Wonder View Lane to Sugar Creek

Resurfacing, Widening, Slope Stabilization And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 6, Section 125, In Bradford County North Towanda Township From Approximately 0.4 Miles West Of Sr 4001 At Segment 0490 Offset 2899 To Approximately 0.8 Miles West Of Sr 1041 At Segment 0540 Offset 2418. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 7,653.000 11 n c Class 1 Excavation 0204-0001 Cubic Yard 50.000 01 n c1, h Class 2 Excavation 0205-0281 Cubic Yard 1,378.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0363 Ton 96.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 19.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 7,134.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 10,757.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 2,067.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0437 Ton 4,442.000 11 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 100.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 10,576.000 11 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 1,256.000 01 n c, e Subbase (No. 2a) 0413-0408 Ton 3,703.000 11 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-1029 Ton 1,834.000 11 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-6057 Ton 2,539.000 11 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 18,000.000 $1.00 $18,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 10,517.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,895.000 01 n f4 Asphalt Prime Coat 0467-0001 Square Yard 400.000 01 n f2 Heavy Duty Membranes 0491-0021 Square Yard 6,157.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0491-0041 Square Yard 34,889.000 11 n f3 Std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0515-0001 Linear Foot 350.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0601-0353 Linear Foot 18.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-7308 Linear Foot 12.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill 0601-7325 Linear Foot 18.000 01 n h 24" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill 0601-7339 Linear Foot 4.000 11 n h 30" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill 4605-2600 Each 1.000 01 n Yes k Proj Type d Endwall (For 15" Pipe) 4605-2620 Each 1.000 01 n Yes k Proj Type d-w Endwall (For 15" Pipe) 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2741 Set 2.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 11 n x Mobilization 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 7,134.000 11 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 219.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 12.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0619-0458 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 4620-0010 Each 2.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement (Attach To Existing Structure) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,227.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 6.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 6.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,013.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 407.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 4656-0010 Ton 191.000 01 n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 0660-0002 Linear Foot 5,163.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 33,851.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0660-0004 Linear Foot 19,777.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002 Ton 66.000 01 n c1, e Selected Material Surfacing 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 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 0804-0001 Pound 1,440.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 25.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0811-0003 Linear Foot 2,880.000 01 n j2, m Temporary Protective Fence 0860-0000 Each 26.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 5,003.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 19,148.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 19,148.000 01 n o 4" 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 275.000 11 n r Post Mounted Signs, Type b 0932-0001 Square Foot 66.000 01 n r Post Mounted Signs, Type c 0934-0002 Square Foot 15.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 102.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 47.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0321 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0962-1000 Linear Foot 29,960.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 392.000 01 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 520.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 35,696.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 19,148.000 01 n o2, o3 4" Pavement Marking Removal 0963-0010 Each 3.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0965-0101 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Only", 8` - 0" 0965-0224 Each 24.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 18.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 22.000 01 n r Remove Post Mounted Signs, Type f 0976-0001 Each 2.000 01 n r Remove Structure Mounted Sign 9000-0002 Each 2.000 01 n x Proj Temporary Remove And Reset Existing Mailbox Or Newspaper Box 9000-0016 Ton 186.000 01 n f Std Paved Drive And Side Road Overlays 9000-0021 Ton 100.000 01 n f Std Superpave Asphalt Mixture Design, Binder Course, Type 1 Joint Repair 9000-0022 Ton 20.000 01 n e, f Std Superpave Asphalt Mixture Design, Base Course, Type 2 Joint Repair

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.