SR 171 Slide

For the Improvement of Certain Section of Highways and Bridges in Susquehanna County, Oakland Borough, Commonwealth of Pennsylvania, State Route 0171, Section Sld. To Repair Slope Failure Approximately 165 Feet Long and the Full-width of Both Lanes of Sr 0171 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing Including Removal And Disposal Of Existing Stacked Stone Walls 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 2,109.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 735.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 88.000 01 n c1, h Class 2 Excavation 0205-0263 Cubic Yard 81.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0266 Cubic Yard 134.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0285 Cubic Yard 41.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 676.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,210.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 913.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0428 Square Yard 1,888.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 1,972.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 390.000 01 n c, e Subbase (No. 2a) 0413-0247 Square Yard 1,888.000 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-m 0413-6045 Square Yard 1,888.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 5,661.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 482.000 01 n f4 Asphalt Prime Coat e 0601-0352 Linear Foot 20.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7308 Linear Foot 20.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0601-0400 Linear Foot 7.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0601-7313 Linear Foot 7.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-2823 Linear Foot 7.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-6099 Linear Foot 32.000 01 n h 19" x 30" Elliptical Reinforced Concrete Pipe, Type a Horizontal, 2` - 1.5`, 100 Year Design Life 0601-6156 Linear Foot 9.000 01 n h 19" x 30" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill 0601-6380 Linear Foot 53.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 2` - 1.5`, 100 Year Design Life e 0604-7013 Linear Foot 406.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 2` - 1.5` Fill, 100 Year Design Life o 0604-2843 Linear Foot 406.000 01 n h 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 10.000 01 n k Standard Inlet Box, Height < /= 10` 0605-5701 Set 3.000 01 n k Type c Concrete Top Unit, 4" Curb Height And Bicycle Safe Grate 0605-5721 Set 5.000 01 n k Type c Concrete Top Unit, 8" Curb Height And Bicycle Safe Grate 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 3.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0608-0001 Lump Sum 1.000 05 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-0002 Linear Foot 100.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 576.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 8.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-1600 Linear Foot 375.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 0627-3019 Linear Foot 456.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 4630-0001 Linear Foot 122.000 01 n Yes k Proj Plain Cement Concrete Curb Cheek Wall 0630-0021 Linear Foot 472.000 01 n k Plain Cement Concrete Curb, 4" Height 0630-0041 Linear Foot 315.000 01 n k Plain Cement Concrete Curb, 8" Height 0630-0045 Linear Foot 150.000 01 n k Plain Cement Concrete Curb, 8" Height, Including Removal Of Existing Curb 0676-0001 Square Yard 151.000 01 n k Cement Concrete Sidewalk 4676-0003 Square Yard 23.000 01 n Yes k Proj Sidewalks And Driveway Aprons Through Driveways Accelerated Strength Concrete 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule e 0695-0002 Square Foot 8.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 8.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 8.000 01 n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 2.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 1,217.000 01 n c1, h No. 1 Coarse Aggregate 0804-0003 Pound 30.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 5.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0111 Square Yard 86.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0810-0023 Lump Sum 1.000 04 n m1 Tree Trimming To a Max Height Of 20` 0810-0052 Each 15.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 363.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 2.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 38.000 01 n c1 Rock, Class r-6 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 8.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 547.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 04 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 2,390.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,453.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 456.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 31.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0701 Each 1.000 04 n p Temporary Traffic Signals (Permanent Only) 0931-0001 Square Foot 20.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 7.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0214 Each 12.000 04 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0320 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0323 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0962-1000 Linear Foot 2,210.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 67.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,210.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 62.000 04 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 3,621.000 04 n o2, o3 4" Pavement Marking Removal e 8255-0010 Lump Sum 1.000 02 n Yes s5 Proj Construction Of Retaining Wall, As Designed, s-40274 o 8266-0010 Lump Sum 1.000 02 n s5 Proj Design And Construction Of Alternate Retaining Wall 9000-0001 Each 1.000 01 n h Proj Concrete End Section For 19" x 30" Elliptical Pipe 9000-0002 Each 1.000 01 n Zz Proj Remove And Reset Mailbox 9000-0003 Each 4.000 02 n x Proj Pile Driving Surveys 9000-0005 Linear Foot 110.000 01 n h Proj 6" Perforated Pipe 9000-0006 Linear Foot 16.000 01 n k1 Proj Concrete Encasement Of Underground Utility Line 9000-0007 Square Yard 127.000 01 n e, f Proj Paved Driveway Adjustment 9000-0010 Linear Foot 8.000 01 n f Proj Staggered Transverse Joint 9000-0086 Each 1.000 01 n h Proj Water Service Line Relocation 9000-0101 Linear Foot 667.000 01 n x Proj Removing And Grouting Existing Piezometers And Monitoring Wells

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.