1 Mobilization, 0 - 15 Miles 1 EA 2 Clearing and Grubbing 0.387 AC 3 Relocate Existing Standard Mailbox 3 EA 4 Earthwork Excavation by Machine 16.32 CY 5 Earthwork Borrow (Fill) 64.1 CY 6 2" Type SP 12.5 Asphalt, over 1500sy 1,811 SY 7 Mill Existing Asphalt, 1.5" - 3" Thickness, less than 1500sy 1,270 SY 8 Lateral pavement patch as per County Detail (Full depth Asphalt) 27 SY 9 Remove Existing Asphalt, 3" Average Depth (Driveways) 31 SY 10 Remove Existing Asphalt (2" SP-12.5, 8" Base, 12" Subgrade - 22" Thickness) 8,917 CF 11 Saw Cut Existing Asphalt 734 LF 12 12" Stabilized Subgrade, less than 1000sy 662 SY 13 8" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", less than 1000sy 1,811 SY 14 Thermoplastic 24” White or Yellow Solid Stripe 25 LF 15 Thermoplastic White High Intensity Pedestrian Crosswalk 178 LF 16 Relocate Traffic Signs 8 EA 17 MOT (for contracts $200,000 to $250,000) 1 LS 18 FDOT Type E Curb and Gutter, FDOT Index 300 726 LF
