Trib to Sweet Root Creek Culvert

This project is for the replacement of the existing structure carrying SR 3007 over Tributary to Sweet Root Creek in Bedford County. The existing structure will be replaced with a 12’-0” X 5’-0” Precast R.C. Box Culvert and includes minor roadway approach work, drainage and guide rail upgrades and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 3007, Section 01b In Bedford County, Southampton Township at the locations indicated on the plans in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,030.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 565.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 43.000 02 n c1, s1, t1 Class 3 Excavation 0205-0266 Cubic Yard 15.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 150.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,495.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 25.000 01 n k1 Flowable Backfill, Type c 0313-0320 Square Yard 1,475.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0337 Ton 32.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,420.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0203 Ton 222.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-2059 Ton 139.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-7007 Ton 324.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 7,500.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 650.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 2,424.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 910.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7313 Linear Foot 32.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 32.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0008 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-1001 Linear Foot 150.000 01 n h2 6" Pipe Underdrain, Type Ii Backfill 4610-7002 Linear Foot 1,010.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 110.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 5.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 5.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0500 Linear Foot 38.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 262.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 38.000 01 n j Guide Rail Element 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 263.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0627-3050 Linear Foot 492.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0628-3050 Linear Foot 396.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0677-0002 Ton 7.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 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 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022 Cubic Yard 43.000 02 n c1, h No. 8 Coarse Aggregate 0703-0025 Cubic Yard 1.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 32.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 35.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 42.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0013 Pound 69.000 01 n m3 Seeding And Soil Supplements - Formula d 0806-0130 Square Yard 1,290.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 0810-0052 Each 34.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 130.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 186.000 01 n c1 Rock, Class r-3 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0856-0001 Each 3.000 01 n c1 Removal Sediment And Rock Barrier 0867-0012 Linear Foot 586.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 50.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 2,040.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,885.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 26.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0937-0107 Each 30.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1005 Linear Foot 3,800.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,252.000 01 n o2, o3 Pavement Marking Removal 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-36406 a 1002-0053 Pound 1,000.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast- In - Place Concrete Reinforced Box Culvert 9000-0006 Linear Foot 157.000 01 n h Std 18" Temporary Pipe 9000-0007 Linear Foot 292.000 01 n h Std 54" Temporary Pipe/ Trench Box 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0082 Dollar 12,000.000 $1.00 $12,000.00 01 y j3 Proj Repair Of Temporary Impact Attenuating Device 9000-1045 Each 1.000 01 n x Std Temporary Mailbox Reset 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.