Paoli Pk Trail-Seg C

The description and location of the project is as follows: construction of an 8-foot to 10-foot wide shared use path with cement concrete curb ramps, curb and paving, stormwater management facilities and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 2014, Section PPT, in Chester County East Goshen Township from approximately Sta. 1128+50.00 at segment 0050 offset 1940 to approximately Sta. 1174+00.00 segment 0060 offset 2846. 4201-0002 Lump Sum 1.000 05 n Yes a Proj Clearing And Grubbing , With Tree Restrictions 0202-0001 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 522.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 1,461.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 13.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 484.000 05 n c1, h, s Class 4 Excavation 0205-0001 Cubic Yard 37.000 05 n c1 Common Borrow Excavation 4205-0100 Cubic Yard 1,949.000 05 n Yes c1 Proj Foreign Borrow Excavation , With Placement Under Stormwater Trenches 0212-0001 Linear Foot 1,455.000 05 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,761.000 05 n c3, h, m2 Geotextile, Class 4, Type a 0311-0320 Square Yard 1,772.000 05 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0522 Square Yard 393.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0534 Square Yard 723.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 10 " Depth 0350-0104 Square Yard 1,772.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 393.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 723.000 01 n c, e Subbase 8" Depth (No. 2a) 0411-0385 Square Yard 1,720.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0582 Square Yard 12,037.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0585 Square Yard 986.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-6550 Square Yard 1,098.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7530 Ton 136.000 05 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0411-7570 Ton 629.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0420-0001 Square Yard 1,927.000 05 n f 1 1/2" Pervious 9.5mm Wearing Course 0420-0010 Square Yard 1,927.000 05 n f 2 1/2" Pervious 19.0mm Binder Course 0460-0001 Square Yard 14,841.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 11,887.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0601-0331 Linear Foot 36.000 05 n h 12" Thermoplastic Pipe, Groupii, 12`-1.5` Fill 0601-0332 Linear Foot 181.000 05 n h 15" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill 0601-6100 Linear Foot 41.000 05 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 0601-6380 Linear Foot 25.000 05 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 2` - 1.5`, 100 Year Design Life 0601-6418 Linear Foot 7.000 05 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7` - 3`, 100 Year Design Life 4605-2401 Set 11.000 05 n Yes k Proj Manhole Frame And Cover , Ada Compliant 4605-2620 Each 2.000 05 n Yes k Proj Type d-w Endwall For Elliptical Pipe 0605-2711 Set 11.000 05 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 2.000 05 n k Type m Concrete Top Unit And Grate 0605-2780 Set 1.000 05 n k Type m Frame And Grate 0605-2850 Each 11.000 05 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 1.000 05 n Yes k Proj Standard Inlet Box, Height < /= 10` , Doghouse Opening 0605-3021 Each 3.000 05 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3031 Each 1.000 05 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 4610-0000 Linear Foot 98.000 05 n Yes h2 Proj Pipe Underdrain, Type i Backfill , 15" Diameter, For Bmps 4610-0003 Linear Foot 58.000 05 n Yes h2 Proj 8" Pipe Underdrain, Type i Backfill , For Bmps 0610-7002 Linear Foot 1,455.000 01 n h2 6" Pavement Base Drain 0619-0470 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0400 Each 2.000 05 n j Terminal Section, Single 0620-0502 Linear Foot 315.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-1625 Linear Foot 221.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 1,033.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 1,325.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 501.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 05 n x Construction Surveying, Type a 0688-0020 Lump Sum 1.000 02 n x Microcomputer, Type c 0689-0003 Lump Sum 1.000 05 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 05 y x Internal Facilitation 0695-0004 Square Foot 669.000 01 n k Detectable Warning Surface, Polymer Composite 0703-0025 Cubic Yard 85.000 05 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 946.000 05 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 267.000 05 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 144.000 05 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0014 Pound 139.000 05 n m3 Seeding - Formula e 0804-0019 Pound 9.000 05 n m3 Seeding And Soil Supplements - Formula n 0806-0113 Square Yard 219.000 05 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 14.000 05 n m2 Permanent Rolled Erosion Control Product, Type 5a 4809-0001 Square Yard 4,089.000 05 n Yes m Proj Sodding , With Watering And Mowing 0810-0052 Each 55.000 05 n a, m1 Selective Tree Removal 0845-0001 Dollar 20,000.000 $1.00 $20,000.00 05 y m2 Unforeseen Water Pollution Control 0851-0003 Square Yard 9.000 05 n c1 Rock Apron 0855-0003 Each 3.000 05 n m2 Pumped Water Filter Bag 4860-0000 Each 5.000 05 n Yes m2 Proj Inlet Filter Bag For Type m Inlet , With Compost Filter Sock 4860-0002 Each 22.000 05 n Yes m2 Proj Inlet Filter Bag For Type c Inlet , With Compost Filter Sock 0867-0012 Linear Foot 3,136.000 05 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 840.000 05 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 120.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 4,600.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,900.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 260.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 120.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0340 Linear Foot 1,400.000 04 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0350 Linear Foot 600.000 04 n o2, o3 4" Standard Pavement Markings, Tape, White 0931-0003 Square Foot 189.000 05 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 60.000 05 n r Post Mounted Signs, Type f 0937-0102 Each 6.000 05 n j, r Guide Rail Mounted Delineator Type a, (w/b) 0937-0113 Each 6.000 05 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0941-0001 Each 25.000 05 n r Reset Post Mounted Signs, Type b 0945-0001 Each 18.000 05 n r Reset Post Mounted Signs, Type f 0951-4014 Each 4.000 05 n p Traffic Signal Support, 14` Pedestal 0951-4022 Each 7.000 05 n p Pedestrian Stub Pole, Type b 0954-0011 Linear Foot 129.000 05 n p8 1 Inch Conduit 0954-0012 Linear Foot 239.000 05 n p8 2 Inch Conduit 0954-0013 Linear Foot 111.000 05 n p8 3 Inch Conduit 0954-0151 Linear Foot 159.000 05 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 123.000 05 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 104.000 05 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 1,624.000 05 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 1,338.000 05 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0301 Each 1.000 05 n p8 Junction Box, Jb-26 0954-0302 Each 3.000 05 n p8 Junction Box, Jb-27 4955-3722 Each 2.000 05 n Yes p Std Led Countdown Pedestrian Signal Head, Type a , Steady Countdown 0956-0001 Linear Foot 461.000 05 n p Detector Lead In Cable 0956-0101 Linear Foot 1,185.000 05 n p8 Loop Sensor 0960-0001 Linear Foot 3,478.000 05 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 5,995.000 05 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 3,303.000 05 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 955.000 05 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 8.000 05 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0222 Each 3.000 05 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 13.000 05 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 4960-0407 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "g", 8` - 0" , 4` - 0" 4960-0408 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "h", 8` - 0" , 4` - 0" 4960-0409 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "i", 8` - 0" , 4` - 0" 4960-0414 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "n", 8` - 0" , 4` - 0" 4960-0423 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "w", 8` - 0" , 4` - 0" 4960-0424 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "x", 8` - 0" , 4` - 0" 4960-0425 Each 6.000 05 n Yes o2 Proj White Hot Thermoplastic Legend, "y", 8` - 0" , 4` - 0" 0963-0001 Square Foot 1,908.000 04** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 2,000.000 04 n o2, o3 4" Pavement Marking Removal 0963-0010 Each 2.000 04 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0971-0001 Each 3.000 05 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 05 n r Remove Post Mounted Signs, Type f 9000-0001 Each 1.000 05 n p Proj Accessible Pedestrian System, Two Crossings 9000-0002 Each 1.000 05 n p Proj Accessible Pedestrian System, Three Crossings 9000-0003 Each 2.000 05 n p Proj Accesible Pedestrian System, Four Crossings 9000-0004 Each 4.000 05 n p Proj Controller Modifications 9000-0005 Each 1.000 05 n p Proj Conduit Connnection To Existing Foundation 9000-0006 Each 2.000 05 n p Proj Rewiring Of Preemption System Beacon And Detector 9000-0007 Each 5.000 05 n p Proj Relocate Existing Pedestrian Head 9000-0010 Each 3.000 05 n p, r Proj Reposition Existing Structure Mounted Sign 9000-0012 Cubic Yard 1,139.000 05 n c1, m3 Proj Amended Soils 9000-0014 Each 1.000 05 n h, k Proj Cleanout 9000-0015 Each 4.000 05 n c1, h Proj Clay Impervious Block 9000-0016 Linear Foot 944.000 01 n j2 Proj Protective Railing 9000-0017 Each 3.000 05 n k Proj Concrete Washout 9000-0018 Each 4.000 05 n h, k Proj Manhole Conversion Slab 9000-0019 Square Foot 267.000 05 n j1, k1 Proj Grade Separator 9000-0020 Each 6.000 05 n h Proj Concrete Saddle 9000-0021 Each 1.000 05 n h, k Proj Trench Drain 9000-0022 Each 11.000 05 n c1 Proj Utility Test Pit 9000-0023 Each 2.000 05 n p, p8 Proj Relocate Light Pole 9000-0025 Each 1.000 05 n r Proj Relocate Historical Places Sign 9000-0026 Each 1.000 05 n p8, r, r1 Proj Relocate Large Pylon Business Sign 9000-0027 Cubic Yard 63.000 05 n c1, m3 Proj Bioretention Soil Mixture 9000-0030 Each 1.000 05 n k Proj Special Inlet Box, i-3 9000-0031 Each 1.000 05 n k Proj Special Inlet Box, i-5 9000-0032 Each 1.000 05 n k Proj Special Inlet Box, i-13 9000-0101 Lump Sum 1.000 05 n x Proj Health And Safety Plan 9000-0102 Lump Sum 1.000 05 n x Proj Site Work Plan 9000-0103 Dollar 20,000.000 $1.00 $20,000.00 05 y x Proj Handling And Disposal Of Contaminated Soils 9000-0104 Dollar 40,000.000 $1.00 $40,000.00 05 y x Proj Handling And Disposal Of Underground Storage Tanks And Contents 9000-6174 Dollar 16,200.000 $1.00 $16,200.00 05 y x Std Evaluation Of Overall Lot Pay Factor And Payment Of Incentive 9999-9959 Each 2.000 $735.00 $1,470.00 05 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9963 Each 18.000 $250.00 $4,500.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c

Division 02 -	Existing Conditions, Subsurface Investigation.
Division 31 -	Earthwork, Grading, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.
Division 33 -	Utilities.