SR 1009 over Chartiers CK

This project consists of the replacement of the bridge that carries S.R. 1009 (Pike Street) over Chartiers Creek. Also included will be roadway approach work, drainage upgrades, guide rail upgrades, signing and pavement marking upgrades, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 1009, Section F10, in Washington County Houston Borough from approximately 100 feet north of the intersection of West Pike Street and Arnold Avenue at segment 0120 offset 0826 to approximately the intersection of Pike Street and Western Avenue at segment 0120 offset 1496. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 689.000 01** n c Class 1 Excavation 0203-0003 Cubic Yard 507.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 197.000 01** n c1 Class 1b Excavation 0212-0001 Linear Foot 455.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,000.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 380.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0322 Square Yard 526.000 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 132.000 05 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0425 Square Yard 839.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0350-0106 Square Yard 1,687.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 526.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0395 Ton 5.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0482 Square Yard 1,649.000 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-h 0411-1495 Ton 62.000 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 760.000 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 2,435.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0490-0001 Square Yard 20.000 05 n c1, f3 Removal Of Existing Bituminous Surface Course 0491-0019 Square Yard 810.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 190.000 01 n g Plain Cement Concrete Pavement, 6" Depth e 4601-0562 Linear Foot 166.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-0975 Linear Foot 166.000 01 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-7518 Linear Foot 166.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-0773 Linear Foot 90.000 01 n Yes h Proj 18" Ductile Iron Pipe, 100 Year Design Life Includes Excavation And Backfill o 4601-7014 Linear Foot 90.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7014 Linear Foot 4.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4604-2825 Linear Foot 280.000 01 n Yes h Proj 24" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4604-7027 Linear Foot 280.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill 4605-2711 Set 2.000 01 n Yes k Proj Type c Concrete Top Unit And Bicycle Safe Grate Galvanized 4605-2730 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Grate Galvanized 4605-2741 Set 4.000 01 n Yes k Proj Type s Concrete Top Unit And Bicycle Safe Grate Galvanized 4605-2781 Set 4.000 01 n Yes k Proj Type m Frame And Bicycle Safe Grate Galvanized 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 5.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3011 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0200 Vertical Foot 1.000 01 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0003 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 76.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7001 Linear Foot 175.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 15.000 01 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Shop Bent Radius, Excluding w-Beam Rail Element 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0575 Linear Foot 13.000 01 n j Guide Rail Element 0620-1600 Linear Foot 13.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 13.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 645.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 281.000 01 n k Cement Concrete Sidewalk 0677-0001 Cubic Yard 34.000 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 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 03 y x Semi-Formal Facilitation 0703-0020 Cubic Yard 507.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 30.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 11.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 1.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 139.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0050 Lump Sum 1.000 01 n a, m1 Proj Selective Tree Removal 0811-0003 Linear Foot 110.000 05 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0851-0003 Square Yard 18.000 01 n c1 Rock Apron 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 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 10.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 178.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 300.000 05 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 34.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 16.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0954-0011 Linear Foot 32.000 01 n p8 1 Inch Conduit 0954-0152 Linear Foot 32.000 01 n c1, p8 Trench And Backfill, Type Ii 0956-0101 Linear Foot 312.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 1,500.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 600.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,900.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0008 Linear Foot 70.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 22.000 01 n o 24" White Epoxy Pavement Markings 0964-0101 Each 1.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0226 Each 2.000 01 n o3 White Epoxy Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0971-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 7.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge e 8110-0001 Lump Sum 1.000 02 n Yes s4 Std Bridge Structure, As Designed, s-39064 a 1002-0053 Pound 14,281.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 164.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1005-1104 Linear Foot 459.000 02 n u Steel Beam Bearing Piles, Hp12x74 a 1005-1211 Each 14.000 02 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x74 o 8100-0001 Lump Sum 1.000 02 n s4 Std Steel Bridge Structure 9000-0001 Each 1.000 01 n r Proj Remove And Return Sign To Owner 9000-0003 Lump Sum 1.000 01 n m2 Proj Water Diversion Device 9000-0004 Linear Foot 34.000 01 n m2 Proj 24" Temporary Pipe 9000-0005 Each 3.000 02 n x Proj Pre And Post Construction Survey 9000-0006 Lump Sum 1.000 02 n x Proj Seismograph 9000-0007 Linear Foot 30.000 05 n m2 Proj 4" Temporary Pipe 9000-0008 Each 1.000 01 n j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition, Excludes w-Beam Rail Element 9000-0009 Dollar 10,500.000 $1.00 $10,500.00 05 y p Proj Existing Traffic Signal Timing Adjustment 9000-0010 Lump Sum 1.000 01 n s4 Proj Temporary Pedestrian Bridge 9000-0011 Lump Sum 1.000 01 n v2 Proj Waste Management Plan 9000-0012 Lump Sum 1.000 01 n x Proj Site Work Plan 9000-0013 Dollar 22,500.000 $1.00 $22,500.00 01 y v2 Proj Excavation Of Unsuitable Material 9000-0014 Dollar 44,000.000 $1.00 $44,000.00 01 y v2 Proj Sampling, Testing, And Disposal Of Contaminated Soil 9000-0015 Dollar 55,000.000 $1.00 $55,000.00 01 y v2 Proj Sampling, Testing, And Onsite Treatment Or Offsite Disposal Of Contaminated Water 9000-0016 Lump Sum 1.000 01 n v2 Proj Health And Safety Plan 9005-0500 Linear Foot 336.000 02 n u Std Mandatory Predrilling For Driven Piles 9005-0610 Linear Foot 46.000 02 n c2 Proj Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling

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 33 -	Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.