Hot-Mix Asphalt Surf, Portland Cement Conc Sidewalk, Storm Sewers

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.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Precast Concrete.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Utility Drainage Piping, Storm Utility Water Drains, Storm Drainage Structures.