SR 3007 over I-70

The Scope Of Work Is The Replacement Of The Existing Structure Carrying s.r. 3007 (Fayette Street) Over i-70 Including Reconstruction Of The Approach Roadway Along s.r. 3007, Upgrades To The Drainage, Signing & Pavement Marking And Guide Rail In North Belle Vernon Borough, Westmoreland County. In Addition, The Existing Structure Carrying s.r. 0201 (Rostraver Road) Over i-70 Will Be Raised Approximately Eight (8) Inches To Improve The Vertical Clearance Over i-70 Including Replacing The Bridge Approach Slabs, Reconstructing The Roadway, Replacing The Concrete Curb, And Updating The Signing & Pavement Marking, Guide Rail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 3007, Section a10, In Westmoreland County North Belle Vernon Borough & Rostraver Township. The Sr 3007-a10 Project Begins At The Sr 3007(Fayette Street)/Sr 8016 Intersection (Segment 0032/0811) And Ends At The Sr 3007/Monongahela Street Intersection (Segment 0040/0209) In North Belle Vernon Borough, Westmoreland County. The Sr 0201-08m Project Begins At The Sr 0201/Sr 3003 (Pricedale Rd) Intersection (Segment 00020/1182 And Ends At The Monessen Southwestern Railroad Overpass (Segment 0035/0210) In Rostraver Township, Westmoreland County. 0201-0001 Lump Sum 1.000 08 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,059.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 136.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 172.000 02 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 58.000 01** n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 189.000 01 n Yes c1 Proj Selected Borrow Excavation , 206 Rock Sandstone 0212-0001 Linear Foot 2,589.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 73.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 6,626.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 5,000.000 $1.00 $5,000.00 08 y z Temporary Project Air Pollution Control 0313-0422 Square Yard 940.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0428 Square Yard 604.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0313-0430 Square Yard 121.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0431 Square Yard 1,162.000 05 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8 1/2" Depth 0313-0528 Square Yard 2,003.000 03 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 3,656.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 1,766.000 01** n c, e Subbase 8" Depth (No. 2a) 0413-0245 Square Yard 1,283.000 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 0413-0383 Square Yard 2,068.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0398 Square Yard 2,003.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6070 Square Yard 1,812.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6095 Square Yard 2,003.000 03 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 13,061.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 132.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 524.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 268.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 64.000 03 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0601-0352 Linear Foot 10.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill e 0601-0560 Linear Foot 107.000 03 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life o 0601-7511 Linear Foot 107.000 03 n h 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life e 0601-0775 Linear Foot 70.000 01 n h 24" Ductile Iron Pipe, 100 Year Design Life o 0601-7027 Linear Foot 70.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life 0601-5901 Linear Foot 721.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 4.000 01** n c1, h1 Cleaning Drainage Structures 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 1.000 03 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 2.000 01** n k Type 4 Inlet Box, Height < /= 10' 0605-5701 Set 3.000 03 n k Type c Concrete Top Unit, 4" Curb Height And Bicycle Safe Grate 0606-0150 Set 1.000 03 n c1, k Grade Adjustment Of Existing Manholes 0606-0161 Set 1.000 03 n c1, k Grade Adjustment Of Existing Gas Valves 0608-0001 Lump Sum 1.000 07 n x Mobilization 0609-0003 Lump Sum 1.000 08 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7002 Linear Foot 2,589.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 177.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 6.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 6.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0458 Each 2.000 03 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 0620-0010 Each 1.000 03 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 8.000 01** n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 4.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 1,280.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 3.000 03 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 513.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 13.000 03 n j Type 31-Sc Guide Rail 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 1,400.000 05** n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0010 Linear Foot 449.000 03 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0225 Linear Foot 433.000 03 n k Plain Concrete Mountable Curb, Type b 0660-0003 Linear Foot 167.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0675-0001 Cubic Yard 35.000 02 n c1 Random Stone Slope Wall 0680-0121 Square Yard 62.000 04 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0021 Lump Sum 1.000 03 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 08 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation 0696-0610 Each 4.000 05** n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0024 Cubic Yard 47.000 03 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 58.000 01** n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 1,182.000 01** n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 55.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 34.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 50.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 199.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 1,653.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 08 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0021 Square Yard 24.000 01 n c1 Rock, Class r-3 0850-0022 Square Yard 49.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 17.000 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 0860-0002 Each 5.000 03 n m2 Inlet Filter Bag For Type c Inlet 0860-0011 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0867-0018 Linear Foot 559.000 01** n m2 Compost Filter Sock, 18" Diameter 0867-0032 Linear Foot 456.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 4901-0001 Lump Sum 1.000 06 n Req q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 165.000 05** n q Additional Warning Lights, Type b 0901-0232 Day 165.000 05** n q Additional Warning Lights, Type c 0901-0240 Square Foot 600.000 05** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,460.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 407.000 05 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 615.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,418.000 05 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 224.000 05 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 50.000 05 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 8.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0910-0002 Each 2.000 03 n c1, p8 Junction Boxes j.b.-2 0910-4116 Linear Foot 888.000 03 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 89.000 03 n c1, p8 2" Direct Burial Conduit 0910-5175 Linear Foot 262.000 03 n c1, p8 2" Exposed Conduit 0910-5305 Linear Foot 20.000 03 n c1, p8 2" Watertight Flexible Galvanized Steel Conduit 0910-6000 Linear Foot 89.000 03 n c1, p8 Trench 0910-7020 Each 2.000 03 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 03 n p8 Testing Of Entire Lighting System 0931-0003 Square Foot 155.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 403.000 01** n r Post Mounted Signs, Type c 0934-0002 Square Foot 285.000 01** n r Post Mounted Signs, Type e 0935-0001 Square Foot 1,242.000 01** n r Post Mounted Signs, Type f 0936-0001 Square Foot 552.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 32.000 01** n r Structure Mounted Flat Sheet Aluminum Signs 0937-0076 Each 8.000 01** n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0106 Each 16.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 16.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0211 Each 8.000 01** n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0339 Each 5.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01** n r Reset Post Mounted Signs, Type f 0952-1020 Each 1.000 03 n p Nema Ts-1 Controller Assembly, Type 1 Mounting 0952-1021 Each 1.000 03 n p Nema Ts-1 Controller Assembly, Type 2 Mounting 0954-0302 Each 2.000 03 n p8 Junction Box, Jb-27 0955-3208 Each 2.000 03 n p Vehicular Signal Head, Three 12" Sections 0956-0001 Linear Foot 273.000 03 n p Detector Lead In Cable 4956-0101 Linear Foot 119.000 03 n Yes p8 Proj Loop Sensor , Preformed In Subbase 4956-0771 Each 2.000 03 n Yes p Proj Radar Detection System , With Extended Warranty 0956-0802 Each 2.000 03 n p Acoustic Preemption System 0958-0041 Each 1.000 06 n p, q Temporary Traffic Control Signals On Fixed Supports (4 Or More Approaches) 0958-0042 Each 1.000 06 n p, q Temporary Traffic Control Signals On Fixed Supports (4 Or More Approaches) 0958-0361 Each 1.000 06 n p, q Temporary Modifications To Existing Permanent Traffic Signal (4 Or More Approaches) 0958-0362 Each 1.000 06 n p, q Temporary Modifications To Existing Permanent Traffic Signal (4 Or More Approaches) 0962-1000 Linear Foot 690.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 6,110.000 01** n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 448.000 03 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,198.000 01** n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 983.000 01** n o 6" Yellow Waterborne Pavement Markings 0962-1061 Each 2.000 06 n o3 White Waterborne Pavement Legend, "Right Arrow", 12'-0" x 3'-0" 0962-1062 Each 3.000 05 n o3 White Waterborne Pavement Legend, "Left Arrow", 12'-0" x 3'-0" 0962-1063 Each 3.000 05 n o3 White Waterborne Pavement Legend, "Thru And Right Arrow", 20'-0" x 3'-7" 0963-0001 Square Foot 2,500.000 03** n o2, o3 Pavement Marking Removal 0963-0010 Each 10.000 03** n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 310.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 692.000 01** n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 540.000 03 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 190.000 01** n o 24" White Epoxy Pavement Markings 0964-0220 Each 1.000 03 n o3 White Epoxy Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0964-0224 Each 2.000 03 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0964-0231 Each 2.000 11 n o3 White Epoxy Legend, "Left And Right Arrow" , 12'-0" x 5'6" 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type c 0975-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type f 1001-1040 Cubic Yard 35.000 04 n s2 Accelerated Structural Concrete (Asc) 1001-1140 Cubic Yard 172.000 02 n k Class c Cement Concrete 1002-0052 Pound 4,274.000 04 n s7 Reinforcement Bars, Epoxy Coated 1003-0005 Each 24.000 04 n s2 Dowel Holes, 12" Depth 1003-0010 Each 184.000 04 n s2 Dowel Holes, 22" Depth 1018-0001 Lump Sum 1.000 02 n t1 Removal Of Existing Bridge 1018-0048 Lump Sum 1.000 04 n t1 Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 272.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0017 Linear Foot 86.000 04 n t6 Neoprene Strip Seal Dam, (4" Movement) 1050-0020 Pound 950.000 04 n t3 Fabricated Structural Steel 1050-0085 Each 12.000 04 n t5 Laminated Neoprene Bearing Pad 1050-0100 Dollar 25,000.000 $1.00 $25,000.00 04 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0201 Each 8.000 04 n s2, t3 Fabricated Structural Steel Repair 1 1050-0202 Each 1.000 04 n s2, t3 Fabricated Structural Steel Repair 2 1050-0203 Each 1.000 04 n s2, t3 Fabricated Structural Steel Repair 3 1071-0100 Lump Sum 1.000 04 n v Spot Painting Existing Structural Steel 1072-0100 Lump Sum 1.000 04 n v2 Containment 1072-0200 Lump Sum 1.000 04 n x Waste Management 1072-0300 Lump Sum 1.000 04 n v2 Worker Health And Safety 1999-0000 Hour 1,000.000 09 n z Std Trainees For Projects 100% State Funded e 8030-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-40335 a 1001-0970 Square Yard 642.000 02 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves a 1002-0053 Pound 197,578.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-1840 Linear Foot 1,641.000 02 n u Steel Hp14x89 Production Pile 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 9000-0001 Lump Sum 1.000 04 n s2 Proj Heat Straightening Repair 9000-0002 Lump Sum 1.000 04 n s2 Proj Jacking & Temporary Superstructure Support System 9000-0003 Each 10.000 04 n s2 Proj Expansion Bearing Replacement Bolster 9000-0004 Each 2.000 04 n s2 Proj Fixed Bearing Replacement Bolster e 9000-0005 Lump Sum 1.000 04 n s9 Proj Precast Bridge Approach Slab o 9000-0006 Lump Sum 1.000 04 n s9 Proj Cast-In-Place Approach Slab 9000-0007 Cubic Foot 20.000 04 n s2 Proj Repair Deteriorated Concrete 9000-0008 Lump Sum 1.000 04 n s2 Proj Underdeck Protective Shielding, s-39986 9000-0011 Lump Sum 1.000 02 n s2 Proj Underdeck Protective Shielding, s-40335 9000-0012 Linear Foot 1,526.000 02 n c6, u1 Proj Mandatory Pre-Drilling For Piles 9000-0013 Linear Foot 187.000 02 n u1 Proj Permanent Casing 9000-0100 Each 1.000 01 n m2 Proj Temporary Pump Bypass System 9000-0300 Each 2.000 03 n p8 Proj 70-Watt Led Underpass Luminaire 9000-0301 Each 2.000 03 n Zz Proj Removal And Disposal Of Existing Luminaire 9000-0401 Dollar 40,000.000 $1.00 $40,000.00 05** y q Proj Repair Temporary Impact Attenuating Device 9000-0402 Dollar 30,000.000 $1.00 $30,000.00 05 y x Proj Incident Management Plan 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System 9694-0002 Lump Sum 1.000 03 n k Proj Design Of Concrete Curb Ramps 9694-0010 Each 5.000 03 n k Proj Construct Concrete Curb Ramps

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.