Countyline Rd: Kulp Rd to Pa 611

The description and location of the project is as follows: Soulder widening, pavement rehabilitation including bituminous base repair (as needed), milling and overlay, drainage improvements, updating guiderail and end treatments, one (1) bridge replacement, radius improvements at intersections, new signage and pavement markings, and other miscellaneous construction, all as indicated on the drawings approved and included in the bid package for State Route 2038, Section m04, In Bucks/Montgomery County Warrington/Horsham Township from approximately Kulp Road at segment 0100 offset 0764 to approximately Route 611 at segment 0160 offset 3050. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 16,990.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 86.000 05 n g4 Saw Cutting 0204-0001 Cubic Yard 31.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,894.000 01 n c1, h, s Class 4 Excavation 0205-0001 Cubic Yard 2,114.000 01 n c1 Common Borrow Excavation 0205-0100 Cubic Yard 7,652.000 01 n c1 Foreign Borrow Excavation 4205-0266 Cubic Yard 66.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 Grouted 0212-0014 Square Yard 24,725.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0422 Square Yard 19,629.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0426 Square Yard 60.000 05 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 20,539.000 01** n c, e Subbase 6" Depth (No. 2a) 0413-0245 Square Yard 76,372.000 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-h 0413-2071 Ton 67.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 4413-2071 Ton 113.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h Modified 0413-6045 Square Yard 75,867.000 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 170,968.000 01** n f4 Asphalt Tack Coat 0491-0013 Square Yard 34,158.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 505.000 05 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-0773 Linear Foot 3,329.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-7014 Linear Foot 3,329.000 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 3,329.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-0773 Linear Foot 1,847.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-7014 Linear Foot 1,847.000 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0775 Linear Foot 27.000 01 n h 24" Ductile Iron Pipe, 100 Year Design Life o 0601-7027 Linear Foot 27.000 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life o 0601-0551 Linear Foot 27.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-0776 Linear Foot 29.000 01 n h 30" Ductile Iron Pipe, 100 Year Design Life o 0601-7043 Linear Foot 29.000 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0552 Linear Foot 29.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-0778 Linear Foot 29.000 01 n h 42" Ductile Iron Pipe, 100 Year Design Life o 0601-7063 Linear Foot 29.000 n h 42" Reinforced Concrete Pipe, Type a, 2` - 1.5` Fill, 100 Year Design Life o 0601-0554 Linear Foot 29.000 01 n h 42" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life 0601-5901 Linear Foot 2,333.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7308 Linear Foot 105.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill o 0601-7008 Linear Foot 105.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill o 0601-0312 Linear Foot 105.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0602-3078 Linear Foot 62.000 01 n h 103" x 71" Corrugated Aluminum Alloy Pipe Arch, Type Ii, (3" x 1" Corrugations), 10 Gage e 0604-7014 Linear Foot 1,183.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-9393 Linear Foot 1,183.000 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0604-2843 Linear Foot 1,183.000 n h 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2401 Set 15.000 01 n k Manhole Frame And Cover 0605-2610 Each 1.000 01 n k Type d-e Endwall 0605-2620 Each 1.000 01 n k Type d-w Endwall 0605-2711 Set 24.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 49.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 55.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2878 Each 1.000 01 n k Type 10 Inlet Box, Height < /= 10` 0605-3010 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3011 Each 9.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0608-0001 Lump Sum 1.000 04 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 880.000 01 n h2 6" Pipe Underdrain Type i Backfill 0615-0022 Linear Foot 40.000 01 n h2 6" Subsurface Drain Outlets 0616-0009 Each 18.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0619-0459 Each 35.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 2,353.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0862 Each 1.000 01 n j Type 2-s Post Anchorage 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 3,088.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0623-0052 Linear Foot 51.000 01 n j1 Single Face Concrete Barrier 0624-0001 Linear Foot 58.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 1.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 3.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 Each 1.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 3.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0627-3050 Linear Foot 1,200.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0628-3050 Linear Foot 2,400.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0630-0001 Linear Foot 4,204.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 151.000 01 n k Plain Concrete Mountable Curb, Type a 0676-0001 Square Yard 1,933.000 01 n k Cement Concrete Sidewalk 0676-0003 Square Yard 12.000 01 n k Sidewalks And Driveway Aprons Through Driveways 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 302.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 302.000 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 302.000 n k Detectable Warning Surface, Polymer Concrete 0696-0639 Each 2.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 4.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0025 Cubic Yard 604.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 1,175.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 1,000.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 1,328.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 146.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 528.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 876.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0121 Square Yard 21,883.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0811-0003 Linear Foot 350.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 7.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 741.000 01 n c1 Rock Apron 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 10.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 54.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 59.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 2,842.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 1,497.000 01 n m2 Compost Filter Sock, 18" Diameter 0871-0001 Each 10.000 01 n c1, h Concrete Anti-Seep Collar 0875-0001 Each 10.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 80.000 05 n q Shadow Vehicle 0901-0120 Each 2.000 05 n q Speed Display Sign 0901-0202 Each 3.000 05 n q Floodlights 0901-0203 Each 2.000 05 n q Arrow Panel 0901-0231 Day 200.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 300.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 400.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 75,157.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 Linear Foot 3,463.000 05 n o 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 53,272.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 3,052.000 05 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 2,041.000 05 n o 24" 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 1,530.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 640.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 70.000 01 n r Post Mounted Signs, Type f 0936-0010 Square Foot 79.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200 Square Foot 112.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0122 Each 75.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0937-0203 Each 10.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0323 Each 11.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0941-0001 Each 8.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type f 4951-0125 Each 2.000 01 n Yes p Proj Traffic Signal Support, 25` Mast Arm Powder Coated 4951-0130 Each 1.000 01 n Yes p Proj Traffic Signal Support, 30` Mast Arm Powder Coated 4951-0135 Each 1.000 01 n Yes p Proj Traffic Signal Support, 35` Mast Arm Powder Coated 4951-2130 Each 6.000 01 n Yes p Proj Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-4012 Each 5.000 01 n Yes p Proj Traffic Signal Support, 12` Pedestal Powder Coated 0951-4022 Each 3.000 01 n p Pedestrian Stub Pole, Type b 4951-4022 Each 9.000 01 n Yes p Proj Pedestrian Stub Pole, Type b Powder Coated 0954-0012 Linear Foot 796.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,070.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 379.000 01 n c1, p8 Trench And Backfill, Type i 0954-0153 Linear Foot 520.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 1,237.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 3,450.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 1,806.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 7.000 01 n p8 Junction Box, Jb-27 0954-0401 Each 3.000 01 n p8 Electrical Service, Type a 4954-0600 Each 2.000 01 n Req p8 Proj Uninterruptible Power Supply (Ups) 0955-3208 Each 29.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 3.000 01 n p Vehicular Signal Head, Four 12" Sections 0955-3210 Each 1.000 01 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 4.000 01 n p Led Countdown Pedestrian Signal Head, Type a 4955-3722 Each 12.000 01 n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Steady Countdown 4956-0500 Each 14.000 01 n Yes p Proj Pedestrian Push Button Latching Led 4956-0771 Each 3.000 01 n Yes p Proj Radar Detection System Dilemma Zone Detection 0960-0001 Linear Foot 32,355.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 43,438.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 216.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,600.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 3,466.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 27.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0222 Each 12.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 20.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0232 Each 2.000 05 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0960-0257 Linear Foot 46.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0962-1025 Each 40.000 05 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1061 Each 17.000 05 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 27.000 05 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0001 Square Foot 1,188.000 05 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 49,242.000 05 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 298.000 05** n o2, o3 6" Pavement Marking Removal 0963-0010 Each 29.000 05 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0965-0001 Linear Foot 66.000 01 n o2 4" White Preformed Thermoplastic Pavement Markings 0965-0005 Linear Foot 66.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0966-0011 Each 233.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 350.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 138.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 72.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 25.000 01 n r Remove Post Mounted Signs, Type f 1018-0060 Lump Sum 1.000 02 n c1, t1 Removal Of Existing Culvert 1999-9999 Hour 2,000.000 06 n z Std Trainees e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed s-35526 a 1001-0223 Pound 100.000 02 n s7 6x6 Epoxy Coated Steel Wwf w4 x w4 a 1002-0053 Pound 8,953.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 02 n c1, t1 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0010 Cubic Yard 177.000 01 n c1, m Proj Planting Soil Furnished And Placed, Bmp-301 9000-0035 Each 4.000 01 n p Proj Managed Network Switch 9000-0036 Each 4.000 01 n p, p8 Proj Fiber Optic Termination Panel (Ftp) 9000-0037 Each 4.000 01 n p Proj Connection Of Communication Cable To Traffic Signal Controllers 9000-0038 Each 2.000 01 n p, p8 Proj Adaptive Key 9000-0040 Each 1.000 01 n p Proj Controller Unit Replacement In Existing Cabinet 9000-0041 Each 3.000 01 n p Proj Nema Ts-2; Type 1 Controller Assembly, Type 1 Mounting Modified 9000-0042 Each 1.000 01 n p Proj Installation Of Traffic Adaptive System 9000-0043 Each 1.000 01 n p Proj Traffic Adapative System 9000-0044 Each 4.000 01 n p Proj Relocate And Reposition Emergency Vehicle Pre-Emption Detector 9000-0045 Each 2.000 01 n p Proj Emergency Pre-Emption System, Three Approaches 9000-0046 Each 1.000 01 n p Proj Emergency Pre-Emption System, Four Approaches 9000-0047 Each 3.000 01 n p Proj Removal Of Traffic Signal Equipment Per Intersection 9000-0048 Each 3.000 01 n p Proj Video Detection System, Three Cameras 9000-0049 Each 1.000 01 n p Proj Video Detection System, Four Cameras 9000-0050 Lump Sum 1.000 01 n p Proj Traffic Signal Control, Unified Command And Control System Setup 9000-0051 Each 5.000 01 n c1, p8 Proj Junction Box 17x30 9000-0052 Each 6.000 01 n p8 Proj Led Luminaire, Arm Mount, Painted 250 Watt Equivalent 9000-0053 Each 2.000 01 n p Proj Accessible Pedestrian System, Two Crossings 9000-0081 Dollar 5,000.000 $1.00 $5,000.00 05 y j Proj Repair Impact Attenuating Device, Type v (Standard), Test Level 3 9000-0100 Linear Foot 171.000 01 n m2 Proj Weighted Sediment Filter Tube, 12" Diameter 9000-0101 Linear Foot 452.000 01 n m2 Proj Weighted Sediment Filter Tube, 18" Diameter 9000-0102 Dollar 25,000.000 $1.00 $25,000.00 01 y Zz Proj Remediation Of Sinkholes 9000-0104 Lump Sum 1.000 01 n h Proj Temporary Stream Diversion, Culvert 9000-0105 Each 79.000 01 n c1 Proj Rock Filter 9000-0106 Lump Sum 1.000 01 n h Proj Temporary Stream Diversion, Pipe 9000-0110 Pound 73.000 01 n m Proj Bio-Retention Seeding 9000-0111 Each 409.000 01 n m Proj Bio-Retention Shrubs (12"-15" Ht.) 9000-0112 Square Yard 12,364.000 01 n c1, m Proj Soil Amendment 9000-0114 Each 2,698.000 01 n m Proj Landscape Restoration Trees 9000-0115 Each 2,241.000 01 n m Proj Landscape Restoration Shrubs 9000-0116 Lump Sum 1.000 01 n m Proj Period Of Plant Establishment 9000-0201 Lump Sum 1.000 05 n p Proj Temporary Traffic Signal At County Line Road And Folly Road 9000-0202 Lump Sum 1.000 05 n p Proj Temporary Traffic Signal At County Line Road And Chestnut Lane/Maggie Way 9000-0203 Lump Sum 1.000 05 n p Proj Temporary Traffic Signal At County Line Road And Keith Valley Road/Kansas Road 9000-0204 Lump Sum 1.000 05 n p Proj Temporary Traffic Signal At County Line Road And Warrington Shopping Center 9000-0205 Lump Sum 1.000 05 n p Proj Temporary Traffic Signal At County Line Road And Easton Road/Privet Road 9000-0206 Each 34.000 05 n p, q Proj Temporary Traffic Signal Timing Changes 9000-0300 Each 6.000 01 n r Std Covid-19 Safety Plan Sign 9000-0500 Lump Sum 1.000 50 n h Proj Installation Of Hwsa Facilities 9000-0800 Each 5.000 01 n c1 Proj Test Holes 9000-0900 Each 2.000 01 n h Proj Relocate Fire Hydrant 9000-0901 Each 2.000 01 n h Proj Adjust Fire Hydrant Finshed Elevation 9000-0902 Each 1.000 01 n h Proj Replace Fire Hydrant 9000-0903 Each 16.000 01 n h Proj 0 To 15 Inch Diameter Utility Casting Adjustment To Grade Greater Than 8 Inches - Type a - Flexible Base 9000-1000 Linear Foot 40.000 01 n h Proj 6" Pvc Pipe, Schedule 40 9000-1104 Each 4.000 01 n x Std Professional Services 9694-6002 Each 29.000 01 n x Std Design Of Concrete Curb Ramps, District 6 9999-9950 Each 1.000 $388.00 $388.00 01 y h Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 7.000 $365.00 $2,555.00 60 y h Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 2.000 $473.00 $946.00 01** y h Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 10.000 $477.00 $4,770.00 42 y h Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $591.00 $591.00 01 y h Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $567.00 $567.00 01 y h Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $690.00 $690.00 01 y h Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 19.000 $713.00 $13,547.00 60 y h Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 3.000 $908.00 $2,724.00 01** y h Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 2.000 $735.00 $1,470.00 60 y h Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $951.00 $951.00 01 y h Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,183.00 $1,183.00 01 y h Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Vertical Foot 1.000 $558.00 $558.00 01 y h Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $250.00 $250.00 01 y h Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $404.00 $404.00 01 y h Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $279.00 $279.00 01 y h Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $465.00 $465.00 01 y h Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9967 Each 1.000 $495.00 $495.00 01 y h Std 201 Box Adjustment For Resurfacing

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.