South of Cooperstown Group Bridges

Replacement of the existing structure carrying PA 8 over South Branch of Glade Run with a precast box culvert, replacement of the existing structure carrying PA 8 over an unnamed tributary to Glade Run with a precast box culvert, replacement of the existing structure carrying PA 8 over an unnamed tributary to Glade Run with a precast box culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 8, Section 258/259/260, In Butler County Middlesex Township from approximately Allegheny/Butler Line at segment 0460/0461 offset 1770/1670 to approximately 1.4 miles south of Cooperstown at segment 0040/0041 offset 0100/0084. 0201-0001 Lump Sum 1.000 07 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 08 n a Clearing And Grubbing 0201-0003 Lump Sum 1.000 09 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,506.000 07** n c Class 1 Excavation 0203-0004 Cubic Yard 71.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 73.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 300.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0100 Cubic Yard 310.000 01 n c1 Foreign Borrow Excavation 0205-0265 Cubic Yard 38.000 03 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0363 Ton 14.000 04** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 297.000 03** n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 17.000 03 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 760.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 271.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 350.000 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 2,545.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 262.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 120.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 3,737.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 31.000 01 n c, e Subbase (No. 2a) 0413-0245 Square Yard 59,939.000 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-h 0413-2074 Ton 3,113.000 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 0413-6046 Square Yard 7,708.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0413-6047 Ton 6.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 8,440.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 925.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 181.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 55,548.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 32.000 01 n g Plain Cement Concrete Pavement, 6" Depth e 0601-0353 Linear Foot 95.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 95.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 2.000 n h Concrete End Sections For 18" Pipe 0601-5901 Linear Foot 1,691.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 133.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" e 0601-7716 Linear Foot 150.000 01 n h 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o 0601-0502 Linear Foot 150.000 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box 0605-1300 Each 18.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 1.000 01 n k Manhole Frame And Cover 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 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 0610-7002 Linear Foot 1,690.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 8.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 100.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 12.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 12.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0450 Each 5.000 07 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 3.000 07** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 12.000 07** n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 9.000 07** n j Terminal Section, Single 0620-0503 Linear Foot 1,965.000 07** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1250 Each 4.000 07 n j Type 2 Strong Post End Treatment 0620-1600 Linear Foot 1,200.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 263.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 6.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3019 Linear Foot 1,650.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 1,363.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0643-0002 Linear Foot 125.000 01 n j1 Temporary Concrete Median Barrier, Structure Mounted 0676-0001 Square Yard 6.000 01 n k Cement Concrete Sidewalk 0686-0050 Lump Sum 1.000 07 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 08 n x Construction Surveying, Type d 0686-0052 Lump Sum 1.000 09 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 16.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 8.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0024 Cubic Yard 380.000 03 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 105.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 8.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 36.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 10.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0007 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0110 Square Yard 60.000 08 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0113 Square Yard 842.000 07** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 424.000 07** n j2, m Temporary Protective Fence 0845-0001 Dollar 1,500.000 $1.00 $1,500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 09 n c1 Rock Construction Entrance 0851-0001 Each 3.000 07** n c1 Rock Energy Dissipator 0855-0003 Each 5.000 07** n m2 Pumped Water Filter Bag 0855-0004 Each 6.000 07** n m2 Replacement Pumped Water Filter Bag 0860-0001 Each 2.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 942.000 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 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0211 Each 120.000 01 n q Arrow Barricades 0901-0231 Day 260.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 1,000.000 01 n q, r Additional Traffic Control Signs 0901-0270 Each 120.000 01 n q Sequential Warning Lights 0901-0320 Linear Foot 106,300.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 46,250.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 46,800.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 451.900 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 109.750 01 n r Post Mounted Signs, Type f 0937-0106 Each 39.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 39.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0330 Each 43.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 22.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 29,110.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 3,739.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 36,870.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 34,400.000 01 n o2, o3 Pavement Marking Removal 0964-0224 Each 44.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0011 Each 174.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 12.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0019 Each 188.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/w) 0966-0300 Each 374.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1018-0001 Lump Sum 1.000 07 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 08 n t1 Proj Removal Of Existing Bridge 1018-0003 Lump Sum 1.000 09 n t1 Proj Removal Of Existing Bridge 1018-0004 Lump Sum 1.000 09 n t1 Proj Removal Of Existing Bridge 1046-0010 Square Yard 95.000 04 n k2 Epoxy Overlay 1999-9999 Hour 1,000.000 06 n z Std Trainees e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-39259 a 1002-0053 Pound 6,370.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 34.000 03 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0004 Lump Sum 1.000 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0002 Lump Sum 1.000 04 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-39258 a 1002-0053 Pound 4,120.000 04 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 40.000 04 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0005 Lump Sum 1.000 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0002 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0003 Lump Sum 1.000 05 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-39257 a 1002-0053 Pound 2,980.000 05 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 20.000 05 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0006 Lump Sum 1.000 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0003 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Each 1.000 08 n c1 Proj Temporary Bypass Pumping System 9000-0002 Linear Foot 220.000 07** n c1 Proj Temporary Cofferdam 9000-0003 Each 1.000 09 n c1 Proj Temporary Bypass Pumping System 9000-0005 Each 6.000 07** n c1 Proj Pipe Plug 9000-0006 Lump Sum 1.000 09 n h Proj Waterline Relocation 9000-9015 Dollar 5,000.000 $1.00 $5,000.00 07 y j3 Proj Repair Temporary Impact Attenuating Device 9203-0101 Lump Sum 1.000 03 n c1 Std Temporary Excavation Support And Protection System, s-39259 9203-0102 Lump Sum 1.000 04 n c1 Std Temporary Excavation Support And Protection System, s-39258 9203-0103 Lump Sum 1.000 05 n c1 Std Temporary Excavation Support And Protection System, s-39257

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, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.