The Project includes the furnishing of all labor and materials for the construction complete in-place, of the following approximate quantities: 30,400 S Y Remove Bituminous Pavement 43,800 S F Remove Bituminous Walk 6,900 L F Remove and Replace Concrete Curb and Gutter 5,500 C Y Excavation – Common (P) 10,100 C Y Excavation – Subgrade 10,100 C Y Select Granular Embankment (CV) 800 TON Type SP 9.5 Wearing Course Mix (2,B) 3,400 TON Type SP 9.5 Wearing Course Mix (2,C) 1,400 TON Type SP 12.5 Wearing Course Mix (2,C) 2,900 TON Type SP 12.5 Non Wear Course Mix (2,C) 380 L F 10” PVC Sanitary Sewer 350 L F 12” RCP Storm Sewer 15 EACH Gate Valve Bolt Replacement 7,000 L F 2” Non-Metallic Conduit 460 L F 4” Broken Line Multi Comp 2000 S F Crosswalk Multi Comp
