Reconstruction of Taxiway F - Oxnard Airport, Oxnard, CA

The approximate quantities of major bid items involved in the proposed work are: Schedule I: P-101a Demolish Asphalt Pavement 90,000 square yards, P-152a Unclassified Excavation and Haul-Off 15,030 cubic yards, P-152d Unclassified Excavation and Stockpile Onsite 7,510 cubic yards, P-155a Lime Treated Subgrade, 16-Inch Depth 63,500 square yards, P-156a Cement Treated Subgrade, 16-Inch Depth 63,500 square yards, P-209a Crushed Aggregate Base Course 11,100 cubic yards, P-401a Asphalt Concrete Surface Course (PG 70-10) 15,100 ton, P-620b Marking, 2 Coats with Beads (All Colors) 58,300 square feet, D-701a 18-inch RCP, Class IV, Complete 570 linear feet, D-705a Underdrain Pipe, 6-Inch 9,300 linear feet, L-110a Install 1-2” SCH. 40 PVC Conduit, Direct Earth Buried (DEB) 7,400 linear feet, L-110b Install 1-2” SCH. 40 PVC Conduit, Concrete Encased CE) 6,600 linear feet, L-115a Install Electrical Pull Box, 4’x4’, Aircraft Rated 4 each, L-125a Install LED L-861T Taxiway Edge Light, Complete 70 each, L-125b Install In-Pavement LED L-852T Taxiway Edge Light, Complete 66 each, and L-125d Reinstall LED L-858 Guidance Sign, Size 1, 3 Module on New Foundation, Complete 8 each. Construction for this project is expected to take 90 Calendar Day(s) for Schedule I. DBE/SBE goal is 6.20%