Specifications include, but are not limited to: Primary Work: 17000 CuYd of Unclassified Excavation, 9500 CuYd of Disposal of Excess Material, 5700 CuYd of Subbase Course (Furnished), 7800 CuYd of Subbase Course (Recycled), 2700 CuYd of Aggregate Base Course, 5000 Ton of Asphalt Base / Surface Course, 350 Ton of Asphalt Binder (PG 64-34), 21 Ton of Emulsified Prime Coat, 13 Ton of Emulsified Tack Coat, 1500 SqYd of 10” Concrete Pavement, 270 SqYd of 8” Concrete Valley Gutter, 1570 Ft of Silicone Joint Sealing Filler, 270 Ft of Hot Pour Joint Sealing Filler, 550 Ft of 15” RCP, 500 Ft of 18” RCP, 3300 Ft of 4” Under-drain Piping, Storm Sewer Inlets, 16600 Sq Yd of Full Depth Reclamation (16” Nominal Depth), 1180 Sq Yd of Full Depth Reclamation (4” Nominal Depth), 16100 Sq Yd of Geo-textile Separator Fabric, 540 Cu Yd of Top soiling, 5 Acre of Seeding and Fertilizing, Aircraft Tie-Downs, Contractor Quality Control Program, 6 Light Pole installation and associated electrical work, Runway and Taxiway Marking, and other items of related construction.