Harrisburg Pike Bridge-B

This project consists of the replacement of two bridges with single-span prestressed concrete spread box beam bridges on integral abutments with approach slabs. Work also includes minor approach shoulder widening, roadway reconstruction, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 0230, Section 035, In Lancaster County, Mount Joy Township, from Segment 0180 Offset 1333 to Segment 0190 Offset 0775, a length of 1,295.00 linear feet (0.245 mile), and for State Route 0772, Section 043, In Lancaster County, East Donegal Township, from Segment 0040 Offset 0645 to Segment 0040 Offset 1550, a length of 830.00 linear feet (0.157 mile). Overall project length is 2,125.00 linear feet (0.402 mile). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,306.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 714.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 62.000 02 n g4 Saw Cutting 0205-0100 Cubic Yard 2,224.000 01** n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 440.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0268 Cubic Yard 402.000 01** n c1 Selected Borrow Excavation Rock, Class r-8 0212-0001 Linear Foot 546.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 666.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0132 Square Yard 469.000 02 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth 0313-0322 Square Yard 2,963.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 3,432.000 01** n c, e Subbase 6" Depth (No. 2a) 0413-0230 Square Yard 9,395.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0413-0232 Square Yard 1,271.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-m 0413-1024 Ton 228.000 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 0413-6046 Square Yard 3,432.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0002 Gallon 1,025.000 01** n f4 Bituminous Tack Coat 0491-0014 Square Yard 7,234.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Proj Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7001 Linear Foot 546.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 60.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 6.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 330.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 1,414.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,100.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01** n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 300.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 202.000 07 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001 Linear Foot 36.000 07 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 36.000 07 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0686-0001 Each 6.000 01** n x Right-Of-Way Monuments 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 02 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation 0696-0610 Each 2.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 37.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 126.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 390.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 84.000 01** n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 8,864.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 6.000 02 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 60.000 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 0855-0003 Each 4.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01** n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 3,430.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 150.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 13,398.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 8,232.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 352.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0340 Linear Foot 185.000 07 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0350 Linear Foot 93.000 07 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0351 Linear Foot 93.000 07 n o2, o3 6" Standard Pavement Markings, Tape, White 0931-0001 Square Foot 12.000 01 n r Post Mounted Signs, Type b 0941-0001 Each 4.000 01** n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 3,590.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,544.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,458.000 07 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 7,110.000 07 n o2, o3 4" Pavement Marking Removal 0965-0224 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 5.000 01** n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 20 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 21 n t1 Proj Removal Of Existing Bridge 1999-9999 Hour 1,000.000 09 n z Std Trainees e 8010-0001 Lump Sum 1.000 20 n Yes s1 Std Bridge Structure, As Designed,s-37875 a 5001-1120 Cubic Yard 10.000 20 n Yes s2 Proj Class a Cement Concrete - Existing Abutments a 1002-0052 Pound 75,330.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 166.000 20 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 52.000 20 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0155 Each 16.000 20 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 1002-0156 Each 24.000 20 n s7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated a 1005-1410 Linear Foot 340.000 20 n c6 Mandatory Predrilling For Driven Piles a 1005-1480 Each 2.000 20 n x Dynamic Pile Load Test a 1005-1725 Each 2.000 20 n u Steel Hp12x74 Test Pile a 1005-1825 Linear Foot 334.000 20 n u Steel Hp12x74 Production Pile a 1005-2025 Each 18.000 20 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 9044-0001 Square Yard 547.000 20 n s3 Proj Mechanically Grooving Bridge Deck Surface a 9203-0101 Lump Sum 1.000 20 n c1, s5 Std Temporary Excavation Support And Protection System o 8000-0001 Lump Sum 1.000 20 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 20 n s1 Std Steel Bridge Structure e 8010-0002 Lump Sum 1.000 21 n Yes s1 Std Bridge Structure, As Designed,s-38097 a 5001-1121 Cubic Yard 7.000 21 n Yes s2 Proj Class a Cement Concrete - Existing Abutments a 1002-0053 Pound 104,307.000 21 n s7 Reinforcement Bars, Epoxy Coated a 1005-1411 Linear Foot 288.000 21 n c6 Mandatory Predrilling For Driven Piles a 1005-1481 Each 2.000 21 n x Dynamic Pile Load Test a 1005-1726 Each 2.000 21 n u Steel Hp12x74 Test Pile a 1005-1826 Linear Foot 274.000 21 n u Steel Hp12x74 Production Pile a 1005-2026 Each 14.000 21 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 9000-0001 Lump Sum 1.000 21 n c1, h Proj Temporary Concrete Barrier Cofferdam a 9044-0002 Square Yard 479.000 21 n s3 Proj Mechanically Grooving Bridge Deck Surface o 8000-0002 Lump Sum 1.000 21 n s1 Std Prestressed Concrete Bridge Structure o 8100-0002 Lump Sum 1.000 21 n s1 Std Steel Bridge Structure 9000-0002 Linear Foot 830.000 02 n j, j2 Proj Farm Fence 9000-0003 Hour 750.000 01 n q Proj Snowplow Truck And Operator

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.