US 522 Over Beaver Creek

Removal of existing bridge, construction of a one-span composite pre-stressed concrete spread box beam bridge, or approved equal, over Beaver Creek, selected borrow excavation rock, superpave base and wearing courses, drainage, guide rail, and other related work within an overall length of 3,200.00 linear feet (0.606 mile) as indicated on approved drawings for State Route 522, Section 071 from approximately 1.7 miles southwest of the intersection with State Route 235 at Segment 0110 Offset 2060 to approximately 0.4 mile northeast of the intersection with State Route 3012 at Segment 0100 Offset 1558 in Spring Township, Snyder County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 1,188.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 30.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 3,983.000 01 n c1 Foreign Borrow Excavation 0205-0363 Ton 72.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 31.000 01** n c1 Std Selected Borrow Excavation Rock, Class r-4 0205-0368 Ton 42.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-8 4205-0368 Ton 378.000 02 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-8 (Grouted And Choked With r-4) 0205-0381 Ton 31.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0385 Ton 203.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 698.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,859.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 1,046.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 1,736.000 01 n c, e Subbase (No. 2a) 0413-0203 Ton 176.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-0256 Ton 272.000 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 44.000 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 0413-2074 Ton 46.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6047 Ton 265.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 443.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 303.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 231.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 726.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor e 0601-0409 Linear Foot 64.000 01 n h 60" Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0601-7086 Linear Foot 64.000 n h 60" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, 100 Year Design Life e 0601-9555 Linear Foot 128.000 01 n h 72" Corrugated Aluminized Steel Pipe, Type i, (3" x 1" Corrugations), 10 Gage o 0601-7096 Linear Foot 128.000 n h 72" Reinforced Concrete Pipe, Type a, 7` - 2` Fill, 100 Year Design Life 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 0610-7002 Linear Foot 698.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 183.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 669.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,125.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 88.000 01 n j Type 31-Sc Guide Rail 0660-0002 Linear Foot 670.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0004 Linear Foot 1,140.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002 Ton 74.000 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 0802-0001 Cubic Yard 722.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 292.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 25.000 01 n m3 Seeding - Formula e, Including Mulch 4804-0007 Pound 4.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula w, Including Mulch (Special Mix) 0806-0113 Square Yard 2,378.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0141 Square Yard 200.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 4808-0100 Each 6.000 01 n Yes m Proj Tree (Black Locust - (2" Cal. b&b)) 4808-0101 Each 6.000 01 n Yes m Proj Tree (Black Cherry - (2" Cal. b&b)) 4808-0102 Each 6.000 01 n Yes m Proj Tree (Shagbark Hickory - (2" Cal. b&b)) 4808-0103 Each 6.000 01 n Yes m Proj Tree (Black Walnut - (2" Cal. b&b)) 4808-0104 Each 2.000 01 n Yes m Proj Tree (Pine Oak - (2" Cal. b&b)) 4808-0140 Each 47.000 01 n Yes m Proj Live Stakes (Red Osier Dogwood) 4808-0141 Each 46.000 01 n Yes m Proj Live Stakes (Silky Dogwood) 0808-3033 Each 3.000 01 n m Sugar Maple - (2" Cal. b&b) 0808-3073 Each 3.000 01 n m Red Maple - (2" Cal. b&b) 0811-0003 Linear Foot 461.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0849-0011 Each 1.000 01 n c1 Rock Construction Entrance 0849-0012 Each 1.000 01 n c1 Rock Construction Entrance 0849-0013 Each 1.000 01 n c1 Rock Construction Entrance 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0856-0001 Each 1.000 01 n c1 Removal Sediment And Rock Barrier 0867-0018 Linear Foot 1,310.000 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 0901-0231 Day 200.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 9,523.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,711.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0903-0750 Lump Sum 1.000 01 n c Removal Of Temporary Roadway 0937-0106 Each 43.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 43.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0962-1000 Linear Foot 1,600.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,600.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 4,823.000 01 n o2, o3 4" Pavement Marking Removal 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-38732 a 1002-0053 Pound 65,607.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-2025 Each 14.000 02 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 1005-2825 Linear Foot 720.000 02 n u Steel Hp12x74 Production Pile, Galvanized o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0005 Lump Sum 1.000 01 n c1, m2 Std Diversion Dike System 9000-0305 Each 57.000 02 n s2 Std Adhesive Anchor, No. 5 Bar

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.