A general description of the work includes: furnishing of all labor and materials for the construction complete and in place in accordance with the plans and specifications for the following approximate quantities: 39,750 SY Remove Bituminous Pavement 187,100 CY Common Embankment (CV) 95,900 CY Common Excavation 19,900 CY Select Granular Embankment 20,825 CY Aggregate Base Class 5 17,700 TON Bituminous Mixture(s) 14,150 LF Concrete Curb and Gutter 2,280 LF Prestressed Concrete Beams 785 CY Structural Concrete 2,935 SY Earth Retaining Wall 8,950 CY Structural Backfill 7,900 LF CIP Concrete Piling 2,315 LF Metal Railing 7,500 LF RCP Pipe (12” – 42”) 140 LF 54” Steel Casing Pipe 375 LF Drainage Structures 22.5 AC Turf Establishment 46 EACH Street Lights 1 LS Traffic Control 2 SY Pedestrian Crosswalk Flasher System 185 EACH Deciduous/Coniferous Trees
