US 202-61N SWM Offsite Mitigation

The description and location of the project is as follows: This project involves reconstruction of the intersection of SR 0073 (Skippack Pike) at Wentz Road (T-370) and Parkwood Road (T-385) and includes installation of an underground stormwater management system, realignment of Wentz Road (T-370), widening on SR 0073 (Skippack Pike) to provide a dedicated left turn turn lane, curbing, pavement markings, updated signage, ADA compliant pedestrian facilities, drainage, traffic signal, utility relocations and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0073, SECTION 6SM, in Montgomery County, Whitpain Township from approximately 700 feet west of the intersection with Wentz Road (T-370)/Parkwood Road (T-385) at segment 0420 offset 1416 to approximately 500 feet east of the intersection with Cathcart Road (T-369) at segment 0430 offset 1160. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,689.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 26.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 103.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 611.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 1,049.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 14,017.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 2,438.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0323 Square Yard 287.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0426 Square Yard 2,543.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 2,687.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 2,088.000 01 n c, e Subbase 8" Depth (No. 2a) 0411-0382 Square Yard 2,725.000 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-h 0411-0482 Square Yard 6,291.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6350 Square Yard 2,057.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6450 Square Yard 2,543.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0420-0001 Square Yard 306.000 01 n f 1 1/2" Pervious 9.5mm Wearing Course 0420-0011 Square Yard 306.000 01 n f 4 1/2" Pervious 19.0mm Binder Course 0460-0001 Square Yard 7,846.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 3,748.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0601-6100 Linear Foot 130.500 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 4601-6100 Linear Foot 238.000 01 n Yes h Proj 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life , (Open Joint) e 0601-7014 Linear Foot 33.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 33.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-0773 Linear Foot 33.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7028 Linear Foot 181.500 01 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0775 Linear Foot 181.500 01 n h 24" Ductile Iron Pipe, 100 Year Design Life e 0601-7028 Linear Foot 70.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0551 Linear Foot 70.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-0775 Linear Foot 70.000 01 n h 24" Ductile Iron Pipe, 100 Year Design Life 0604-7014 Linear Foot 166.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life 0605-2401 Set 18.000 01 n k Manhole Frame And Cover 0605-2711 Set 3.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 6.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2781 Set 3.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 13.000 01 n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0002 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 645.000 01 n h2 6" Pavement Base Drain 0627-3019 Linear Foot 859.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 483.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0630-0001 Linear Foot 461.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 720.000 01 n Yes k Proj Plain Cement Concrete Curb 6" Reveal 0660-0021 Linear Foot 1,980.000 01 n f3 Milled Centerline Rumble Strips Type 1 0676-0001 Square Yard 111.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 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 e 0695-0004 Square Foot 114.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 114.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 114.000 01 n k Detectable Warning Surface, Polymer Concrete 0696-0610 Each 4.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 5.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 25.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 15.000 01 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 1,267.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 1,247.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 315.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0014 Pound 75.000 01 n m3 Seeding - Formula e 0805-0022 Ton 4.500 01 n m3 Mulching - Straw 0805-0050 Square Yard 408.000 01 n m3 Mulch Control Netting 0811-0003 Linear Foot 189.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 8.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 1,512.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0232 Day 730.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 233.000 05 n q, r Additional Traffic Control Signs 0901-0321 Linear Foot 859.000 05 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 483.000 05 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0450 Each 2.000 05 n q 3-Line Changeable Message Sign With Telecommunications 0910-4116 Linear Foot 658.000 02 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 51.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 6.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 82.000 02 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0202 Each 22.000 05 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 13.000 05 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0213 Each 35.000 05 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/b) 0937-0312 Each 14.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/White Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 4951-0125 Each 1.000 02 n Yes p Std Traffic Signal Support, 25` Mast Arm Powder Coated 4951-0130 Each 2.000 02 n Yes p Std Traffic Signal Support, 30` Mast Arm Powder Coated 4951-2130 Each 1.000 02 n Yes p Std Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2140 Each 1.000 02 n Yes p Std Traffic Signal Support, 40` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-4014 Each 3.000 02 n Yes p Std Traffic Signal Support, 14` Pedestal Powder Coated 4951-4022 Each 7.000 02 n Yes p Std Pedestrian Stub Pole, Type b Powder Coated 4952-1000 Each 1.000 02 n Yes p Std Time Clock , Gps 0954-0012 Linear Foot 410.000 02 n p8 2 Inch Conduit 0954-0013 Linear Foot 600.000 02 n p8 3 Inch Conduit 0954-0151 Linear Foot 305.000 02 n c1, p8 Trench And Backfill, Type i 0954-0153 Linear Foot 175.000 02 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 910.000 02 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 1,906.000 02 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 925.000 02 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 2.000 02 n p8 Junction Box, Jb-27 0954-0403 Each 1.000 02 n p8 Electrical Service, Type c 4954-0600 Each 1.000 02 n Yes p8 Std Uninterruptible Power Supply (Ups) Led Indicator Light 0955-3208 Each 10.000 02 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 1.000 02 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 8.000 02 n Yes p Std Led Countdown Pedestrian Signal Head, Type a Steady Countdown 4956-0500 Each 8.000 02 n Yes p Std Pedestrian Push Button Latching Led 0960-0001 Linear Foot 4,340.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 3,755.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 400.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 897.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 65.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0224 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0257 Linear Foot 12.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0962-1000 Linear Foot 5,450.000 05 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,123.000 05 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 203.000 05 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 6,864.000 05 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 53.000 05 n o 24" Yellow Waterborne Pavement Markings 0962-1025 Each 5.000 05 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1061 Each 1.000 05 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 3.000 05 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0001 Square Foot 1,087.000 05 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 13,466.000 05 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 877.000 05 n o2, o3 6" Pavement Marking Removal 0963-0010 Each 8.000 05 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 1999-9999 Hour 1,000.000 08 n z Std Trainees 9000-0001 Lump Sum 1.000 01 n h Proj Modular Concrete Stormwater Management System 9000-0002 Cubic Yard 7,624.000 01 n c1 Proj Class 1 Excavation For Stormwater Management System 9000-0003 Each 3.000 01 n h, k Proj 18" Outlet Pipe Hood 9000-0004 Each 1.000 01 n h, k Proj 24" Outlet Pipe Hood 9000-0005 Set 3.000 01 n k Proj Special Type c Concrete Top Unit And Bicycle Safe Grate 9000-0007 Each 17.000 01 n k Proj Manhole Riser 9000-0008 Lump Sum 1.000 01 n x Proj As-Built Survey And Documentation For Stormwater Management System 9000-0009 Cubic Yard 496.000 01 n c1 Proj Engineered Filter Media 9000-0011 Each 5.000 01 n m2 Proj Rock Filter Outlet 9000-0012 Square Yard 5,470.000 01 n c3, h2 Proj Geocell, Type b, 4" Depth, Textured Walls/Perforated 9000-0100 Each 1.000 05 n p Proj Temporary Traffic Signals: Skippack Pike And Wentz Road 9000-0101 Each 1.000 05 n p Proj Reset Temporary Traffic Signals: Skippack Pike And Wentz Road, Stage 2 9000-0102 Each 1.000 05 n p Proj Reset Temporary Traffic Signals: Skippack Pike And Wentz Road, Stage 3 9000-0103 Each 1.000 05 n p Proj Reset Temporary Traffic Signals: Skippack Pike And Wentz Road, Stage 4 9000-0105 Dollar 25,000.000 $1.00 $25,000.00 05 y q Proj Unforeseen Traffic Control Modifications 9000-0106 Dollar 2,500.000 $1.00 $2,500.00 05 y o Proj Unforeseen Temporary Pavement Marking Modifications On Bituminous Pavement 9000-0107 Each 5.000 05 n q, r Proj Mailbox Relocation 9000-0200 Linear Foot 2,272.000 01 n f1 Proj Pavement Sawcut 9000-1102 Each 1.000 02 n p Std Video Detection System, Three Cameras 9000-1103 Each 2.000 02 n p, p8 Proj Led Luminaire, Arm Mount, Painted 9000-1104 Each 1.000 02 n p Std Fiber Optic Termination Panel 9000-1105 Each 1.000 02 n p Std Emergency Preemption System-4 Approaches 9000-1106 Each 1.000 02 n p Std Managed Network Switch (Signal Cabinet) 9000-1107 Each 1.000 02 n p, p5 Proj Connection Of Communication Cable To Traffic Signal Controller 9000-1108 Each 1.000 02 n p Std Controller Assembly, Type 1 Mounting 9000-1109 Each 2.000 02 n p Proj Junction Box, 17x30 9000-1116 Lump Sum 1.000 02 n p Std Traffic Signal Control, Unified Command And Control System Setup 9000-1117 Each 1.000 02 n p Std Controller Timing Modification In Field 9000-1118 Each 1.000 02 n p Std Dilemma Zone Radar Detection System, 2 Approaches 9000-1350 Linear Foot 606.000 06** n h Proj 6" Class 52 Ductile Iron Pipe With 2a Stone Backfill, Complete In Place 9000-1351 Linear Foot 62.000 06** n h Proj 6" Class 52 Ductile Iron Pipe With Suitable Backfill, Complete In Place 9000-1352 Linear Foot 1,032.000 07 n h Proj 8" Class 52 Ductile Iron Pipe With Stone Backfill, Complete In Place 9000-1353 Each 4.000 06** n h Proj 6" Ductile Iron Gate Valve With Mega Lugs, Complete In Place 9000-1354 Each 4.000 07 n h Proj 8" Ductile Iron Gate Valve With Mega Lugs, Complete In Place 9000-1355 Each 1.000 06** n h Proj 6" Ductile Iron Tee With Mega Lugs And Thrust Block, Complete In Place 9000-1356 Each 14.000 06** n h Proj 6" Ductile Iron 45 Degree Bend With Mega Lugs And Thrust Block, Complete In Place 9000-1357 Each 1.000 07 n h Proj 6" Ductile Iron 22.5 Degree Bend With Mega Lugs And Thrust Block, Complete In Place 9000-1358 Each 1.000 07 n h Proj 6" Ductile Iron 11.25 Degree Bend With Mega Lugs And Thrust Block, Complete In Place 9000-1359 Each 3.000 06** n h Proj 6" Ductile Iron Transition Coupling, Complete In Place 9000-1360 Each 3.000 06** n h Proj 6" Ductile Iron Cap With No Tap, Complete In Place 9000-1361 Each 1.000 07 n h Proj 8" x 6" Ductile Iron Cross With Mega Lugs And Thrust Block, Complete In Place 9000-1362 Each 8.000 07 n h Proj 8" Ductile Iron 45 Degree Bend With Mega Lugs And Thrust Block, Complete In Place 9000-1363 Each 2.000 07 n h Proj 8" Ductile Iron Transition Coupling, Complete In Place 9000-1364 Each 2.000 07 n h Proj 8" Ductile Iron Cap With No Tap, Complete In Place 9000-1365 Each 1.000 07 n h Proj 8" x 6" Ductile Iron Hydrant Tee With Mega Lugs And Thrust Block, Complete In Place 9000-1366 Each 1.000 07 n h Proj Fire Hydrant Replacement, Complete In Place 9000-1367 Each 5.000 06** n h Proj Temporary Blow Off Assembly, Complete In Place 9000-1368 Linear Foot 102.000 07 n h Proj 1" Type k Copper Water Service Pipe, Complete In Place 9000-1369 Each 3.000 07 n h Proj Water Service Fittings, Complete In Place 9000-1370 Each 5.000 06** n h Proj Removal Of Existing Valve Boxes 9000-1371 Linear Foot 38.000 06** n b1, h Proj Removal And Disposal Of Asbestos Cement Water Pipe 9999-9951 Each 2.000 $365.00 $730.00 09 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 4.000 $473.00 $1,892.00 09 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9958 Each 2.000 $908.00 $1,816.00 09 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9962 Vertical Foot 1.000 $558.00 $558.00 09 y k Std Utility Manhole Neck Rebuilding

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.