Site work and paving for a mixed-use development in Dupo, Illinois. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

City/County Dupo 20800150 - Trench Backfill - 11 Cu Yd 31102100 - Subbase Granular Material, Type C 4" - 143 Sq Yd 40600275 - Bituminous Materials (Prime Coat) - 3242 Pound 40604050 - Hma Sc Il-9.5 C N50 - 91 Ton 40800050 - Incidental Hot-mix Asphalt Surfacing - 18 Ton 42300200 - Pcc Driveway Pavt 6 - 34 Sq Yd 42400100 - Pc Conc Sidewalk 4 - 218 Sq Ft 42400800 - Detectable Warnings - 21 Sq Ft 44000200 - Driveway Pavement Removal - 143 Sq Yd 44000500 - Combination Curb and Gutter Removal - 645 Foot 44000600 - Sidewalk Removal - 222 Sq Ft 44201723 - Class D Patches, Type Iv, 6 Inch - 209 Sq Yd 550b0050 - Storm Sewers, Class B, Type 1 12 Inch - 85 Foot 60500060 - Removing Inlets - 2 Each 67100100 - Mobilization - 1 L Sum X4401198 - Hma Surf Rem Var Dp - 873 Sq Yd X6023508 - Inlets Ta W/spl F&g - 2 Each X6024502 - Inlets Tb W/spl F&g - 1 Each X6060078 - Comb Cc&g Tm 4.24 Spl - 645 Foot X7010216 - Traf Cont & Prot Spl - 1 L Sum Project Location: Admiral Trost Drive Proposals requiring prequalification of bidders will be issued only to those contractors who are qualified with the Department of Transportation. Prequalification forms may be secured from the Engineer of Construction, Administration Building, 2300 South Dirksen Parkway, Springfield, IL 62764. ILDOT - PCC Driveway Pavement - Admiral Trost Drive The project includes HMA patching of the existing roadway with curb and gutter replacement, storm sewer, along with curb ramp replacements at the intersections. The proposed improvements are located on Route MUN 6050 (Admiral Trost Drive) in the Village of Dupo. The project includes HMA patching of the existing roadway with curb and gutter replacement, storm sewer, along with curb ramp replacements at the intersections and all miscellaneous work necessary to complete the proposed improvement. 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." This work shall consist of filling voids beneath rigid and composite pavements with cement grout.