I-80 from Reichart Rd to SR 11

Milling, resurfacing with Superpave Asphalt mixture design base, binder, leveling, and wearing courses, Stone Matrix Asphalt mixture design wearing course, structure preservation work on eight structures including membrane waterproofing, protective coating for reinforced concrete surfaces, concrete bridge deck repairs, epoxy based surface treatment, repair of deteriorated concrete, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 80, Section 189, in Hemlock, Scott, South Centre, And Mount Pleasant Townships, and the Town Of Bloomsburg, all in COLUMBIA COUNTY, East Bound from approximately 0.8 miles west of the Interchange with S.R. 42 at Segment 2310 Offset 1330 to the interchange with S.R. 11 at Segment 2404 Offset 1964, and West Bound from approximately 1.0 mile east of the Interchange with S.R. 42 at Segment 2331 Offset 0480 to the interchange with S.R. 11 at Segment 2405 Offset 1710. 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 Std Clearing And Grubbing 203-0001 Cubic Yard 1.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 218.000 01 n Yes c1 Proj Class 1a Excavation (Includes No. 1 Coarse Aggregate) 203-0004 Cubic Yard 1,988.000 01 n c1 Class 1b Excavation 203-0006 Linear Foot 2,932.000 01 n g4 Saw Cutting 204-0001 Cubic Yard 8.000 01 n c1, h Class 2 Excavation 204-0010 Linear Foot 60.000 25 n c1, h Cleaning Existing Ditches Excavation 204-0100 Cubic Yard 240.000 02** n c1, s1, t1 Class 3 Excavation 205-0100 Cubic Yard 165.000 01 n c1 Foreign Borrow Excavation 205-0285 Cubic Yard 35.000 02** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 205-0290 Cubic Yard 195.000 02** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 4205-0364 Ton 40.000 01** n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 212-0001 Linear Foot 185.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 3,374.000 01** n c3, h, m2 Geotextile, Class 4, Type a 212-0016 Square Yard 1,810.000 01** n c3, h, m2 Geotextile, Class 4, Type c 220-0010 Cubic Yard 2.000 05 n k1 Flowable Backfill, Type b 313-0633 Square Yard 1,142.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 9 1/2" Depth 313-0637 Ton 1,117.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 350-0108 Square Yard 2,193.000 01 n c, e Subbase 8" Depth (No. 2a) 350-0121 Ton 406.000 01 n c, e Subbase (No. 2a) 404-0012 Dollar 67,800.000 $1.00 $67,800.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 405-0001 Dollar 70,000.000 $1.00 $70,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0487 Ton 608.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-e 413-6084 Square Yard 1,142.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, >/= 30 Million Esals, 25.0 Mm Mix, 4" Depth 413-6089 Ton 3,316.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, >/= 30 Million Esals, 19.0 Mm Mix 419-0000 Predetermined Amt 1.000 $25,000.00 $25,000.00 01 y f Demonstration Placement 419-0007 Square Yard 238,765.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, 1 1/2" Depth, Srl-e 419-0010 Ton 468.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, Srl-e 460-0004 Gallon 74,389.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 491-0021 Square Yard 170,426.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 491-0032 Square Yard 6,669.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 491-0034 Square Yard 175.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 491-0041 Square Yard 64,400.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 513-0002 Linear Foot 1,014.000 01 n g1, g4 Joint Rehabilitation, Type 2 515-0001 Linear Foot 28,718.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 4515-0001 Linear Foot 654.000 02** n Yes g1, g4 Std Sawing And Sealing Of Asphalt Overlays (Adjacent To Bridge Decks) 516-1010 Square Yard 187.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 516-1110 Square Yard 157.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 516-1210 Square Yard 387.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 516-2007 Linear Foot 350.000 01 n g1, g4 Patching Joint 516-2008 Linear Foot 176.000 01 n g1, g4 New Pavement Joint 516-2021 Cubic Yard 17.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 519-0001 Linear Foot 162.000 01 n g4 519-0002 Linear Foot 15.000 01 n g4 519-1010 Square Yard 67.000 01 n g4 Full-Depth Longitudinal Concrete Joint Repair, Perpendicular Joints, 10" Depth 591-0001 Square Yard 483.000 01 n f3 Milling Of Cement Concrete Pavement Surface 601-5901 Linear Foot 80.000 25 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 605-1300 Each 34.000 25 n c1, h1 Cleaning Drainage Structures 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0009 Lump Sum 1.000 10 n x Std Equipment Package 610-0103 Linear Foot 72.000 01 n h2 8" Pipe Underdrain, Type i Backfill, Including Shoulder Restoration 610-7102 Linear Foot 55.000 01 n h2 6" Pavement Base Drain, Including Shoulder Restoration 615-0022 Linear Foot 10.000 01 n h2 6" Subsurface Drain Outlets 615-0023 Linear Foot 48.000 01 n h2 8" Subsurface Drain Outlets 615-0040 Each 7.000 01 n h2 Subsurface Drain Outlet Endwall 620-0402 Each 3.000 01 n j Terminal Section, Bridge Connection 620-0500 Linear Foot 200.000 01 n j Reset Guide Rail 620-0503 Linear Foot 450.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0548 Each 54.000 01 n j Guide Rail Posts 620-1600 Linear Foot 400.000 01 n j Type 31-s Guide Rail 620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 627-3019 Linear Foot 972.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 628-3019 Linear Foot 3,528.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 660-0005 Linear Foot 106,235.000 01 n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 4673-0001 Square Yard 4.000 04 n Yes k1, s4 Proj Precast Cement Concrete Block Slope Wall (Remove And Replace) 680-0121 Square Yard 62.000 02** n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 690-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y x Internal Facilitation 696-0660 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type Vi, Test Level 3 697-0660 Each 11.000 01 n j1 Reset Temporary Impact Attenuating Device, Type Vi, Test Level 3 802-0003 Square Yard 2,335.000 01 n c1, m Topsoil Furnished And Placed 804-0014 Pound 7.000 01 n m3 Seeding - Formula e 804-0020 Pound 112.000 01 n m3 Seeding And Soil Supplements - Formula l 805-0022 Ton 2.000 01 n m3 Mulching - Straw 805-0050 Square Yard 854.000 01 n m3 Mulch Control Netting 855-0003 Each 9.000 01 n m2 Pumped Water Filter Bag 867-0012 Linear Foot 2,739.000 01 n m2 Compost Filter Sock, 12" Diameter 901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 901-0120 Each 2.000 01 n q Speed Display Sign 901-0270 Each 26.000 01 n q Sequential Warning Lights 901-0320 Linear Foot 141,012.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 901-0330 Linear Foot 144,032.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 901-0331 Linear Foot 33,650.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 901-0332 Linear Foot 1,398.000 01 n o 8" Standard Pavement Markings, Paint & Beads, White 901-0460 Each 6.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 4930-0004 Square Foot 336.000 01 n Yes r Std Post Mounted Signs, Type a (Includes Material Restriction) 930-0101 Pound 2,470.000 01 n r Steel s Or w Beam Posts 930-0110 Each 4.000 01 n r Breakaway System Replacement 931-0001 Square Foot 129.000 01 n r Post Mounted Signs, Type b 932-0001 Square Foot 243.000 01 n r Post Mounted Signs, Type c 934-0002 Square Foot 138.000 01 n r Post Mounted Signs, Type e 935-0001 Square Foot 62.000 01 n r Post Mounted Signs, Type f 4935-0001 Square Foot 780.000 01 n Yes r Proj Post Mounted Signs, Type f (Includes Material Restriction) 936-0001 Square Foot 1,238.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 962-1000 Linear Foot 54,910.000 01 n o 4" White Waterborne Pavement Markings 962-1001 Linear Foot 2,731.000 01 n o 6" White Waterborne Pavement Markings 962-1002 Linear Foot 3,688.000 01 n o 8" White Waterborne Pavement Markings 962-1005 Linear Foot 54,307.000 01 n o 4" Yellow Waterborne Pavement Markings 963-0004 Linear Foot 72,722.000 01 n o2, o3 4" Pavement Marking Removal 963-0006 Linear Foot 3,058.000 01 n o2, o3 6" Pavement Marking Removal 963-0008 Linear Foot 198.000 01 n o2, o3 8" Pavement Marking Removal 964-0021 Linear Foot 331.000 01 n o 24" White Epoxy Pavement Markings 964-0025 Linear Foot 224.000 01 n o 12" White Epoxy Transverse Pavement Markings 966-0300 Each 851.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 972-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type c 1001-0223 Pound 409.000 03** n s7 6x6 Epoxy Coated Steel Wwf w4 x w4 1001-0611 Linear Foot 191.000 02** n t7 6" Structure Foundation Drain 5001-0611 Linear Foot 115.000 02** n Yes t7 Std 6" Structure Foundation Drain (Outlet Pvc Pipe, Schedule 40) 1002-0053 Pound 137.000 05 n s7 Reinforcement Bars, Epoxy Coated 1018-0051 Lump Sum 1.000 03 n t1 Std Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 04 n t1 Std 1018-0053 Lump Sum 1.000 05 n t1 Std 1018-0055 Lump Sum 1.000 07 n t1 Std 1018-0056 Lump Sum 1.000 08 n t1 Std 1018-0057 Lump Sum 1.000 09 n t1 Std 1019-0020 Square Yard 550.000 06 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5019-0040 Square Yard 79.000 03** n Yes k2 Std Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) (100% Silane) 1040-0120 Square Foot 3,488.000 02** n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1041-0010 Square Yard 913.000 07** n f3, s2 Scarification, 1/4" Depth 5046-0015 Square Yard 4,412.000 07** n Yes k2 Std Epoxy Overlay (Bauxite, 3 Layers) 1091-0331 Linear Foot 132.000 06 n k1 Epoxy Injection Crack Seal 1999-9999 Hour 1,000.000 15 n z Std Trainees 9000-0001 Cubic Yard 19.000 03** n s2 Proj Self-Consolidating Cement Concrete 9000-0002 Square Foot 68.000 02** n s2 Proj Repair Deteriorated Concrete Jacket 9000-0004 Dollar 5,000.000 $1.00 $5,000.00 01 y e, f Proj Detour Route Repairs 9000-0009 Lump Sum 1.000 01 n h Proj Temporary Drainage Outlet 9000-0010 Ton 572.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-l 9000-0011 Cubic Yard 5.000 01 n h Proj Plug Existing Pipe To Be Abandoned 9000-0012 Each 17.000 01 n k Proj Inlet Grate Oversized Structural Steel 9000-0013 Ton 11,008.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-l 9000-0014 Lump Sum 1.000 01 n x Proj Construction Surveying For Shoulder Rounding 9000-0015 Linear Foot 12,454.000 01 n o2, o3 Std 6" White Preformed Wet Reflective Striping Tape 9000-0304 Each 746.000 03** n s2 Std Adhesive Anchor, No. 4 Bar 9000-0313 Linear Foot 240.000 07** n t5 Proj Neoprene Strip Seal Dam, (2" Movement) (Replace Existing Gland With Specified Material) 9000-0352 Square Foot 6,566.000 02** n s2 Proj Frp Repair Of Concrete Surfaces 9000-0390 Each 2.000 01 n q Proj Advanced Queue Detection System 9000-0491 Square Yard 9,138.000 01 n f3 Std Milling Of Asphalt Pavement Surface, 4 3/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 9000-0680 Square Yard 2,197.000 02** n k2, s2 Std Elastomer Waterproofing Membrane On Bridge Decks 9000-0911 Dollar 10,000.000 $1.00 $10,000.00 01 y q Std Incident Management Plan 9000-1040 Square Foot 151.000 02** n s2 Proj Repair Deteriorated Concrete (Self-Consolidating Cement Concrete) 9000-1339 Square Yard 5,631.000 02** n f3 Std Scarification (To Remove Existing Epoxy Overlay) 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.