BASE BID: 27,753 C.Y. Common Excavation 4,200 L.F. 12” – 18” RCP Storm Sewer 47,475 Ton Aggregate Base, Class 5 644 L.F. 8”-10” PVC Sanitary Sewer 15,420 Ton Bituminous Surfacing 9,986 L.F. 6”-10” PVC Watermain 20,316 L.F. Curb & Gutter, Design B-618 & Mountable 28,707 L.F. 4” PE Perf. Subsurface Drain 36,338 S.F. 4” & 5” Concrete Walk 2,318 S.Y. 7” Concrete Driveway Pavement ALTERNATE NO. 1 (School Street, from 8th Ave. SW to 4th Ave. SW and 4th Ave. SW from Linden Street to Water Street): 3,895 C.Y. Common Excavation 2,210 L.F. 12” – 18” RCP Storm Sewer 6,203 Ton Aggregate Base, Class 5 10 L.F. 8” PVC Sanitary Sewer 1,120 Ton Bituminous Surfacing 1,850 L.F. 6” – 8” PVC Watermain 3,150 L.F. Curb & Gutter, Design B-618 2,922 L.F. 4” PE Perf. Subsurface Drain 9,532 S.F. 4” & 5” Concrete Walk 232 S.Y. 7” Concrete Driveway Pavement 286 L.F. 8” CIPP Lining ALTERNATE NO. 2 (Mill and Bituminous Overlay, Approx. 18 Blocks): 25,135 S.Y. Mill Bituminous Surface 4,610 Ton Bituminous Surfacing 1,873 L.F. Curb & Gutter, Design B-618 41 S.Y. 7” Concrete Driveway Pavement 1,322 L.F. Perf. Subsurface Drain

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