I-80 MM27 to MM34 - 8

For milling and resurfacing with Superpave Asphalt Mixtures and Stone Matrix Asphalt Mixtures as well as other miscellaneous construction for guiderail, drainage, delineation, pavement markings, signing, and sawing & sealing, as indicated on the approved drawings included in the bid package for State Route 0080, Section a11 In Venango County, Irwin And Clinton Townships And Barkeyville And Clintonville Boroughs from approximately 400 feet east of the Mercer Co/Venango Co LIne at Segment 0276 Offset 0677 to approximately 400 feet east of the Clintonville Borough/Clinton Township Line at Segment 0341 Offset 1630. 0203-0001 Cubic Yard 3,605.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 242.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 3,055.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0200 Cubic Yard 26.000 01 n c1 Selected Borrow Excavation 0205-0264 Cubic Yard 153.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0265 Cubic Yard 35.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0266 Cubic Yard 10.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0267 Cubic Yard 20.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0281 Cubic Yard 327.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 1,190.000 01 n c3, h, m2 Geotextile, Class 1 0212-0016 Square Yard 6,583.000 01 n c3, h, m2 Geotextile, Class 4, Type c 4313-0526 Square Yard 152.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 6" Depth Includes Excavation 0313-0530 Square Yard 2,646.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 8" Depth 4316-0537 Ton 22.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix Pipe Trench 0350-0106 Square Yard 4,631.000 01 n c, e Subbase 6" Depth (No. 2a) 4350-0108 Square Yard 2,660.000 01 n Yes c, e Proj Subbase 8" Depth (No. 2a) Includes Excavation 0360-0001 Square Yard 3,901.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth 4405-0001 Dollar 90,000.000 $1.00 $90,000.00 01 y Yes x Proj Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive With Revised l 0413-0398 Square Yard 14,466.000 01 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 0413-1029 Ton 2,447.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-3288 Square Yard 81,427.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-6095 Square Yard 3,901.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0419-0007 Square Yard 187,397.000 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 0460-0001 Square Yard 631,108.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 32,996.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 46,759.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 231,906.000 01 n f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0039 Square Yard 32,996.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) Shoulder Backup 0501-0032 Square Yard 2,049.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0515-0001 Linear Foot 54,895.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1010 Square Yard 2,236.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-1110 Square Yard 642.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-1210 Square Yard 314.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 0516-2007 Linear Foot 5,634.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 604.000 01 n g1, g4 New Pavement Joint e 0601-0353 Linear Foot 408.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-0009 Each 5.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-7313 Linear Foot 408.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 5.000 01 n h Concrete End Sections For 18" Pipe o 0601-9003 Linear Foot 408.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 5.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-0353 Linear Foot 200.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 200.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9003 Linear Foot 200.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0355 Linear Foot 96.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-0011 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe o 0601-7326 Linear Foot 96.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 3.000 01 n h Concrete End Sections For 24" Pipe o 0601-9005 Linear Foot 96.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0011 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe e 0601-0357 Linear Foot 56.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-0013 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe o 0601-7340 Linear Foot 56.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1206 Each 2.000 01 n h Concrete End Sections For 30" Pipe o 0601-9007 Linear Foot 56.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0013 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe e 0601-0357 Linear Foot 200.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7340 Linear Foot 200.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-9007 Linear Foot 200.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0357 Linear Foot 352.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7340 Linear Foot 352.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-9007 Linear Foot 352.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 9000-0014 Linear Foot 352.000 01 n h Proj Cured In Place Liner For 30" Pipe e 0601-0360 Linear Foot 12.000 01 n h 42" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-0016 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 42" Pipe o 0601-7363 Linear Foot 12.000 01 n h 42" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1209 Each 1.000 01 n h Concrete End Sections For 42" Pipe o 0601-9010 Linear Foot 12.000 01 n h 42" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0016 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 42" Pipe 0601-5401 Linear Foot 292.000 01 n h Relaid Pipe Culvert 0601-5431 Cubic Yard 3.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 4601-5431 Cubic Yard 41.000 01 n Yes h, k1 Proj Class c Cement Concrete For Miscellaneous Drainage Includes Geotextile 0601-5901 Linear Foot 1,349.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 230.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0601-7313 Linear Foot 32.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-7327 Linear Foot 8.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-7341 Linear Foot 4.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-7354 Linear Foot 12.000 01 n h 36" Reinforced Concrete Pipe, Type b, 10` - 3` Fill 0601-7371 Linear Foot 4.000 01 n h 48" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0605-1300 Each 9.000 01 n c1, h1 Cleaning Drainage Structures 0605-2620 Each 4.000 01 n k Type d-w Endwall 4605-2700 Each 116.000 01 n Yes k Proj Inlet Grate Oversized 4605-2730 Set 3.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 4605-4011 Each 11.000 01 n Req c1, h Std Remove Existing Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7001 Linear Foot 1,190.000 01 n h2 4" Pavement Base Drain 4610-7001 Linear Foot 298.000 01 n Yes h2 Proj 4" Pavement Base Drain Undercut 0615-0021 Linear Foot 75.000 01 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 25.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 5.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 5.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0616-1204 Each 3.000 01 n h Concrete End Sections For 24" Pipe 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0619-0459 Each 25.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 2.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Reset 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 35,008.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 1,450.000 01 n j Guide Rail Element 0620-0873 Each 11.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 11.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 29,263.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 4,188.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1602 Linear Foot 1,450.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 275.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 32.000 01 n j Type 31-Strong Post Anchor Terminal 0623-0052 Linear Foot 180.000 01 n j1 Single Face Concrete Barrier 0623-0122 Each 5.000 01 n j1 End Transition, Single Face Concrete Barrier 0627-3020 Linear Foot 1,600.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 1,185.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0657-0001 Square Yard 32,272.000 01 n e, f Paved Shoulders, Type 7 4658-0003 Square Yard 1,852.000 01 n Yes g Proj Concrete Shoulders,Type 2 Full Depth 0660-0005 Linear Foot 148,261.000 01 n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 1.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 1.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 4.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 41.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0101 Square Yard 329.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1b 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 3.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 3,518.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0102 Each 2.000 01 n q Shadow Vehicle 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0203 Each 2.000 01 n q Arrow Panel 0901-0231 Day 40.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 8.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0930-0004 Square Foot 2,190.000 01 n r Post Mounted Signs, Type a 0931-0003 Square Foot 431.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0934-0002 Square Foot 188.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 496.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 165.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 84.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0105 Each 226.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 446.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0203 Each 3.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0205 Each 3.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 0937-0324 Each 11.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 0937-0330 Each 317.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 36.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 Each 286.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 117.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 95.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0941-0001 Each 10.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 17.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 237,712.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 35,678.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 24,000.000 01 n o 8" White Waterborne Pavement Markings 0962-1004 Linear Foot 101.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 236,109.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 3,070.000 01 n o2, o3 4" Pavement Marking Removal 0964-0021 Linear Foot 1,452.000 01 n o 24" White Epoxy Pavement Markings 0964-0230 Each 4.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23`-0" 0966-0014 Each 16.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 78.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 79.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 859.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001 Each 8.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type f 1999-9999 Hour 1,000.000 01 n z Std Trainees 9000-0001 Each 30.000 01 n k Std Leafless Grate 9000-0002 Ton 6,536.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64e-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-l 9000-0003 Ton 1,210.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64s-22, >/= 30 Million Esals, 19.0 Mm Mix 9000-0004 Ton 100.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64s-22, >/= 30 Million Esals, 19.0 Mm Mix, Transverse Partial 9000-0005 Ton 10.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64s-22, >/= 30 Million Esals, 19.0 Mm Mix, Transverse Joint 9000-0006 Ton 12.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64s-22, >/= 30 Million Esals, 19.0 Mm Mix, Longitudinal Joint 9000-0007 Each 1.000 01 n k Proj Reset And Repin Grate 9000-0008 Linear Foot 168.000 01 n h Proj Cured In Place Liner For 21" Pipe 9000-0009 Linear Foot 180.000 01 n j1 Proj Removal Of Existing Concrete Barrier 9000-0010 Linear Foot 62,559.000 01 n f2 Proj Longitudinal Joint Sealant, Polymer Modified 9000-0011 Each 1.000 01 n k Proj Temporary Inlet Cap 9000-0012 Each 1.000 01 n c1, h Proj Slope Pipe Removal 9000-0013 Ton 395.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 9000-0812 Linear Foot 17,839.000 01 n o Proj 6" Recessed White Reflective Pavement Marking Tape 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Wma Material 9000-6000 Each 2.000 01 n q, r Std Covid-19 Safety Plan Sign

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.