PCC Pavement - Grade and New

Wapsi Ave 1.2 Mi e Of Co Rd f44 8.00 Each Beams, Pretens. Prestr. Conc. 1.00 Lump Sum Construction Survey 326.00 Cubic Yard Excavation Class 20 3,735.00 Linear Foot Pile, Steel h, 10 In. 646.00 Linear Foot Rail, Concrete Barrier 13,739.00 Pound Reinforcing Steel 104,162.00 Pound Reinforcing Steel, Epoxy Coated 1.00 Lump Sum Removal Of Asbestos 130.80 Cubic Yard Structural Concrete 11,193.00 Pound Structural Steel Im-080-7(170)248--13-52 Route: i-80 Approx 1.5 Mi e Of Ia 1 To 0.5 Mi e Of Wapsi Ave (Eb/Wb) 16.00 Each Concrete Footings For Signs 1.00 Lump Sum Construction Survey 693.90 Cubic Yard Excavation Class 20 4.00 Each Overhead Sign Support Structure 279.00 Linear Foot Posts, Metal, For Signs 25,712.00 Pound Reinforcing Steel, Epoxy Coated 348.00 Square Foot Signs, Type a 1,126.00 Square Foot Signs, Type b 156.80 Cubic Yard Structural Concrete Im-Nhs-080-7(174)248--03-52 Route: i-80 Approx 1.5 Mi e Of Ia 1 To 0.5 Mi e Of Wapsi Ave (Eb/Wb) 47.00 Each Aprons 11.30 Acre Clearing & Grubbing 1.00 Lump Sum Construction Survey 2,571.00 Linear Foot Culvert Pipe 41,854.80 Cubic Yard Embankment-In-Place 783.00 Square Yard Engineering Fabric 511,686.00 Cubic Yard Excavation Class 10 464.60 Cubic Yard Excavation Class 20 6,798.40 Linear Foot Fence, Field 2.00 Each Field Laboratory/Office 836.90 Cubic Yard Flowable Mortar 303.80 Cubic Yard Granular Backfill 4,937.00 Linear Foot Guardrail, Cable 450.00 Linear Foot Guardrail, Formed Steel Beam 46.00 Each Intakes & Manholes/Utility Access 1,015.40 Square Yard Longitudinal Grooving In Concrete 1,220.40 Ton Macadam Stone Base 86.20 Square Yard Median, p.c.c. 1,185.00 Cubic Yard Modified Subbase 176.40 Acre Mulching 76.00 Acre Native Grass Seeding 2,184.00 Square Foot Patches, Partial-Depth p.c.c. 10,387.50 Square Yard Paved Shoulders 4,235.40 Station Pavement Markings 237,305.00 Square Yard Pavement, p.c.c. 186,862.50 Square Yard Removal Of Pvmnt/Drives/Sdwk 130.00 Ton Revetment 12.20 Acre Seeding & Fertilizing 9,816.00 Linear Foot Sewer, Storm 708.70 Station Shoulder Construction 51,852.50 Linear Foot Silt Fence 88.20 Acre Stabilizing Crop, Seed & Fert. 4.00 Each Steel Beam g'Rail Barrier Trans Section 800.00 Linear Foot Subdrain 71,808.10 Linear Foot Subdrain, Longitudinal 1,285.50 Ton Surfacing, Crushed Stone 88,000.00 Linear Foot Temp. Barrier Rail 69,346.00 Cubic Yard Topsoil, Strip/Salvage/Spread Im-Nhs-080-7(175)248--03-52 Route: i-80 Ditch 1.7 Mi w Of Co Rd f44 (Eb/Wb) 1.00 Lump Sum Construction Survey 30.00 Cubic Yard Excavation Class 20 8,440.00 Pound Reinforcing Steel 50.20 Cubic Yard Structural Concr

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