East Laneville Avenue (CTH F) Reconstruction, Drier Street Reconstruction and Water Main Loop

The work, in general, will include the approximate quantities and items listed below: Clearing and Grubbing 5.5 sta. Clearing and Grubbing 100 inch-diameter Excavation 5,700 cy Rock Excavation 150 cy Water Main (4”, 6” and 8”) and Appurtenances 4,000 lf Sanitary Sewer (8”) and Appurtenances 3,100 lf Storm Sewer (12”, 15”, 18”, and 21”) and Appurtenances 2,600 lf Crushed Aggregate Base 3,250 cy Concrete Curb and Gutter 6,400 lf Concrete Sidewalk (4” and 6”) 1,600 sf Concrete Driveway (6”) 10,700 sf Hot Mix Asphalt (3” Drier Street) 2,200 sy Traffic Control 1 ls Pavement Markings 9,600 lf Topsoil, Turf, Grasses, and Erosion Mat 13,000 sy

Division 03 -

Concrete, Precast Concrete.

Division 33 -

Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks, Sanitary Sewerage Utilities, Sanitary Utility Sewerage Piping, Sanitary Utility Sewerage Force Mains, Sanitary Utility Sewerage Structures, Storm Drainage Utilities, Storm Utility Drainage Piping, Storm Utility Water Drains, Storm Drainage Structures.