Venita Drive Reconstruction

2846.30 FT (0.539 miles); Reconstruction of existing two-lane roadway with new 26 ft. wide HMA pavement and Type B-6.24 curb & gutter. A southbound left turn lane will be provided at the O'Fallon Family Sports Park west entrance. Tree Remov 6-15 - Unit 30 Earth Excavation - Cu Yd 8185 Porous Gran Embank - Cu Yd 4 Trench Backfill - Cu Yd 724.9 Seeding Cl 1 - Acre 3.25 Nitrogen Fert Nutr - Pound 293 Phosphorus Fert Nutr - Pound 293 Potassium Fert Nutr - Pound 293 Mulch Method 2 - Acre 3.25 Temp Eros Contr Seed - Pound 325 Temp Ditch Checks - Foot 1030 Perimeter Eros Bar - Foot 2548 Inlet & Pipe Protect - Each 42 Stone Riprap Cl a4 - Sq Yd 122 Filter Fabric - Sq Yd 305 Aggregate Ditch - Ton 92 Sub Gran Mat a 12 - Sq Yd 12756 Sub Gran Mat c 6 - Sq Yd 459 Agg Base Cse b - Ton 124 Agg Surf Cse b - Ton 135 Aggregate-Temp Access - Ton 140 Bit Matls Pr Ct - Pound 28700 Bit Matls Tack Ct - Pound 2400 Hma Bc Il-19.0 n70 - Ton 3410 Hma Sc Il-9.5 d n70 - Ton 1195 Bit Matls Pr Ct - Pound 624 Incidental Hma Surf - Ton 32 Protective Coat - Sq Yd 2099 Pc Conc Sidewalk 4 - Sq Ft 505 Detectable Warnings - Sq Ft 62 Drive Pavement Re - Sq Yd 287 Comb Curb Gutter Rem - Foot 26 Sidewalk Rem - Sq Ft 285 Aggregate Shlds b - Ton 101 Pipe Culvert Remov - Foot 483 Prc Flar End Sec 12 - Each 2 Prc Flar End Sec 18 - Each 2 Prc Flar End Sec 48 - Each 1 Ss Rg Cl a 1 12 - Foot 543 Ss Rg Cl a 1 15 - Foot 1153 Ss Rg Cl a 1 18 - Foot 972 Ss Rg Cl a 1 21 - Foot 233 Ss Rg Cl a 1 48 - Foot 53 Man Ta 5 Dia t1f Cl - Each 2 Man Ta 6 Dia t1f Cl - Each 1 Fr & Lids Adjust - Each 1 Remov Inlets - Each 1 Comb Cc&g Tb6.24 - Foot 5915 Mobilization - l Sum 1 Sign Panel t1 - Sq Ft 9 Remov Sign Panel t1 - Sq Ft 53 Reloc Sign Panel t1 - Sq Ft 96 Reloc Sign Panel t2 - Sq Ft 16 Metal Post Ty a - Foot 393 Metal Post Ty b - Foot 44 Thpl Pvt Mk Ltr & Sym - Sq Ft 94 Thpl Pvt Mk Line 4 - Foot 8539 Thpl Pvt Mk Line 6 - Foot 166 Thpl Pvt Mk Line 12 - Foot 415 Thpl Pvt Mk Line 24 - Foot 26 Remove Exist Riprap - Sq Yd 189 Sidewalk Rem Spl - Sq Ft 3782 Inlets Spl n1 - Each 29 Inlets Spl n2 - Each 2 Inlets Reconst Spl - Each 2 Comb Cc&g Tb6.24 Spl - Foot 28.5 Traf Cont-Prot Blr 22 - l Sum 1 Relocate Bollards - Each 2 Hma Sidewalk - Sq Yd 3622 Hma Removal Spl - Sq Yd 9064 Conc Rem Spec - Sq Yd 13 Construction Layout - l Sum 1 Storm Sew Wm Req 18 - Foot 119 z0076600 Trainees - Hour 500 z0076604 Trainees Training Program Graduate - Hour 500

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