T. Algoma, Omro Road, Leonard Point Road - Brooks Lane

Excavation Common, 56,353 CY; Backfill Granular, 1,885 CY; Backfill Structure, 302 Ton; Base Aggregate Dense, 385,025 Ton; Breaker Run, 10,060 Ton; Concrete Masonry Culverts, 59 CY; Bar Steel Reinforcement, 3,140 Lbs; Bar Steel Reinforcement Coated, 2,550 Lbs; Marking Epoxy, 24,508 LF; Construction Staking, 53,799 LF; Construction Staking, 215 Each; Construction Staking, 2 LS; Storm Sewer Pipe, 1,886 LF 18“, 1,256 LF 42“, 2,181 LF 24“, 2,251 LF 12“, 1,080 LF 30“, 744 LF 15”, 1,364 LF 36”, 381 LF 48”; Storm Sewer Pipe Horizontal lliptical, 68 LF 14” X 23”, 810 LF 19“ X 30”, 272 LF 24“ X 38”; Pipe Arch, 15 LF 42“ X 29”; Concrete Curb, 115 LF; Concrete Curb and Gutter, 19,505 LF; ConcreteSidewalk, 83,065 SF; Asphaltic Surface, 850 Ton; HMA Pavement, 10,665 Ton; Tack Coat, 2,350 Gals; Signs, 434 SF; Concrete Driveway, 4,058 SY; Temporary Traffic Signals, 1 LS; Storm Sewer Lateral, 662 LF; Excavation, Hauling and Disposal of Contaminated Soil, 3,220 Ton.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Culverts, Storm Drainage Structures.