Project CP 119-20, Reconstruction of CR 119 from US Highway 71 to CSAH 3.

Combined estimated quantities of work are: Remove Pipe Culvert – 840 LIN FT, Excavation-Common(P) – 117090 CUYD, Common Embankment (CV)(P) – 187087 CUYD, Salvage Aggregate (SV) – 10588 CUYD, Salvage Topsoil (P) – 61911, Aggregate Base Class 5 – 58368 TON, 12’ x 9’ Precast Concrete Box Culvert – 140 LIN FT, 12’ x 9’ Precast Concrete Box End Section – 4 EA, Remove Existing Bridge – 1 LS, Coarse Aggregate Bedding (CV) – 94 CUYD, Sand Backfill(CV) – 2146 CUYD, 15” CS Pipe Culvert – 1604 LIN FT, 15” GS Pipe Apron – 51 EACH, 18” RC Pipe Culvert – 208 LIN FT, 18” RC Pipe Apron – 6 EA, 24” RC Pipe Culvert – 738 LIN FT, 24” RC Pipe Apron – 23 EACH, 48” RC Pipe Culvert – 84 LIN FT, 48” RC Pipe Apron – 2 EACH, 57” CS Span Pipe Culvert – 66 LIN FT, 57” CS Safety Apron – 2 EA, 10” TP Pipe Drain – 742 LIN FT, 12” TP Pipe Drain – 121 LIN FT, 4” Perforated PE Pipe Drain – 1740 LIN FT, 8” Perforated PE Pipe Drain – 1455 LIN FT, Random Riprap – 155 TON, Filter Topsoil Borrow(CV) – 429 CUYD, Rolled Erosion Prevention Category 20 – 22015 SQ YD, Silt Fence – 6009 LIN FT, Seeding – 42 ACRE, Hydraulic Matrix Type Bonded Fiber Matrix – 5075 LB, Mulch Material – 75 TON, and other construction items.