Primary Work: Approximately 120 SqYd of Asphalt Pavement Removal (2” Nominal Depth), 17500 SqYd of Asphalt Pavement Removal (4” Nominal Depth)17500 SqYd of Concrete Pavement Removal (20” Nominal Depth, 8000 CuYd of Unclassified Excavation, 3300 CuYd of Disposal of Excess Material, 100 CuYd of Subbase Course (Furnished), 7800 CuYd of Subbase Course (Recycled), 2200 CuYd of Crushed Aggregate Base Course, 10400 SqYd of 12” Cement Concrete Pavement, 1000 SqYd of Reinforcement for Odd-Shaped Panels, 1000 Ft of Silicone Joint Sealing Filler, 1000 Ft of Hot Pour Joint Sealing Filler, 1600 Ft of 4” Perforated Underdrain Piping, Storm Sewer Inlets, 900 CuYd of Topsoil (Furnished from Off the Site), 10400 SqYd of Geotextile Fabric, 70 SqYd of Concrete Pavement Repair, 150 SqYd of Concrete Valley Gutter, 790 Ton of Asphalt Concrete, Contractor Quality Control Program, Pavement Marking, Taxiway Lighting, and other items of related construction.