Satterlee Street to NY State Line "Design" Limited to ADA Curb Ramps

The description and location of the project are as follows: This work is roadway reconstruction and design and construction of ADA curb ramps including excavation, select borrow excavation, geocell load distribution mat, Superpave Asphalt Mixture Design base, binder, scratch, and wearing courses, subbase, drainage, grade adjustment of existing inlets, manholes, water valves and gas valves, plain cement concrete curb, cement concrete sidewalk, detectable warning surface, No. 1 coarse aggregate, tree trimming, traffic signal installations, pavement markings, signs, directional boring, class AAA cement concrete, sanitary sewer construction, and other miscellaneous construction all within an overall length of 14,040.00 linear feet (2.659 miles) all as indicated on the approved drawings included in the bid package for State Route 199, Section 010 from approximately 0.44 miles north of the intersection with SR 1056 at Segment 0070 Offset 0014 to approximately 0.00 miles south of the intersection with New York State Route 17 at Segment 0130 Offset 1622 in Athens Borough And Sayre Borough, Bradford County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 29,462.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 5,783.000 01 n Yes c1 Proj Class 1a Excavation (Undercut) 0203-0004 Cubic Yard 851.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 2,213.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 8,827.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 884.000 01 n c1 Selected Borrow Excavation 0212-0001 Linear Foot 27,064.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 71,187.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 13,011.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 1.000 01 n k1 Flowable Backfill, Type c 0222-0016 Square Yard 8,674.000 01 n c3 Proj Geocell Load Distribution Mat Type a, 8" Depth, Textured Walls/Perforated 0313-0320 Square Yard 7,616.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0322 Square Yard 2,822.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0326 Square Yard 58,176.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0337 Ton 355.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 68,530.000 01 n c, e Subbase 6" Depth (No. 2a) 4350-0121 Ton 674.000 01 n Yes c, e Proj Subbase (No. 2a) (Removal Incidental To Construction) 0413-0202 Ton 355.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0248 Square Yard 2,822.000 02 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-l 0413-0383 Square Yard 96,255.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1024 Ton 2,617.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 65,512.000 02 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 0413-9999 Dollar 120,000.000 $1.00 $120,000.00 02 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 15,107.000 02 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 38,079.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4601-0760 Linear Foot 272.000 01 n Yes h Proj 12" Ductile Iron Pipe (100 Year Design Life) 4601-0962 Linear Foot 30.000 01 n Yes h Proj 16" Ductile Iron Pipe, Shore/Trench Box (100 Year Design Life) e 0601-0973 Linear Foot 1,618.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7508 Linear Foot 1,618.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life 0601-7506 Linear Foot 83.000 01 n h 15" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box e 0601-7508 Linear Foot 3,088.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 3,088.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7516 Linear Foot 3,723.000 01 n h 24" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0975 Linear Foot 3,723.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7524 Linear Foot 1,290.000 01 n h 30" Reinforced Concrete Pipe, Type a, 2` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0976 Linear Foot 1,290.000 01 n h 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 0604-7508 Linear Foot 4,068.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life 0605-2711 Set 13.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 176.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2781 Set 2.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 151.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 36.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2862 Each 4.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-3011 Each 37.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3021 Each 9.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3031 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 16.000 01 n c1, k Grade Adjustment Of Existing Inlets 4606-0150 Set 25.000 08 n Yes c1, k Std Grade Adjustment Of Existing Manholes (Material Supplied By Others) 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 10 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 10 n x Equipment Package 0610-7002 Linear Foot 23,069.000 01 n h2 6" Pavement Base Drain 4630-0001 Linear Foot 9,607.000 02 n Yes k Proj Plain Cement Concrete Curb (6" Reveal) 4630-0010 Linear Foot 19,005.000 02 n Yes k Proj Plain Cement Concrete Curb, Including Removal Of Existing Curb (6" Reveal) 0676-0001 Square Yard 2,469.000 02 n k Cement Concrete Sidewalk 4676-0001 Square Yard 97.000 02 n Yes k Proj Cement Concrete Sidewalk (6" Depth) 0676-0003 Square Yard 1,253.000 02 n k Sidewalks And Driveway Aprons Through Driveways 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0003 Dollar 10,000.000 $1.00 $10,000.00 01 y x Formal Facilitation e 0695-0004 Square Foot 1,606.000 02 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 1,606.000 02 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 1,606.000 02 n k Detectable Warning Surface, Polymer Concrete 0703-0020 Cubic Yard 5,783.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 1,632.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 1,986.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 613.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 16.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 123.000 01 n m3 Seeding - Formula e, Including Mulch 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0025 Each 8.000 01 n m1 Selective Tree Trimming 0810-0052 Each 12.000 01 n a, m1 Selective Tree Removal 0849-0010 Each 5.000 01 n c1 Rock Construction Entrance 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 178.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 13.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 200.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 13,941.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 17,008.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0910-2828 Each 12.000 02 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4116 Linear Foot 4,380.000 02 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 87.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 109.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 205.000 02 n r Structure Mounted Flat Sheet Aluminum Signs 0945-0001 Each 42.000 01 n r Reset Post Mounted Signs, Type f 0951-2120 Each 2.000 02 n p Traffic Signal Support, 20` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2125 Each 3.000 02 n p Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2128 Each 3.000 02 n p Traffic Signal Support, 28` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2130 Each 2.000 02 n p Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2134 Each 1.000 02 n p Traffic Signal Support, 34` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2135 Each 1.000 02 n p Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) 4951-4012 Each 10.000 02 n Yes p Proj Traffic Signal Support, 12` Pedestal (Type f) 4952-1040 Each 3.000 02 n Yes p Proj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting (With Riser And Led Indicator) 0954-0012 Linear Foot 873.000 02 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,138.000 02 n p8 3 Inch Conduit 0954-0151 Linear Foot 635.000 02 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 16.000 02 n c1, p8 Trench And Backfill, Type Ii 0954-0201 Linear Foot 1,855.000 02 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 3,986.000 02 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 753.000 02 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0304 Each 12.000 02 n p8 Junction Box, Jb-27 Galvanized Steel 4954-0403 Each 3.000 02 n Yes p8 Proj Electrical Service, Type c (With Dual Disconnect Behind Single Meter) 4954-0500 Linear Foot 627.000 02 n Yes c6, p8 Proj Directional Boring (Minimum Depth) 4954-0600 Each 3.000 02 n Yes p8 Proj Uninterruptible Power Supply (Ups) (Loss Of Power Led Indicator) 0955-3208 Each 16.000 02 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 2.000 02 n p Vehicular Signal Head, Four 12" Sections 0955-3210 Each 6.000 02 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 22.000 02 n p Led Countdown Pedestrian Signal Head, Type a 4956-0101 Linear Foot 220.000 01 n Yes p8 Std Loop Sensor (3 Turns) 4956-0500 Each 22.000 02 n Yes p Proj Pedestrian Push Button (Includes Extension Arm) 0956-0700 Each 12.000 02 n p Video Detector 0956-0801 Each 3.000 02 n p Optical Preemption System 0962-1000 Linear Foot 260.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 5,533.000 01 n o 6" White Waterborne Pavement Markings 0962-1003 Linear Foot 66.000 01 n o 12" White Waterborne Pavement Markings 0962-1004 Linear Foot 734.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 26,656.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1025 Each 5.000 01 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1052 Each 3.000 01 n o3 White Waterborne Pavement Legend, "Rr Crossing", 6`-6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0962-1062 Each 6.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0001 Square Foot 16.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 17,335.000 01 n o2, o3 4" Pavement Marking Removal 0963-0010 Each 3.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0152 Each 3.000 01 n o3 White Epoxy Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0971-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type f 1001-0243 Pound 9,611.000 02 n s7 4x4 Galvanized Steel Wwf w4 x w4 1999-9999 Hour 2,000.000 09 n z Std Trainees 9000-0001 Cubic Yard 227.000 01 n c1, m2 Proj Amended Soils 9000-0002 Linear Foot 60.000 01 n h Proj 14" Ductile Iron Pipe (100 Year Design Life) 9000-0003 Each 56.000 01 n m2 Proj Inlet Filter Bag For Type a Inlet 9000-0004 Each 4.000 01 n h Proj Pipe Insulation 9000-0005 Linear Foot 16,728.000 01 n c1 Proj Sawcut Of Rail Ties 9000-0006 Lump Sum 1.000 01 n b Proj Remove Awning From Building Parcel 100 9000-0008 Cubic Yard 50.000 04 n c1 Proj Exploratory Excavation (b1-1) 9000-0009 Cubic Yard 50.000 04 n c1, h Proj Additional Backfill (b2-1) 9000-0010 Each 1.000 04 n h Proj 4-Inch Saddle Type Wye Connection (b3-1) 9000-0011 Each 1.000 04 n h Proj 6-Inch Saddle Type Wye Connection (b3-1) 9000-0012 Linear Foot 720.000 04 n h Proj 4-Inch Sanitary Sewer Lateral Piping (b4-1) 9000-0013 Linear Foot 22.000 04 n h Proj 6-Inch Sanitary Sewer Lateral Piping (b4-1) 9000-0014 Cubic Yard 50.000 04 n h, k1 Proj Concrete Encasement (b5-1) 9000-0015 Each 5.000 04 n c1 Proj Sewer Lateral Abandonment (b6-1) 9000-0016 Each 11.000 04 n c1 Proj Sanitary Mh Frame Adjustments (b7-1) 9000-0017 Each 1.000 04 n c1, h Proj Sanitary Mh Frame & Cover Replacement (b8-1) 9000-0018 Cubic Yard 50.000 07 n h Proj Exploratory Excavation (b1-2) 9000-0019 Cubic Yard 50.000 07 n h Proj Additional Backfill (b2-2) 9000-0020 Each 1.000 07 n h Proj 4-Inch Saddle Type Wye Connection (b3-2) 9000-0021 Each 1.000 07 n h Proj 6-Inch Saddle Type Wye Connection (b3-2) 9000-0022 Linear Foot 700.000 07 n h, k1 Proj 4-Inch Sanitary Sewer Lateral Piping (b4-2) 9000-0023 Linear Foot 42.000 07 n c1 Proj 6-Inch Sanitary Sewer Lateral Piping (b4-2) 9000-0024 Cubic Yard 10.000 07 n h, k1 Proj Concrete Encasement (b5-2) 9000-0025 Each 5.000 07 n c1 Proj Sewer Lateral Abandonment (b6-2) 9000-0057 Each 6.000 01 n p Proj Timing Changes 9000-0100 Vertical Foot 42.000 08 n k Proj Sanitary Sewer Manhole Vertical Height Beyond 4 Feet 9000-0101 Linear Foot 12.000 08 n h Proj 10" Sdr 35 Pvc Sanitary Sewer Pipe 9000-0102 Each 1.000 08 n h Proj 6" Sanitary Sewer Lateral Including 6" Sanitary Wye, With Clean-Out 9000-0103 Cubic Yard 41.000 08 n c1, h Proj Class 2 Excavation (Sanitary Sewer) 9000-0104 Cubic Yard 127.000 08 n c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 2a (Sanitary Sewer) 9000-0105 Set 9.000 08 n k Proj Manhole Frame And Cover (Sanitary Sewer) 9000-0106 Each 9.000 08 n k Proj Type 4 Manhole, Sanitary Sewer, Height < /=5`(Connections) 9000-0107 Linear Foot 358.000 11 n h Proj 8" Sdr 35 Pvc Sanitary Sewer Pipe 9000-0108 Linear Foot 149.000 11 n h Proj 10" Sdr 35 Pvc Sanitary Sewer Pipe 9000-0109 Each 6.000 11 n h Proj 6" Sanitary Sewer Lateral Including 6" Sanitary Wye, With Clean-Out 9000-0110 Each 1.000 11 n h Proj 8" Connection To Existing System (Excludes Connection At New Or Replaced Manholes) 9000-0111 Each 6.000 11 n h Proj 10" Connection To Existing System (Excludes Connection At New Or Replaced Manholes) 9000-0112 Cubic Yard 362.000 11 n c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 2a (Sanitary Sewer) 9000-0180 Each 8.000 02 n x Proj Removal Of Underground Storage Tank 9000-0182 Each 8.000 02 n x Proj Underground Storage Tank Soil Sampling And Testing, Test "a" 9000-0183 Each 8.000 02 n x Proj Underground Storage Tank Soil Sampling And Testing, Test "b" 9000-0184 Each 8.000 02 n x Proj Underground Storage Tank Soil Sampling And Testing, Test "c" 9000-0185 Each 8.000 02 n x Proj Underground Storage Tank Soil Sampling And Testing, Test "d" 9000-0186 Each 8.000 02 n x Proj Liquid Sampling And Analysis, Test "a" 9000-0187 Each 8.000 02 n x Proj Liquid Sampling And Analysis, Test "b" 9000-0188 Each 8.000 02 n x Proj Liquid Sampling And Analysis, Test "c" 9000-0189 Ton 392.000 02 n x Proj Disposal Of Contaminated Soil And Debris 9000-0190 Gallon 10,000.000 02 n x Proj Disposal Of Contaminated Liquids 9000-0191 Gallon 40,000.000 02 n x Proj Disposal Of Tank Contents 9000-0200 Cubic Yard 64.000 02 n c1 Proj Additional Contaminated Soil Excavation 9000-0425 Dollar 20,000.000 $1.00 $20,000.00 01 y b1 Proj Hazardous Material/Asbestos Inspection, Testing And Abatement 9000-3000 Each 139.000 03 n x Std Design Ada Concrete Curb Ramps

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.