I-180 from SR 54 to SR 147

The description and location of the project are as follows: For Resurfacing, Bridge Replacement and Bridge Preservation including excavation, selected borrow excavation, superpave asphalt mixture design base, binder, scratch, and wearing courses, stone matrix asphalt mixture design wearing course, subbase, milling, drainage, guide rail, right-of-way fence, rumble strips, precast cement concrete block slope wall, pavement markings, signs, epoxy coated steel WWF, reinforcement bars, removal of existing bridge, removal of portion of existing bridge, protective coating for reinforced concrete surfaces, concrete bridge deck repair, epoxy overlay, neoprene strip seal gland replacement, construction of a two span prestressed concrete PA bulb-tee beam bridge or an approved equal over State Route 180, mechanically stabilized abutment or wingwall or approved equal, self-consolidating cement concrete, repair deteriorated concrete jacket, temporary access road, jacking bridge superstructure, adhesive anchor, neoprene strip seal dam replacement, FRP repair of concrete surfaces, elastomer waterproofing membrane on bridge decks, repair deteriorated concrete, asphaltic plug expansion system, removal of existing piles, UV activated cured in place liner, and other related work within an overall length of 57,267 linear feet (10.84 miles) all as indicated on the approved drawings included in the bid package for STATE ROUTE 180, SECTION 117 from approximately 6.96 miles south of the intersection with State Route 405 at Segment 0540 Offset 2607 (Eastbound)/ Segment 0545 Offset 0850 (Westbound) and approximately 2.05 miles north of the intersection with State Route 254 at Segment 0594 Offset 2686 (Eastbound)/ Segment 0595 Offset 2707 (Westbound) in Delaware Township And Turbot Township, Northumberland County And State Route 254, Section 057 from approximately 1.05 miles east of the intersection with State Route 405 at Segment 0060 Offset 0069 and approximately 2.11 miles west of the intersection with State Route 80 at Segment 0060 Offset 0575 in Turbot Township, Northumberland County. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,174.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 236.000 01 n c1 Class 1b Excavation 4205-0364 Ton 24.000 04** n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 0212-0014 Square Yard 12,003.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 4,275.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0337 Ton 196.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 4,786.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 790.000 01 n c, e Subbase (No. 2a) 0404-0012 Dollar 106,800.000 $1.00 $106,800.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 35,000.000 $1.00 $35,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0205 Ton 6,278.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0246 Square Yard 13,783.000 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-g 0413-1024 Ton 442.000 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 0413-1034 Ton 8,400.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 4,275.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 120,000.000 $1.00 $120,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0419-0010 Ton 16,822.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, Srl-e 0460-0004 Gallon 53,661.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 4,127.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 46,805.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 753.000 01 n f3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0041 Square Yard 192,406.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) e 0601-0313 Linear Foot 249.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7313 Linear Foot 249.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9033 Linear Foot 249.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0601-5901 Linear Foot 320.000 21 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2854 Each 2.000 01 n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01** n x Mobilization 0619-0459 Each 22.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 4620-0010 Each 14.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement Modified (Connect To Existing Structure) 0620-0400 Each 12.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 200.000 21 n j Reset Guide Rail 0620-0503 Linear Foot 13,973.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 10,038.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 500.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 75.000 01 n j Type 31-Scc Guide Rail 0620-1640 Linear Foot 2,575.000 01 n j Type 31-Sm Guide Rail 0620-1645 Linear Foot 75.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 12.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0624-0100 Linear Foot 19,569.000 01 n j2 Right-Of-Way Fence, Type 2 0624-0501 Each 16.000 01 n j2 Pull Posts For Type 2 Right-Of-Way Fence 0624-0601 Each 57.000 01 n j2 Line Posts For Type 2 Right-Of-Way Fence 0627-3050 Linear Foot 1,599.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0660-0003 Linear Foot 117,976.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 4673-0001 Square Yard 55.000 04** n Yes k1, s4 Proj Precast Cement Concrete Block Slope Wall (Remove And Replace) 0686-0040 Lump Sum 1.000 01 n x Proj Construction Surveying, Type c 0686-0050 Lump Sum 1.000 01 n x Proj Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01** n x Cpm Schedule, With Updates 0690-0001 Dollar 10,000.000 $1.00 $10,000.00 01** y x Internal Facilitation 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0001 Pound 6.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 1,288.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 65.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 2,617.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4810-0052 Each 10.000 01 n Yes a, m1 Std Selective Tree Removal (Includes Seeding And Mulching) 0849-0010 Each 7.000 01 n c1 Rock Construction Entrance 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 2,234.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 2,005.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 21 n q Std Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0231 Day 10.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 10.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 400.000 01 n q, r Additional Traffic Control Signs 0901-0270 Each 82.000 01 n q Proj Sequential Warning Lights 0901-0320 Linear Foot 114,349.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 50,227.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0340 Linear Foot 2,844.000 01 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0350 Linear Foot 1,422.000 01 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 24.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 16.000 01 n r Post Mounted Signs, Type c 0936-0010 Square Foot 2,044.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0937-0105 Each 54.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 44.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0117 Each 60.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118 Each 62.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0121 Each 100.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/r) 0937-0122 Each 62.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0937-0323 Each 27.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0324 Each 25.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 0937-0331 Each 17.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0332 Each 215.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 77.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0335 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0941-0001 Each 10.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type f 0963-0004 Linear Foot 168,608.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 14,596.000 01 n o2, o3 6" Pavement Marking Removal 0964-0001 Linear Foot 133,482.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 135,530.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 29,168.000 01 n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 20,302.000 01 n o 8" White Epoxy Pavement Markings 0964-0011 Linear Foot 448.000 01 n o 12" White Epoxy Pavement Markings 0964-0230 Each 2.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23`-0" 0966-0300 Each 937.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type c 1001-0223 Pound 3,851.000 02** n s7 6x6 Epoxy Coated Steel Wwf w4 x w4 1002-0053 Pound 2,038.000 02** n s7 Reinforcement Bars, Epoxy Coated 1018-0001 Lump Sum 1.000 06 n t1 Std Removal Of Existing Bridge 1018-0050 Lump Sum 1.000 05 n t1 Std Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 04 n t1 Std Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 03 n t1 Std Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 1,597.000 02** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5019-0040 Square Yard 424.000 02** n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) (100% Silane) 5019-0050 Square Yard 2,171.000 02** n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) (100% Silane) 5040-0002 Square Foot 136.000 03 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Setting Concrete) 5040-0003 Square Foot 34.000 03 n Yes s9 Std Concrete Bridge Deck Repair, Type 3 (Rapid Setting Concrete) 5046-0010 Square Yard 3,746.000 02** n Yes k2 Std Epoxy Overlay (Bauxite) 5090-1017 Linear Foot 416.000 04** n Yes t5 Std Neoprene Strip Seal Gland Replacement (3" Movement) 1999-9999 Hour 2,000.000 07 n z Std Trainees e 8030-0001 Lump Sum 1.000 06 n Yes s Std Bridge Structure, As Designed, s-38792 a 1002-0001 Pound 19,069.000 06 n s7 Reinforcement Bars a 1002-0053 Pound 121,375.000 06 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 243.000 06 n s7 Stainless Steel Reinforcement Bars a 1005-1850 Linear Foot 863.000 06 n u Steel Hp14x117 Production Pile a 1005-2050 Each 27.000 06 n u Steel Hp14x117 Pile Tip Reinforcement (Heavy Duty) o 8000-0001 Lump Sum 1.000 06 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 06 n t Std Steel Bridge Structure e 8641-0001 Lump Sum 1.000 06 n Yes s5 Std Mechanically Stabilized Abutment Or Wingwall, As Designed, s-38792p o 8640-0001 Lump Sum 1.000 06 n s5 Std Prefabricated Abutment Or Wingwall o 8642-0001 Lump Sum 1.000 06 n s5 Std Precast Modular Abutment Or Wingwall 9000-0001 Cubic Yard 134.000 02** n s2 Proj Self-Consolidating Cement Concrete 9000-0002 Cubic Yard 323.000 06 n c1 Proj Over-Excavation And Backfill 9000-0004 Each 2.000 01 n m2 Proj Compost Filter Sock Sediment Trap 9000-0005 Square Foot 62.000 04** n s2 Proj Repair Deteriorated Concrete Jacket 9000-0006 Lump Sum 1.000 01 n c1, c3, h Proj Temporary Access Road (Sr 1006 Access Road #1) 9000-0007 Lump Sum 1.000 01 n c1, c3, h Proj Temporary Access Road (Sr 1006 Access Road #2) 9000-0008 Lump Sum 1.000 01 n c1, c3, h Proj Temporary Access Road (Sr 1006 Access Road #3) 9000-0009 Lump Sum 1.000 01 n c1, c3, h Proj Temporary Access Road (Norfolk Southern/Sr 44 Access Road) 9000-0010 Lump Sum 1.000 05 n s2 Std Jacking Bridge Superstructure 9000-0011 Lump Sum 1.000 01 n p Proj Cavc 842 Warrior Run, Northumberland County 9000-0012 Linear Foot 486.000 01 n j2 Proj Fill In Gap Under Right-Of-Way Fence <= 1 Ft 9000-0013 Each 1.000 01 n k Proj Modify Existing Inlet 9000-0014 Linear Foot 436.000 01 n j2 Proj Fill In Gap Under Right-Of-Way Fence > 1 Ft 9000-0101 Linear Foot 77.000 06 n u Proj Removal Of Existing Piles 9000-0304 Each 4,024.000 02** n s2 Std Adhesive Anchor, No. 4 Bar 9000-0315 Linear Foot 174.000 02** n t5 Proj Neoprene Strip Seal Dam, (3" Movement) (Replace Existing Gland With Specified Material) 9000-0352 Square Foot 3,959.000 04** n s2 Proj Frp Repair Of Concrete Surfaces 9000-0380 Linear Foot 390.000 02** n k1, s2 Std Modified Deflection Joint And Open Joint Caulking 9000-0500 Each 10.000 02** n t7 Proj Remove And Reset Downspout 9000-0680 Square Yard 756.000 03 n k2, s2 Std Elastomer Waterproofing Membrane On Bridge Decks 9000-1040 Square Foot 294.000 02** n s2 Proj Repair Deteriorated Concrete (Self-Consolidating Cement Concrete) 9000-1090 Linear Foot 82.000 03 n t6 Std Asphaltic Plug Expansion Dam System, 3" Depth, Asphalt Overlay 9000-3019 Each 6.000 31 n x Std Covid-19 Safety Plan Sign 9000-9000 Linear Foot 320.000 21 n h, h1 Proj Uv Activated Cured In Place Liner, For Pipes Up To And Including 36" Diameter

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, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Bridges.