SR 68 Evans City East Resurfacing

Resurfacing to include milling of existing bituminous wearing courses, bituminous patching, paving, leveling, binder, and wearing courses and minor drainage and guide rail and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 68, section 204, in butler county, butler city, connoquenessing and butler townships for approximately 4.53 miles from segment 0340 offset 0900 to segment 0510 offset 0000. also for state route 356, section 204, in butler county, butler township for approximately 1.58 miles from segment 0450 offset 0000 to segment 0480 offset 0000 including the hannahstown pipe on sr 356 at segment 0250 offset 0091 in jefferson township. 0203-0003 Cubic Yard 10.000 01 n c1 Class 1a Excavation 4203-0004 Cubic Yard 152.000 01 n Yes c1 Proj Class 1b Excavation For Longitudinal Patching 0204-0001 Cubic Yard 450.000 03 n c1, h Class 2 Excavation 0205-0363 Ton 100.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 150.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 5.000 03 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0367 Ton 300.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0212-0016 Square Yard 1,106.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0010 Cubic Yard 40.000 03 n k1 Flowable Backfill, Type b 0311-0437 Ton 12.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 6.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0492 Ton 6,207.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0992 Ton 4,924.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-1495 Ton 4,144.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1995 Ton 3,283.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0460-0004 Gallon 8,787.000 02 n f4 Bituminous Tack Coat (Ntt/Cntt) 4467-0001 Square Yard 123,756.000 01** n Yes f2 Proj Heavy Duty Membranes Modified 0491-0014 Square Yard 123,756.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0601-2865 Linear Foot 60.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 4601-7014 Linear Foot 235.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Modified 4601-7308 Linear Foot 8.000 01 n Yes h Proj 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Modified 4604-0313 Linear Foot 600.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Ip, 15`-1.5` Fill Modified 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0610-0000 Linear Foot 10.000 01 n h2 Pipe Underdrain, Type i Backfill 4618-0024 Each 2.000 01 n Yes h Proj Concrete Collar For 24" Pipe Extension Including Grout 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 113.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 125.000 01 n j Type 31-s Guide Rail 0630-0010 Linear Foot 115.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 4.000 01 n Yes k Proj Cement Concrete Sidewalk Includes Excavation 0677-0002 Ton 20.000 01 n c1, e Selected Material Surfacing 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 4695-0002 Square Foot 36.000 01 n Yes k Proj Detectable Warning Surface, Cast Iron Includes Excavation/Replacement Of Concrete 0802-0003 Square Yard 15.000 01 n c1, m Topsoil Furnished And Placed 0804-0006 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0021 Pound 20.000 03 n m3 Seeding And Soil Supplements - Formula w 0811-0003 Linear Foot 320.000 03 n j2, m Temporary Protective Fence 0849-0010 Each 1.000 03 n c1 Rock Construction Entrance 0867-0012 Linear Foot 500.000 03 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 146,600.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 125,200.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 10,500.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 1,505.000 02 n o 24" Standard Pavement Markings, Paint & Beads, White 0954-0011 Linear Foot 593.000 01 n p8 1 Inch Conduit 0954-0152 Linear Foot 593.000 01 n c1, p8 Trench And Backfill, Type Ii 0956-0101 Linear Foot 7,235.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 93,200.000 01 n o 4" White Waterborne Pavement Markings 4962-1000 Linear Foot 16,000.000 01 n Yes o Proj 4" White Waterborne Pavement Markings Modified 0962-1001 Linear Foot 2,500.000 01 n o 6" White Waterborne Pavement Markings 4962-1001 Linear Foot 4,000.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 0962-1005 Linear Foot 102,600.000 01 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 22,000.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0962-1061 Each 14.000 01 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 106.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0964-0001 Linear Foot 16,000.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 22,000.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 4,000.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 1,272.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 220.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0115 Each 2.000 01 n o3 White Epoxy Legend, "Pa" , 8`-0" 0964-0224 Each 85.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0965-0005 Linear Foot 700.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 9000-0411 Linear Foot 75.000 01 n f Proj Bituminous (Wma) Patch Drain 9000-1674 Dollar 33,860.000 $1.00 $33,860.00 01 y f Proj Superpave Pwt Incentive 9000-6000 Each 3.000 01 n x Std Design Of Cement Concrete Curb Ramps (By Quadrant) 9000-6012 Each 3.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9201-0001 Lump Sum 1.000 01 n a Proj Clearing And Grubbing - Access To Perform Work 9203-0004 Cubic Yard 60.000 01 n c1 Proj Class 1b Excavation For Transverse Patching 9204-0001 Each 4.000 01 n c1 Proj Test Pits For Underground Utilities 9311-9001 Ton 304.000 01 n f1 Proj Warm Mix Asphalt (Wma) Base For Longitudinal Patching, Pg 64-22, 0.3 To <3.0 Million Esals, 25.0 Mm Mix 9311-9002 Ton 120.000 01** n f1 Proj Warm Mix Asphalt (Wma) Base For Transverse Patching, Pg 64-22, 0.3 To < 3.0 Million Esals, 25.0 Mm Mix 9469-0001 Linear Foot 33,504.000 01 n g4 Proj Longitudinal Joint Sealing For New Pavement Surfaces 9491-0001 Linear Foot 320.000 01 n f Proj Removal And Replacement Of Existing Wedge Curb 9601-0001 Linear Foot 60.000 03 n h Proj 60" Ductile Iron Pipe Including Boring And Set-Up 9605-0010 Each 1.000 01 n c1 Proj Removal Of Existing Inlet 9616-1211 Each 1.000 03 n h Proj Cast-In-Place Concrete End Sections For 60" Pipe 9964-0001 Each 22.000 01 n o Proj White Epoxy Legend, "356", 8 ` - 0" 9964-9006 Each 2.000 01 n o Proj White Epoxy Legend "South", 8"-0"

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.