Aggregate Base Repair, Hot-mix Asphalt Surface Removal, Sidewalk Removal

As of August 8, 2023, this project has not yet been awarded. A timeline for award has not yet been established. City/County - Watseka Earth Excavation: 1,340.0 Cy; Removal and Disposal of Unsuitable Material: 180.0 Cy; Geotechnical Fabric for Ground Stabilization: 3,690.0 Sy; Topsoil Furnish and Place, 4": 1,520.0 Sy; Grading and Shaping Ditches: 4,295.0 Foot; Seeding, Class 1a Special: 1,520.0 Sy; Erosion Control Blanket: 1,520.0 Cy; Inlet Filters: 57.0 Each; Aggregate Base Course,type B 4": 805.0 Sy; Aggregate Base Course, Type B 10": 3,690.0 Sy; Preparation of Base: 7,815.0 Sy; Aggregate Base Repair: 1,305.0 Ton; Bit. Materials (Prime Coat): 13,730.0 Pound; Bit. Materials (Tack Coat): 9,365.0 Pound; Longitudinal Joint Sealant: 8,260.0 Foot; Hot-mix Asphalt Surface Removal - Butt Joint: 455.0 Sy; Hot-mix Asphalt Binder Course, Il-9.5, N50: 1,100.0 Ton; Hot-mix Asphalt Binder Course, Il-19.0, N50: 1,630.0 Ton; Hot-mix Asphalt Surface Course, Il-9.5, Mix "C", N50: 2,080.0 Ton; Portland Cement Concrete Driveway Pavement, 6 Inch: 440.0 Sy; Portland Cement Concrete Sidewalk, 5 Inch: 1,500.0 Sf; Detectable Warnings: 324.0 Sf; Pavement Removal: 3,690.0 Sy; Hotmix Asphalt Surface Removal, 3": 12,650.0 Sy: Hot-mix Asphalt Surface Removal, 4": 7,740.0 Sy; Driveway Pavement Removal: 440.0 Sy; Sidewalk Removal: 1,460.0 Sf; Aggregate Wedge Shoulder, Type B: 75.0 Ton; Valve Boxes to Be Adjusted: 12.0 Each; Frames and Lids, Type 1, Open Lid: 1.0 Each; Traffic Control and Protection, Standard 701501: 1.0 Ls; Traffic Control and Protection, Standard 701801: 1.0 Ls; Thermoplastic Pavement Marking - Line 6": 470.0 Foot; Thermoplastic Pavement Marking - Line 12": 60.0 Foot; Thermoplastic Pavement Marking - Line 24": 180.0 Foot; Grooving for Recessed Pavement Marking 7": 470.0 Foot; Grooving for Recessed Paement Marking 13": 60.0 Foot; Grooving for Recessed Pavement Marking 25": 180.0 Foot; Remove and Replace Curb and Gutter (Special): 830.0 Foot; Class D Patches, Special: 2,570.0 Sf; Drainage & Utility Structures to Be Adjusted: 43.0 Each; Drainage & Utility Structures to Be Reconstructed: 1.0 Each Project Location: Various Streets in City of Watseka 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 - Aggregate Base Repair, Hot-mix Asphalt Surface Removal, Sidewalk Removal - 23-00067-00-RS

Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements.
Division 34 -	Transportation, Operation and Maintenance of Transportation.