PCC Pavement - Grade and New

Im-080-5(360)182--13-79 Route: i-80 1 Mi w Of Ia 146 To 2 Mi e Of Ia 146 (Wb) 23.00 Each Concrete Footings For Signs 891.20 Linear Foot Posts, Metal, For Signs 217.00 Square Foot Signs, Type a Im-080-5(361)182--13-79 Route: i-80 1 Mi w Of Ia 146 To 2 Mi e Of Ia 146 (Wb) 3,130.00 Linear Foot Electrical Curcuits 15.00 Each Handhole 3.00 Each Lighting Poles Im-Nhs-080-5(359)182--03-79 Route: i-80 1 Mi w Of Ia 146 To 2 Mi e Of Ia 146 (Wb) 16.00 Each Aprons 6.20 Ton Asphalt Binder 86.00 Gallon Asphalt Emulsion, Fog Seal 337.10 Units Clearing & Grubbing 1.00 Lump Sum Construction Survey 2,643.00 Linear Foot Culvert Pipe 1,072.15 Linear Foot Curb & Gutter p.c.c. 21,736.00 Cubic Yard Embankment-In-Place 120.00 Square Yard Engineering Fabric 113,687.00 Cubic Yard Excavation Class 10 586.50 Cubic Yard Excavation Class 20 10,200.00 Linear Foot Fence, Field 1.00 Each Field Laboratory/Office 84.00 Cubic Yard Flowable Mortar 529.60 Cubic Yard Granular Backfill 10,073.00 Linear Foot Guardrail, Cable 943.75 Linear Foot Guardrail, Formed Steel Beam 102.60 Ton Hot Mix Asphalt 35.10 Ton Macadam Stone Base 3,366.60 Cubic Yard Modified Subbase 56.80 Acre Mulching 35.10 Acre Native Grass Seeding 17,681.70 Square Yard Paved Shoulders 1,146.21 Station Pavement Markings 886.10 Square Yard Pavement Scarification 55,878.90 Square Yard Pavement, p.c.c. 1,179.70 Square Yard Recreational Trail, Pcc 109,012.70 Square Yard Removal Of Pvmnt/Drives/Sdwk 76.70 Ton Revetment 5.10 Acre Seeding & Fertilizing 377.10 Station Shoulder Construction 17,157.60 Linear Foot Silt Fence 49,853.10 Ton Special Backfill *Quantities For Items Bid As Alternates Are Overstated. See Proposal* 522.00 Square Special Ditch Control 40.20 Acre Stabilizing Crop, Seed & Fert. 6.00 Each Steel Beam g'Rail Barrier Trans Section 25,206.50 Linear Foot Subdrain, Longitudinal 31,887.50 Linear Foot Temp. Barrier Rail 36,980.00 Cubic Yard Topsoil, Strip/Salvage/Spread Im-Nhs-080-5(362)183--03-79 Route: i-80 Ia 146 Interchange (Wb) 16.00 Each Beams, Pretens. Prestr. Conc. 436.40 Square Yard Colored Sealer Coating Of Concrete 1.00 Lump Sum Construction Survey 801.00 Cubic Yard Excavation Class 20 2,346.00 Square Yard Longitudinal Grooving In Concrete 306.90 Square Yard Paved Shoulders 9,535.00 Linear Foot Pile, Steel h, 10 In. 548.00 Linear Foot Rail, Concrete Barrier 28,669.00 Pound Reinforcing Steel 165,408.00 Pound Reinforcing Steel, Epoxy Coated 562.50 Linear Foot Silt Fence 813.50 Cubic Yard Structural Concrete 9,234.00 Pound Structural Steel Im-Nhs-080-5(363)183--03-79 Route: i-80 Up Rr 0.4 Mi e Of Ia 146 (Wb) 30.00 Each Beams, Pretens. Prestr. Conc. 1.00 Lump Sum Construction Survey 1,324.00 Cubic Yard Excavation Class 20 3.00 Each Handhole 3,186.00 Square Yard Longitudinal Grooving In Concrete 237.80 Square Yard Paved Shoulders 12,385.00 Linear Foot Pile, Steel h, 10 In. 531.10 Linear Foot Rail, Concrete Barrier 61,824.00 Pound Reinforcing Steel 201,430.00 Pound Reinforcing Steel, Epoxy Coated 700.00 Linear Foot Silt Fence 1,106.80 Cubic Yard Structural Concrete 9,878.00 Pound Structural Steel

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.