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March 08, 2019 Letting 10:00 AM
125-62H68

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

Bulletin Description

Bridge structural steel repair and bearing replacement of the bridges carrying I-80 over Des Plaines River in Joliet
Region District DBE % VBP % Federal Project #
1 1 0.00 0.00 NHPP7W27(859)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Will
  • FAI 80
  • 2018-138-BR
  • C-91-293-19
  • 1-80328-1000
Contract Specifics
Completion Date: September 25, 2020 Plus 5 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 3 Answered ) Questions not accepted as of February 26, 2019 04:30 PM.

  • The special provision for JACK AND REMOVE EXISTING BARINGS states that “In all cases, traffic shall be removed from the portion of the structure to be jacked prior to and during the entire time the load is being supported by hydraulic pressure of the jacks.” However, later in the same paragraph it states “If traffic cannot be kept off that portion of the structure during the bearing replacement then the shoring or cribbing supporting the beam(s) shall be designed to support the dead load and fu
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. The Contractor should bid as they interpret the published documents. (02/27/2019)

  • There is a set of Railroad Tracks that runs under the bridges between Piers 1 & 2. Is this an active Railroad? Is there an agreement with the Railroad to cross the tracks and can a crossing be installed? Is a Right of Entry permit required and what are the associated fees? When working near the Railroad, are Railroad flaggers required? If so, who will provide/pay for them?
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (02/26/2019)

  • Details on the Elastomeric Trough show that the Bent Plate is to be field welded to the existing embedded angles in the deck. There is not enough space to weld the bent plate from below. The existing joint is a finger plate joint and cannot be removed, making it impossible to weld the Elastomeric Trough Bent Plate from above. Please advise how a continuous field weld is to be accomplished.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (02/22/2019)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 162,870.000
52000600 FOOT FABRIC REINFORCED ELASTOMERIC TROUGH Base items 195.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 409.000
52100520 EACH ANCHOR BOLTS, 1" Base items 1,388.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 9.000
67100100 L SUM MOBILIZATION Base items 1.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
X7011015 L SUM TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS) Base items 1.000
Z0001899 EACH JACK AND REMOVE EXISTING BEARINGS Base items 710.000
Z0001903 POUND STRUCTURAL STEEL REMOVAL Base items 8,060.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 25,940.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
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.