue and NS Railroad in the City of Chicago, Cook County, IL.
Region District DBE % VBP % Federal Project #
1 1 7.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAP 391
  • PERSHING RD.
  • (1616-VB-WPGM) BR 25
  • C-91-207-26
  • 1-89992-1000
Contract Specifics
Completion Date: December 15, 2026 Plus 10 Working Days
Previously advertised on June 12, 2026 (Item 032).
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Ask Subscribe Questions and Answers (12 Submitted / 11 Answered ) Questions not accepted as of July 21, 2026 04:30 PM.

  • Reference Note 6 on Sheet 23. The note states “(...) Place Timber Blocking at locations where diaphragms are removed.” However, the Framing Plan on Sheet 24 shows some areas where Timber Blocking & Diaphragm Removal is required and other areas where only Diaphragm Removal is required (For example, existing Pier 3). Please confirm timber blocking is only required at the 12 EA Locations shown on Sheet 24 and not at all locations where diaphragms are removed.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (07/28/2026)

  • Reference Spec Section “Temporary Shoring and Cribbing” on Project Specs Page 16. Spec says “For cribbing to be installed inside the concrete barriers, under travel lanes, the cribbing shall be designed for the Dead Load plus the full (Live Load + Imp)”. Reference Sheet 36 in the project plans. No Dead Load, Live Load, or Imp loads are given for temporary shoring and cribbing locations. Please provide the Dead Load, Live Load, and Imp Loads for the 12 EA temporary shoring and cribbing locations.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (07/22/2026)

  • Reference Stage 1 Detour shown on Sheets 7 and 8. Sheets indicate Pershing Road will be detoured to complete construction work. Please indicate if this is a long-term detour (24 hours, multiple days in a row) or if it is a nightly detour only.
    Please refer to sheet 8 for the detour duration and this is intended to be a full bridge closure, including day and night work as required. (07/22/2026)

  • Reference Sheet 27. Will IDOT require temporary lane closures when engaging shoring towers/cribbing or can this be performed with live traffic on Pershing Road?
    Installation of the steel shoring towers will not require lane closures. Installation of the proposed cribbing or timber blocking to support the joints is recommended to occur during the full bridge closure; however, it does not require a lane closure.” (07/22/2026)

  • Reference Sheets 23. It appears that pay item quantity for Furnishing and Erecting Structural Steel is 61,340 lbs. However, Takeoff of Sheets 28, 29, 32, and 37A shows approximately 47,000 lbs. Please clarify location of additional 14,000 lbs of Structural Steel.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (07/22/2026)

  • Reference Sheets 25, 26, 27, 30, and 31. Will AISC certification be required for the fabricator of the Temporary Support System/Shoring Towers? If so, what level of AISC certification will be required?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (07/21/2026)

  • Reference “Furnishing and Erecting Structural Steel” pay item on Sheets 23, 28, and 29. Please indicate if structural steel fabricator requires AISC certification, and what level of certification is required?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (07/21/2026)

  • Are faying surfaces for steel repair to be treated as primary or secondary connections?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online (07/20/2026)

  • Note 1 on Sheet #6 states that barrier wall remains in place and becomes permanent until contract 62K61 begins. Is the wall then returned to the previous contractor or is it sold to contract 62K61? Is traffic control expected to stay out until new contract begins, if so who is responsible for maintenance?
    All proposed features shown on the Roadway Plans (Sheet #6) are to be considered permanent upon completion of the project and will be the Department’s property and not returned to the Contractor. All signing and similar appurtenances associated with construction staging, including Detour Plan, are temporary, and are to be taken down by the Contractor and property of the Contractor upon completion of the project. Upon completion of Contract, the Department will assume maintenance of all elements shown on the Roadway Plans, with any future state contracts or work accounting for any demolition, changes, or modifications. (07/20/2026)

  • The note states the wall stay until the next project takes over. What about attenuators, traffic control. Will the next contractor swap out and this equipment returned?
    All proposed features shown on the Roadway Plans (Sheet #6) are to be considered permanent upon completion of the project and will be the Department’s property and not returned to the Contractor. All signing and similar appurtenances associated with construction staging, including Detour Plan, are temporary, and are to be taken down by the Contractor and property of the Contractor upon completion of the project. Upon completion of Contract, the Department will assume maintenance of all elements shown on the Roadway Plans, with any future state contracts or work accounting for any demolition, changes, or modifications. (07/20/2026)

  • Is the date when 62K61 will be out.
    62K61 is targeted for a construction season of 2027. (07/16/2026)

Authorized Bidders

  • 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
    $2,448,235.00 is within a reasonable approximation of the Estimate

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

  • 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

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    1011 E Touhy Ave
    Suite 500
    Des Plaines, IL 60018
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $2,464,588.45

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

  • 4482 OHLA Central, Inc.
    1011 Warrenville Rd. Suite 475
    Lisle, IL 60532
    Phone: No Record Fax: No Record Email: CentralEstimating@ohla-usa.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
    $3,331,833.40

Non Bidders

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

Pay Item # UOM Description Type Quantity Unit Price
50102400 CU YD CONCRETE REMOVAL Base items 20.000
50157300 SQ YD PROTECTIVE SHIELD Base items 158.000
50200100 CU YD STRUCTURE EXCAVATION Base items 118.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 160.000
50300225 CU YD CONCRETE STRUCTURES Base items 27.500
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 24.000
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 61,340.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 6,670.000
53016000 SQ YD DECK SLAB REPAIR (PARTIAL) Base items 10.000
53016001 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE I) Base items 5.000
53212754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 15.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 110.000
59000200 FOOT EPOXY CRACK INJECTION Base items 18.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 300.000
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 20.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 120.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,912.500
70600235 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE), TEST LEVEL 2 Base items 4.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 27.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 2,228.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 2,597.000
X0322785 FOOT PRE-CONSTRUCTION CLEANING AND TELEVISING Base items 340.000
X5051203 L SUM STRUCTURAL STEEL REMOVAL Base items 1.000
X5051206 POUND STRUCTURAL STEEL REPAIR Base items 320.000
X6700407 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (D1) Base items 2.000
X7200061 SQ FT TEMPORARY INFORMATION SIGNING Base items 51.400
X7200203 L SUM DETOUR SIGNING Base items 1.000
X8900104 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 2.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0021908 FOOT SILICONE JOINT SEALER, 2" Base items 77.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0073200 EACH TEMPORARY SHORING AND CRIBBING Base items 12.000
Z0073410 EACH TEMPORARY SUPPORT SYSTEM, LOCATION 1 Base items 1.000
Z0073420 EACH TEMPORARY SUPPORT SYSTEM, LOCATION 2 Base items 1.000
Z0073430 EACH TEMPORARY SUPPORT SYSTEM, LOCATION 3 Base items 1.000
Z0073431 EACH TEMPORARY SUPPORT SYSTEM, LOCATION 4 Base items 1.000
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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.