The work generally consists of the following: Restoration - 1 LS, Traffic Control - 1 LS, Erosion and Dust Control - 1 LS, Pavement Sawing – 285 LF, Milling Pavement - 15 SY, Pavement Removal, Excavation & Grading – 2,914 CY, Excavation Below Subgrade - 224 CY, Remove Concrete Curb & Gutter - 597 LF, Remove Concrete Sidewalk - 243 SY, Remove Driveway Pavement - 167 SY, Dense Graded Base (1-1/4”) - 4,400 TON, Dense Graded Base (3”) - 514 TON, Dense Graded Base (3/4”) - 105 TON, 30” Concrete Curb & Gutter – 720 LF, Pedestrian Curb – 11, 5” Concrete Sidewalk - 2,180 SF, 7” Concrete Driveway - 167 SY, 8” Concrete Pavement - 88 SY, Curb Ramp Detectable Warning Field - 40 SF, Bit. Concrete Surface (5 LT 58-28 S) - 774 TON, Bit. Concrete Binder (3 LT 58-28 S) - 1,406 TON, Manhole Adjustments - 19 EA, Valve Adjustments - 8 EA, 6” Gate Valve & Box - 2 EA, 6” Dia PVC Water Main (Granular Backfill) - 26 LF, 8” Gate Valve & Box - 2 EA, 8” Dia PVC Water Main (Granular Backfill) - 1,401 LF, 12” Dia PVC Water Main (Granular Backfill) – 20 LF, Hydrant – 2 EA, 1.00” Copper Water Service – 515 LF, Connections to Existing Water Main – 8 EA, Water Main Abandonment – 1 LS, 12” Dia PVC Sanitary Sewer (Granular Backfill) – 316 LF, 4” or 6” Dia PVC Sanitary Sewer (Granular Backfill) – 10 LF, 8” or 10” Dia PVC Sanitary Sewer Spot Repair (~ 4 LF) – 2 EA, 15” Dia RCP, CLASS III, Storm Sewer Spot Repair (~ 4 LF) – 1 EA, 18” Dia Storm Sewer CIPP Sectional Liner (~ 4 LF) – 1 EA, 10” Dia PVC Storm Sewer (Granular Backfill) – 37 LF, Pavement Marking Epoxy White 6 inch – 165 LF, Pavement Marking Stop Line 18 inch – 75 LF, Pavement Marking Epoxy White 24 inch – 108 LF
