Great Trough Crk Bridge 2

This project is for the replacement of the existing bridge carrying SR 0913 over Great Trough Creek in Huntingdon County. The existing structure will be replaced with a Single Span Composite Prestressed Concrete Spread Box Beam Bridge and includes minor roadway approach work, guide rail and drainage upgrades and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0913, SECTION 01B, in Huntingdon County, Wood Township at the location indicated on the plans. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 656.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 86.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 23.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 17.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 10.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 3.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 6.000 01 n c1 Select Granular Material (2rc) 0208-0001 Hour 2.000 01 n c Special Rolling 0212-0014 Square Yard 1,761.000 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 0311-0322 Square Yard 231.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0326 Square Yard 935.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0104 Square Yard 231.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,026.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0483 Square Yard 2,797.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-1495 Ton 181.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6450 Square Yard 816.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 5,472.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 181.000 01 n f4 Bituminous Prime Coat 0491-0019 Square Yard 1,909.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5901 Linear Foot 134.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7008 Linear Foot 9.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill 0605-1300 Each 2.000 01 n c1, h1 Cleaning Drainage Structures 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 4606-0050 Set 1.000 01 n Yes c1, k Std Grade Adjustment Of Existing Inlets <12" 0606-0160 Set 2.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-0002 Linear Foot 8.000 01 n h2 6" Pipe Underdrain Type i Backfill 4610-7002 Linear Foot 414.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7400 Cubic Yard 1.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 94.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 4618-0021 Each 1.000 01 n Yes h Proj Concrete Collar For 15" Pipe Extension Including Geotextile 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Additional Thrie-Beam Element Without Transition Element 0620-0400 Each 2.000 01 n j Terminal Section, Single 4620-0400 Each 2.000 01 n Yes j Std Terminal Section, Single Thrie-Beam 0620-0503 Linear Foot 109.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0504 Linear Foot 78.000 01 n Yes c1, j Std Remove Existing Guiderail (Township Property) 0620-1600 Linear Foot 25.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 25.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 4627-3019 Linear Foot 170.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` Modified 4628-3019 Linear Foot 215.000 01 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` Modified 0630-0001 Linear Foot 115.000 01 n k Plain Cement Concrete Curb 0643-0001 Linear Foot 70.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 33.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0676-0001 Square Yard 58.000 01 n k Cement Concrete Sidewalk 0677-0001 Cubic Yard 11.000 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 e 0695-0002 Square Foot 19.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 19.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 19.000 01 n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 139.000 01 n c1, h No. 1 Coarse Aggregate 0803-0001 Cubic Yard 209.000 01 n c1, m Placing Stockpiled Topsoil 4804-0001 Pound 59.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 8.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0805-0050 Square Yard 1,503.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 189.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4806-0121 Square Yard 1,066.000 01 n Yes m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b Natural Fiber 0811-0003 Linear Foot 32.000 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 0850-0022 Square Yard 29.000 01 n c1 Rock, Class r-4 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 0860-0000 Each 6.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 401.000 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 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 100.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 200.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 1,680.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 24.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0901-0712 Each 1.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0901-0717 Each 1.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0901-0718 Each 1.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0931-0001 Square Foot 6.000 01 n r Post Mounted Signs, Type b 0937-0106 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0333 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0962-1000 Linear Foot 2,804.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,548.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,400.000 01 n o2, o3 Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 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-38436 a 1002-0052 Pound 38,129.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 214.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 26.000 02 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0155 Each 38.000 02 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 9000-0071 Linear Foot 216.000 02 n u Std 9.63" Diameter Micropiles a 9000-0083 Linear Foot 100.000 02 n c6 Proj Mandatory Pre-Drilling For Micropiles o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure a 9000-0072 Linear Foot 0.000 02 n u Std 9.63" Diameter Micropiles o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure a 9000-0073 Linear Foot 0.000 02 n u Std 9.63" Diameter Micropiles 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0024 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route 9000-0034 Hour 100.000 01 n x Std Health And Safety Plan (Hasp) 9000-0038 Each 4.000 01 n x Std Liquids Sampling 9000-0040 Gallon 2,000.000 01 n c1 Std Off-Site Disposal Of Liquids 9000-0051 Dollar 75,000.000 $1.00 $75,000.00 01 y q Proj Pedestrian Shuttle Service During Construction 9000-0079 Linear Foot 40.000 01 n j1 Proj Temporary Single Face Barrier, Test Level 3, Barrier Deflection Distance < /=1` With Pavement Markings And Delineators 9000-0080 Cubic Yard 268.000 01 n c1 Proj Subgrade Undercut, As Directed 9000-0081 Each 1.000 01 n c6, k Proj Core Hole In Inlet Box 9000-0082 Dollar 6,000.000 $1.00 $6,000.00 01 y j3 Proj Repair Of Temporary Impact Attenuating Device 9000-0125 Each 138.000 02 n s7 Std Reinforcement Bar Anchor, No. 4 Bar 9000-0126 Each 112.000 02 n s7 Std Reinforcement Bar Anchor, No. 5 Bar 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.