Estimated Quantities of Work

Mobilization - 1 LS; Clearing & Grubbing - 5 Tree; Remove Mailbox Support - 4 Each; Remove Pipe Culverts - 707 LF; Remove Bituminous Driveway Pavement - 645 SY; Geotextile Fabric Type 5 - 16,925 SY; Excavation - Common (P) - 19,113 CY; Common Embankment (CV) (P) - 6,286 CY; Aggregate Surfacing Class 2 - 652 Ton; Dozer - 10 Hour; Aggregate Base Class 5 & 5Q Modified - 20,064 Ton; Full Depth Reclamation - 13,298 SY; SP 12.5 Bituminous Wearing Course Mix (2,C) - 3,987 Ton; Pavement Density Incentive - 1 LS; Granular Backfill - 3,616 CY; Granular Foundation &/or Bedding - 873 Ton; CS Pipe Apron (18"-24") - 9 Each; RC Pipe-Arch Apron ( 28"-44" Span) - 4 Each; CS Safety Apron & Grate Design 3128 (18"-24") - 7 Each; CS Safety Apron & Grate Design 3128 (21" Span) - 6 Each; CS Pipe Culvert (18"-24" & 21"-44" Span Arch) - 454 LF; Pipe Culvert HPP (18"-24") - 412.20 LF; Construct Drainage Structure Des 60-4020 - 1 Each; Random Riprap Class III - 140 CY; Install Mailbox Support - 4 Each; Traffic Control - 1 LS; Stabilized Construction Exit - 2 Each; Silt Fence Type MS - 1,909 LF; Sediment Control Log Type Wood Fiber - 1,740 LF; Fertilizer Type 3 - 2,835 LB; Seeding - 8.1 Acres; Seed Mixture 25-141 - 600 LB; Hydraulic Stabilized Fiber Matrix - 18,300 SY; Rolled Erosion Prevention Cat 25 - 9,572 SY; Striping (Paint) - 18,412 LF and Miscellaneous and Appurtenant Items required for a Complete Project.