Grade and Surface - Reconstruction of CSAH 4 from CSAH 8 to 330 South of CR 83

Remove Bituminous Pavement – 51394 SQYD, Remove Pipe Culvert – 994 LIN FT, Excavation-Common(P) – 72182 CUYD, Common Embankment (CV)(P) – 66485 CUYD, Aggregate Base Class 5 – 40689 TON, Bituminous Course Mixture – 740 TON, Sand Backfill(CV) – 304 CUYD, 15” CS Pipe Culvert – 1234 LIN FT, 15” GS Pipe Apron – 42 EACH, 24” RC Pipe Culvert – 80 LIN FT, 24” RC Pipe Apron – 2 EACH, 48” RC Pipe Culvert – 66 LIN FT, 48” RC Pipe Apron – 2 EACH, 12” RC Pipe Sewer – 493 LIN FT, Construct Drainage Structure Design ‘G’ – 11.2 LIN FT, Random Riprap – 47 TON, Concrete Curb and Gutter – 840 LIN FT, Filter Topsoil Borrow(CV) – 60 CUYD, Erosion Control Blanket 3N– 15893 SQ YD, Silt Fence – 10288 LIN FT, Seeding – 23 ACRE, Hydraulic Matrix Type Bonded Fiber Matrix – 38395 LB

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.