Columbia Street Arch Bridge

Columbia Avenue Arch Bridge. New structure will consist of a two span bridge with two travel lanes, shoulders, and sidewalks. Project includes signal upgrade and curb work at Bern Street as well as building demolition, pavement, curb and sidewalk work to erect in the new bridge and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 443, SECTION 01B, in Schuylkill COUNTY Schuylkill Haven BOROUGH from approximately 400 feet west of the existing bridge at segment 0390 offset 2391 to approximately 300 feet east of the existing bridge at segment 0400 offset 0320 for a total project length of 696 feet. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 202-0001 Lump Sum 1.000 01 n b Demolition 202-0002 Lump Sum 1.000 01 n b 203-0001 Cubic Yard 3,388.000 01 n c Class 1 Excavation 203-0003 Cubic Yard 152.000 01 n c1 Class 1a Excavation 203-0006 Linear Foot 69.000 01 n g4 Saw Cutting 208-0001 Hour 16.000 01 n c Special Rolling 212-0001 Linear Foot 361.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 1,243.000 01 n c3, h, m2 Geotextile, Class 4, Type a 213-0002 Dollar 5,000.000 $1.00 $5,000.00 01 y z Temporary Project Air Pollution Control 313-0424 Square Yard 973.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 350-0108 Square Yard 1,162.000 01 n c, e Subbase 8" Depth (No. 2a) 413-0245 Square Yard 1,966.000 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-h 413-1024 Ton 38.000 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 413-6045 Square Yard 991.000 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 413-9999 Dollar 10,000.000 $1.00 $10,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0001 Square Yard 2,957.000 01 n f4 Asphalt Tack Coat 491-0013 Square Yard 985.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 501-0024 Square Yard 23.000 01 n g Plain Cement Concrete Pavement, 6" Depth 601-5901 Linear Foot 230.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 605-1300 Each 6.000 01 n c1, h1 Cleaning Drainage Structures 605-2701 Each 3.000 01 n k Bicycle Safe Inlet Grate 606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 608-0001 Lump Sum 1.000 04 n x Mobilization 609-0003 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 03 n x Std Equipment Package 610-7002 Linear Foot 448.000 01 n h2 6" Pavement Base Drain 615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 620-0400 Each 2.000 01 n j Terminal Section, Single 620-1600 Linear Foot 25.000 01 n j Type 31-s Guide Rail 620-2010 Each 1.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 4620-2010 Each 1.000 01 n Yes j Proj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb ,Shop Bent 627-3020 Linear Foot 323.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 628-3020 Linear Foot 175.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 630-0001 Linear Foot 755.000 01 n k Plain Cement Concrete Curb 643-0001 Linear Foot 186.000 05 n j1 Temporary Concrete Barrier, Structure Mounted 676-0001 Square Yard 299.000 01 n k Cement Concrete Sidewalk 686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 102.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 102.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 102.000 01 n k Detectable Warning Surface, Polymer Concrete 696-0610 Each 2.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 697-0610 Each 3.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 802-0001 Cubic Yard 742.000 01 n c1, m Topsoil Furnished And Placed 804-0011 Pound 79.000 01 n m3 Seeding And Soil Supplements - Formula b 804-0014 Pound 7.000 01 n m3 Seeding - Formula e 804-0019 Pound 47.000 01 n m3 Seeding And Soil Supplements - Formula n 805-0022 Ton 1.000 01 n m3 Mulching - Straw 805-0050 Square Yard 1,787.000 01 n m3 Mulch Control Netting 806-0113 Square Yard 1,628.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 849-0010 Each 3.000 01 n c1 Rock Construction Entrance 850-0032 Cubic Yard 30.000 01 n c1 Rock, Class r-4 855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 860-0000 Each 3.000 01 n m2 Inlet Filter Bag For Type m Inlet 860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 867-0012 Linear Foot 90.000 01 n m2 Compost Filter Sock, 12" Diameter 867-0018 Linear Foot 270.000 01 n m2 Compost Filter Sock, 18" Diameter 867-0022 Linear Foot 146.000 01 n m2 Compost Filter Sock, 24" Diameter 901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 901-0320 Linear Foot 2,532.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 901-0330 Linear Foot 895.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 910-2828 Each 2.000 01 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 910-4116 Linear Foot 455.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 931-0001 Square Foot 51.000 01 n r Post Mounted Signs, Type b 935-0001 Square Foot 25.000 01 n r Post Mounted Signs, Type f 936-0010 Square Foot 74.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 937-0106 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 937-0113 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 937-0201 Each 9.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 951-0125 Each 1.000 01 n p Traffic Signal Support, 25' Mast Arm 951-0130 Each 1.000 01 n p Traffic Signal Support, 30' Mast Arm 951-2125 Each 1.000 01 n p Traffic Signal Support, 25' Mast Arm With Luminaire Arm (30' Mounting Height) 951-2130 Each 1.000 01 n p Traffic Signal Support, 30' Mast Arm With Luminaire Arm (30' Mounting Height) 951-4012 Each 2.000 01 n p Traffic Signal Support, 12' Pedestal 951-4026 Each 2.000 01 n p Pedestrian Stub Pole, Type f 952-1030 Each 1.000 01 n p Nema Ts-2; Type 1 Controller Assembly, Type 1 Mounting 954-0012 Linear Foot 175.000 01 n p8 2 Inch Conduit 954-0013 Linear Foot 212.000 01 n p8 3 Inch Conduit 954-0152 Linear Foot 125.000 01 n c1, p8 Trench And Backfill, Type Ii 954-0153 Linear Foot 99.000 01 n c1, p8 Trench And Backfill, Type Iii 954-0201 Linear Foot 670.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 954-0202 Linear Foot 1,095.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 954-0203 Linear Foot 160.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 954-0302 Each 5.000 01 n p8 Junction Box, Jb-27 954-0403 Each 1.000 01 n p8 Electrical Service, Type c 955-3208 Each 7.000 01 n p Vehicular Signal Head, Three 12" Sections 955-3210 Each 1.000 01 n p Vehicular Signal Head, Five 12" Sections 955-3722 Each 8.000 01 n p Led Countdown Pedestrian Signal Head, Type a 956-0500 Each 8.000 01 n p Pedestrian Push Button 956-0771 Each 4.000 01 n p Radar Detection System 956-0801 Each 1.000 01 n p Optical Preemption System 960-0005 Linear Foot 364.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 960-0021 Linear Foot 65.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 960-0222 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 962-1000 Linear Foot 2,036.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 2,812.000 01 n o 4" Yellow Waterborne Pavement Markings 963-0001 Square Foot 102.000 01** n o2, o3 Pavement Marking Removal 963-0004 Linear Foot 5,767.000 05 n o2, o3 4" Pavement Marking Removal 963-0006 Linear Foot 90.000 05 n o2, o3 6" Pavement Marking Removal 964-0026 Linear Foot 23.000 05 n o 24" White Epoxy Transverse Pavement Markings 971-0001 Each 11.000 01 n r Remove Post Mounted Signs, Type b 975-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type f 1001-1120 Cubic Yard 1.000 01 n s2 Class a Cement Concrete 1018-0001 Lump Sum 1.000 02 n t1 Removal Of Existing Bridge 1999-9999 Hour 1,000.000 01 n z Std Trainees e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-38479 a 4204-0100 Cubic Yard 10.000 02 n Yes c1, s1, t1 Proj Class 3 Excavation Including Overexcavation And Backfilling With Class c Cement Concrete a 1001-0970 Square Yard 881.000 02 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves a 1002-0052 Pound 134,644.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0138 Each 34.000 02 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0139 Each 40.000 02 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 520.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 49.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 270.000 02 n s7 Stainless Steel Reinforcement Bars a 1005-1410 Linear Foot 316.000 02 n c6 Mandatory Predrilling For Driven Piles a 1005-1480 Each 2.000 02 n x Dynamic Pile Load Test a 1005-1540 Each 2.000 02 n u Restrike Test Pile, 14 Day Waiting Period a 1005-1725 Each 2.000 02 n u Steel Hp12x74 Test Pile a 1005-1825 Linear Foot 461.000 02 n u Steel Hp12x74 Production Pile a 1005-1925 Each 33.000 02 n u Steel Hp12x74 Pile Tip Reinforcement (Normal Duty) a 1046-0010 Square Yard 881.000 02 n k2 Epoxy Overlay a 1091-0331 Linear Foot 50.000 02 n k1 Epoxy Injection Crack Seal o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure 9000-0001 Square Foot 23.000 01 n r Proj Scenic River Sign 9000-0002 Linear Foot 413.000 01 n c1, m2 Proj Temporary Cofferdam Concrete Barrier 9000-0003 Cubic Yard 881.000 01 n c1, m2 Proj Temporary Causeway 9000-0004 Linear Foot 269.000 01 n c1, m2 Proj Reset Temporary Cofferdam Concrete Barrier 9000-0005 Each 2.000 01 n m2 Proj Sump Pit 9000-0006 Each 1.000 01 n h, k Proj Curb Cut Downspout Drain 9000-0007 Each 4.000 01 n h Proj Pipe Connection To Inlet Box 9000-0012 Dollar 45,000.000 $1.00 $45,000.00 02 y s2 Proj Maintenance Of Existing Bridge 9000-0017 Square Yard 12.000 01 n k Proj Residential Cement Concrete Sidewalk 9000-0020 Square Yard 135.000 01 n c1, f Proj Asphalt Driveway Adjustment 9000-0025 Dollar 50,000.000 $1.00 $50,000.00 01 y x Proj Asbestos Testing And Abatement 9000-0026 Dollar 5,000.000 $1.00 $5,000.00 05 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0107 Lump Sum 1.000 02 n u Proj Vibration Monitoring And Control 9000-0500 Lump Sum 1.000 02 n c1, s5 Proj Temporary Support And Protection System 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System

Bridge, New Construction.

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.