Site work, paving and outdoor lighting for a civil project in Lockport, Illinois. Completed plans call for site work for a road / highway; for paving for a road / highway; for outdoor lighting for a road / highway; water / sewer project; and water / sewer project.

(3,093-Ft) Traffic Signal Modernization, Left Turn Lanes includes resurfacing, traffic signals, drainage improvements, and pavement markings. Located on IL 7 (Renwick Road) at the intersection with IL 53 (Independence Blvd) in the Cities of Lockport and Crest Hill in Will County. Region 1 District 1 Federal Project # N/A County(S) Will Key Route(S) FAP 351 Marked Route(S) IL 7 Section(S) 2019-047-TS State Job #(s) C-91-139-23 PPS #(S) 1-80239-0000 Contract Specifics 75 Working Days Questions not accepted as of June 04, 2024 04:30 PM. Questions directed to: IDOT Contracts Office Harry R. Hanley Building Room 326 2300 South Dirksen Parkway Springfield, IL 62764 (217) 782-7806 Fax: (217) 785-1141 TDD: (217) 524-4875 DOT.DE-Contracts@illinois.gov Unless otherwise indicated, a proposal guaranty is required by bid bonds, cashier's check or properly certified check for not less than 5 (five) percent of the bid amount. If the proposal is accepted and the bidder is declared "not responsive," it is hereby agreed that the amount of the proposal guaranty will become the property of the State of Illinois and shall be considered as payment of damages due to the delay and other causes suffered by the State because of the failure to adhere to the procedures required. Otherwise, the bid bond will become void or the proposal guaranty check will be returned to the bidder. Contractors who desire to become prequalified or to renew their prequalification for this letting must file with the Department of Transportation, Bureau of Construction, Room 322, 2300 South Dirksen Parkway, Springfield, Illinois 62764, a Contractors Statement of Experience and Financial Condition no later than 4:30 PM prevailing local time, May 24, 2024. A contractor will not be prequalified for this letting unless the statement is received before the time and day established. The Department reserves the right to reject any and all bids, to waive minor or immaterial irregularities, informalities or technicalities, to advertise for new bids, or to request confirmation or clarification from any bidder regarding a bid. IL DOT - 111 - Traffic Signal Modernization, Left Turn Lanes Includes Resurfacing on IL 7 This work shall consist of the complete removal and replacement of curb or combination curb and gutter. Work shall be according to Sections 440 and 606 of the Standard Specifications, State Standard 606001, District Detail BD-24 and as directed by the Engineer except as modified herein. Curb or combination curb and gutter removal and replacement shall match the type of the existing curb or combination curb and gutter. Types may be variable and are to meet existing dimensions and field conditions. Locations of removal and replacement shall be determined by the Resident Engineer at the time of construction. Unsuitable material to be removed, as directed by the Engineer, shall be replaced with subbase granular material, type B or additional thickness of concrete. Suitable backfill material, when required, shall be replaced as directed by the Engineer. Epoxy coated tie bars, #6 (20) - 24" (610) long at 24" (610) centers, shall be used except when adjacent to flexible pavement. Longitudinal bars, if encountered, are not to be replaced. Hot-mix asphalt surface removal on the existing gutter flag, if encountered, shall be included in the removal of the curb and gutter. 1/2 " (13) preformed expansion joints shall be used at concrete sidewalks, driveways and medians. This work shall consist of furnishing, installing, maintaining, relocating for various states of construction and eventually removing temporary informational signs. Included in this item may be ground mount signs, skid mount signs, truss mount signs, bridge mount signs, and overlay sign panels which cover portions of existing signs. This work shall consist of optimizing a traffic signal system. All conduits shall enter the handhole at a depth of 30 in. (762 mm) except for the conduits for detector loops when the handhole is less than 5 ft (1.52 m) from the detector loop. All conduit ends should be sealed with a waterproof sealant to prevent the entrance of contaminants into the handhole.