This project involves earthworks, structural installations, and infrastructure development, including trench excavation - 1020 CUYD, backfill of 10 CUYD, topsoil placement (4") - 114 CUYD, seeding (Class 2A) - 0.25 ACRE, Nitrogen and potassium fertilizer - 29 lbs., erosion control blanket spanning - 1017 SQYD, temporary ditch checks - 119 FOOT, perimeter erosion barrier ±Ft, aggregate base improvement (12") - 1712 SQYD, hot-mix asphalt surface removal ±butt joint 125 SQYD, hot-mix asphalt surface (IL-9.0, N90) - 192 TONS, hot-mix asphalt binder (IL-9.0, N90) - 383 TONS, pavement removal (Special, IL-3 Max, C-1560) - 1586 SQYD, Bituminous materials (tack Coat) 791 lbs., aggregate shoulders (Type A, 6") - 298 TONS, Precast Rein. Concrete Flared End Sections ¶±each, storm sewers (Class A, Type 1, 24" flared end) - 64 FOOT, storm sewer removal (24") - 69 FOOT.
