I-84 Mill/Fill Milford to Ny State Line

The project is SR 84 EB & WB (I-84), Section 441 located from Dingman Township to the New York state line in Matamoras Borough in Pike County, including Ramp SR 8010 and SR 8012 (all Ramps). This project involves bituminous roadway milling, bituminous resurfacing, 2’ undercuts in areas of settlement, base repairs, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package. Paving work will be done on I-84 in both short-term and long-term lane closures. Ramps will be paved by nighttime closures with detours to maintain traffic flow. 0203-0001 Cubic Yard 19.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 951.000 01 n c1 Class 1b Excavation 0212-0001 Linear Foot 80.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,498.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 80.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0624 Square Yard 862.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 5" Depth 0316-0637 Ton 200.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0109 Square Yard 862.000 01 n c, e Subbase 9" Depth (No. 2a) 0350-0120 Cubic Yard 418.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 110,000.000 $1.00 $110,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0195 Square Yard 73,568.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0397 Square Yard 29,532.000 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-e 0413-0427 Square Yard 1,496.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-1019 Ton 2,207.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1025 Ton 886.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0413-1030 Ton 8,636.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0413-2074 Ton 61.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6078 Square Yard 862.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 3" Depth 0413-6079 Ton 151.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 30,000.000 $1.00 $30,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0419-0007 Square Yard 287,887.000 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 0450-3310 Ton 250.000 01 n f1 Superpave Asphalt Mixture Design, Binder Course, Manual Patching, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 789,323.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 58,451.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 33.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 332,536.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 601.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 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 0612-0001 Linear Foot 80.000 01 n c1, h Subgrade Drains 0620-0500 Linear Foot 113.000 01 n j Reset Guide Rail 0627-3020 Linear Foot 2,400.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 7,200.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0660-0003 Linear Foot 180,880.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 12.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 115.000 01 n c1, h No. 1 Coarse Aggregate 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0203 Each 2.000 01 n q Arrow Panel 0901-0320 Linear Foot 183,416.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 12,498.000 01 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 240,220.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 12,834.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0937-0202 Each 80.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 80.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0213 Each 80.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/b) 0960-0232 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18' - 0" x 5' - 6" 0963-0004 Linear Foot 14,850.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 25,332.000 01 n o2, o3 6" Pavement Marking Removal 0964-0001 Linear Foot 91,066.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 92,155.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 7,193.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 2,035.000 01 n o 24" White Epoxy Pavement Markings 1999-9999 Hour 1,000.000 01 n z Std Trainees 9000-0010 Linear Foot 21,793.000 01 n o Std 6" Permanent Preformed Patterned Reflective Pavement Marking, White

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.