Site work and paving for a road / highway in Lockport, Illinois. Completed plans call for site work for a road / highway; and for paving for a road / highway.

(4857.6-Ft) Smart overlay consists of hot-mix asphalt surface removal, pavement patching, resurfacing with hot-mix asphalt surface course, placement of thermoplastic pavement markings. Located on Illinois Route FAP 112, IL 53 (Independence Blvd), it begins N of University Pkwy and ends at Renwick Rd. in the City of Lockport in Will County. Region : 1 District : 1 Federal Project # NHPPUHUC(765) County(s) Will Key Route(s) FAP 112 Marked Route(s) : IL 53 (INDEPENDENCE BLVD) Section(s) : FAP 0112 23 SMART State Job #(s) : C-91-015-24 PPS #(s) :1-80974-0000 VBP % 0.00 Contract Specifics Completion Date: 30 Working Days Questions not accepted as of April 15, 2025 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, cashiers 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, April 04, 2025. 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 - 027 - Smart overlay - IL 53 (Independence Blvd) This is a smart overlay and the work to be performed under this contract consists of hot-mix asphalt surface removal, pavement patching, resurfacing with hot-mix asphalt surface course, placement of thermoplastic pavement markings and all incidental and collateral work necessary to complete the improvement as shown on the plans and as described herein. This work consists of regrading the existing aggregate shoulder high areas before a new layer of stone is laid for the proposed Aggregate Shoulder. 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 furnishing and installing a video vehicle detection system as specified and/or as shown on the plans. This pay item shall include all necessary work and equipment required to have a fully operational system including but not limited to the detector unit(s), the interface unit and all the necessary hardware, cables, and accessories required to complete the installation in accordance with the manufacturer's specifications. The video vehicle detection system shall work under all weather conditions, including rain, freezing rain, snow, wind, dust, fog, and changes in temperature and light. It shall work in an ambient temperature range of -30F to 165F. The video vehicle detection system shall be compatible with the District's approved traffic controller assemblies utilizing NEMA TS 1 or NEMA TS 2 controllers and cabinet components for full time operation. The video vehicle detection system shall provide a minimum of one interface unit that has Ethernet connectivity, surge protection and shall be capable of supporting a minimum of 2 detector units. The video vehicle detection system shall include a display and stand inside the cabinet that has a minimum 10 in. screen with a minimum 1280 x 800 resolution. The display shall be temperature rated for the cabinet environment. The video vehicle detection system shall be one of the following systems or an approved equivalent: - Autoscope Vision - Iteris Vantage Next A representative from the supplier of the video vehicle detection system shall supervise the installation and testing of the video vehicle detection system and shall be present at the traffic signal turn-on inspection. Once the video vehicle detection system is configured, it shall not need reconfiguration to maintain performance, unless the roadway configuration or the application requirements change. The mounting location(s) of the detector unit(s) shall be per the manufacturer's recommendations. If an extension mounting assembly is needed, it shall be included in this item. All holes drilled into signal poles, mast arms, or posts shall require rubber grommets to prevent chafing of wires. The video detection system shall be warrantied for a period of two (2) years from final inspection and shall be free from material and workmanship defects. Bituminous material cost adjustments will be made to provide additional compensation to the Contractor, or credit to the Department, for fluctuations in the cost of bituminous materials when optioned by the Contractor. The bidder shall indicate with their bid whether or not this special provision will be part of the contract. The adjustments shall apply to permanent and temporary hot-mix asphalt (HMA) mixtures, bituminous surface treatments (cover and seal coats), and preventative maintenance type surface treatments that are part of the original proposed construction, or added as extra work and paid for by agreed unit prices. The adjustments shall not apply to bituminous prime coats, tack coats, crack filling/sealing, joint filling/sealing, or extra work paid for at a lump sum price or by force account. This work shall consist of placing cement mortar along precast, prestressed concrete bridge deck beams as required for fairing out any unevenness between adjacent deck beams prior to placing of waterproofing membrane and surfacing."