Windfall Road To Tennessee Gas Road

Reconstruction, Overlay, Widening, Cross Slope Correction, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 14, Section 110, In Bradford County, Alba Township From Approximately 0.9 Miles North Of Canton At Segment 0200 Offset 1043 To Approximately 4.3 Miles South Of Troy At Segment 0240 Offset 1759. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 8,958.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 73.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 6.000 01 n c1, h, s Class 4 Excavation 0205-0285 Cubic Yard 6.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0364 Ton 6,300.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 285.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 14,175.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 8,750.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 9,800.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0323 Square Yard 173.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0337 Ton 119.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 107.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 173.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 9,800.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 1,039.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 173.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0246 Square Yard 28,515.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0256 Ton 175.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1024 Ton 843.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 9,800.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6047 Ton 82.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 14,000.000 $1.00 $14,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 5,846.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 4,220.000 01 n f4 Asphalt Prime Coat e 0601-0413 Linear Foot 771.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 9000-0005 Linear Foot 771.000 n h Proj 18" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill, Shore/Trench Box o 0601-4033 Linear Foot 771.000 n 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box 0601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage e 0601-7508 Linear Foot 97.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0560 Linear Foot 97.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7509 Linear Foot 216.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0560 Linear Foot 216.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0604-4508 Linear Foot 839.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0604-7707 Linear Foot 839.000 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 3` - 2` Fill, Shore/Trench Box o 0604-0500 Linear Foot 839.000 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box 0605-2730 Set 7.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 7.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2750 Set 1.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 13.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 14,175.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 199.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 12.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 1,052.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 538.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 193.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1602 Linear Foot 300.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0630-0001 Linear Foot 871.000 01 n k Plain Cement Concrete Curb 0660-0002 Linear Foot 7,674.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 15,163.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0677-0002 Ton 182.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 86.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 29.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 110.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0856-0001 Each 16.000 01 n c1 Removal Sediment And Rock Barrier 0860-0000 Each 23.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 651.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 40,473.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0105 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0962-1000 Linear Foot 15,350.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 13,491.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0002 Square Yard 51.000 01 n g, g1 Pro Paved Concrete Drives 9000-0010 Square Yard 775.000 01 n e, f Std Paved Drives 9000-0095 Each 6.000 01 n x Std Local Housing Inspections

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.