Site work and paving for a mixed-use development in Marion, 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.

560 Cu Yd Earth Exc; 200 Cu Yd Remov & Disp of Unsuitable Mat; 1,600 Cu Yd Trench Backfill; 3.00 Acre Seeding, Class 1; 270 Lb Nitrogen Fert Nutr; 270 Lb Phosph Fert Nutr; 270 Lb Potass Fert Nutr; 6.0 Agric Ground Limestone; 3.00 Acre Mulch, Method 1; 60 Ft Temp Ditch Checks; 3,197 Ft Perimeter Erosion Protection; 245 Sq Yd Stone Riprap, Class A3; 725 Ton Subbase Granular Mat - Type a 4"; 2,115 Sq Yd Portland Cement Conc Base Course Widening 6'; 4,680 Lb Bit Materials (Tack Coat); 154 Sq Yd Hot-mix Asphal Surf Removal-butt Joint; 875 Ton Hot-mix Asphalt Surf Course, Il 9.5, Mix "c", N70; 920 Ton Hot-mix Asphalt Surf Course, Il 9.5, Mix "c", 956 Sq Yd Portland Cement Conc Drvway Pave, 6 in; 14,200 Sq Ft Portland Cement Conc Sidewalk 4 in; 100.00 Detectable Warnings; 1,175 Sq Yd Drvway Pavmnt Remov; 472 Ft Comb Curb and Gutter Remov; 2,392 Sq Ft Sidewalk Remov; 2,000 Sq Yd Hot-mix Asphalt Surf Remov, 1.5"; 6,345 Sq Yd Hot-mix Asphalt Surf Remov, Variable Depth; 175 Sq Yd Pavmnt Patch, Type Ii, 6 in; 65 Sq Yd Pavmnt Patch, Type Iii, 6 in; 8 Ea. Removal of Existing Struct; 15 Cu Ft Masonry Removal; 1,478 Ft Pipe Culvert Removal; 1 Ea. Precast Reinf Conc Flared End Sections 15"; 1 Ea. Precast Reinf Conc Flared End Sections 24"; 2 Ea. Precast Reinf Conc Flared End Sections 42"; 1 Ea. Precast Reinf Conc Flared End Sections 48"; 1,561 Ft Storm Sewers, Class a, Type 1 15"; 587 Ft Storm Sewers, Class a, Type 1 18"; 558 Ft Storm Sewers, Class a, Type 1 24"; ; 169 Ft Storm Sewers, Class a, Type 2 24"; 456 Ft Storm Sewers, Class a, Type 1, 30"; 3206 Ft Storm Sewers, Class a, Type 1, 36"; 116 Ft Storm Sewers, Class a, Type 1, 42"; 56 Ft Storm Sewers, Class a, Type 1, 48"; 36 Ft Storm Sewers, Class a, Type 1, Equiv Round Size 42"; 2 Ea. Adjusting Water Valves 6''; 64 Ea. Inlets, Special Type 1 or 2; 2 Ea. Inlets, Special Type 3; 1 Ea. Inlets, Special, Type 4; 1 Ea. Inlet to Be Adjust (Special); 2,239 Ft Comb Conc Curb and Gutter, Type B-6.12 (Abutting Exist); 3,752 Ft Comb Conc Curb and Gutter, Type B-6. 12 (Dowelled); 87.50 Ft Steel Plate Beam Guardrail, Type a, 6 Ft Post; 43.75 Ft Long-span Guard Rail Over Culv, 18 Ft 9 in Span; 1 Ea. Traff Barrier Term, Type 1b; 1 Ea. Traff Barrier Term, Type 2; 218 Ft Guardrail Remov; 1 L Sum Mobilization; 33.50 Sq Ft Sign Panel, Type 1; 54.90 Sq Ft Thermoplast Pavmnt Marking - Letters and Sympbols; 2,768 Ft Thermoplast Pvmnt Marking - Line 4"; 446 Ft Thermoplast Pvmnt Marking - Line 8"; 318 Ft Thermoplast Pvmnt Marking - Line 12; 128 Ft Thermoplast Pvmnt Marking - Line 24"; 116 Ea. Raised Reflect Pavement Marker; 19 Ea. Raised Reflect Pavement Marker Removal; 154 Ft Underground Conduit, Pvc, 2" Dia; 131 Ft Underground Conduit, Pvc, 3" Dia; 26 Ft Underground Conduit, Pvc, 4" Dia; 2 Ea. Handhole, Comp Conc; 1 Ea. Double Handhole, Comp Conc; 476 Ft Elect Cable in Conduit, 600v (Xlp-type Use) 3-1/c No. 10; 2 Ea. Luminaire, Led, Roadway, Output Designation H; 1 Ea. Maint of Existing Traffic Sig Install; 1 Ea. Uninterruptable Power Supply, Ext; 312 Ft Elect Cable in Conduit, Sigl No. 14 2c; 933 Ft Elect Cable in Conduit Sig No. 14 5c; 284 Ft Elect Cable in Conduit Sig No. 14 7c; 196 Ft Elect Cable in Conduit Sig No. 14 9c; 185 Ft Elect Cable in Conduit Sig No. 14 12c; 383 Ft Elect Cable in Conduit, Equip Ground Conductor No. 6 1c; 2 Ea. Traffic Sig Post, Alum 16 Ft.; 1 Ea. Pedest Push-button Post, Type 1; 1 Ea. Steel Mast Arm Assemb and Pole, 20 Ft; 1 Ea. Steel Comb Mast Arm Assemb and Pole 20 Ft; 1 Ea. Steel Comb Mast Arm Assemb and Pole 26 Ft; 6 Ft Conc Found, Type a; 3.50 Ft Conc Found, Type D; 30 Ft Conc Found, Type E 30 in Diam; 2 Ea. Pedestrian Push Button; 2 Ea. Sig Head, Polycarbonate, Led, 1-face, 3 Sect, Mast Arm Mounted; 1 Ea. Sig Head, Polycarbonate, Led, 1-face, 5 Sect, Bracket Mounted; 1 Ea. Sig Head, Polycarbonate, Led, 1-face, 5 Sect, Mast Arm Mounted; 2 Ea. Pedestrian Sig Head, Polycarbonate, Led, 1- Face Bracket; 5 Ea. Traff Sig Backplate; 6 Ea. Relocated Exist Sig Head; 1 Ea. Remove Existing Traffic Sig; 3 Ea. Remove Existing Handhole; 1 Ea. Remove Existing Conc Foundation; 1 Eas Relocate Existing Traff Sig Controller and Cabinet, Complete; 1 L Sum Traffic Control and Protection, (Special); 1 Ea. Serv Install, Type a (Modified) 1 Ea. Lighting Controller, Special; 3 Ea. Camera Mounting Assembly; 1 Ea. Radio Transceiver; 1 Ea. Video Vehicle Detect Syst. City/County: Marion Project Location: Westminster Dr - Fosse Rd to Carbon, Carbon St-120 Ft N. & 430 Ft S. of Westminster Dr in Marion 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 - Hot-Mix Asphalt Surf, Portland Cement Conc Sidewalk, Storm Sewers - 20-00127-00-PV