Design activities are limited to: Temp. Traffic Signal

This is a partial Design Build roadway project. Design activities are limited to: temporary traffic signal. The description and location of the project is as follows: For the bridge rehabilitation, bituminous approach, concrete pavement reconstruction, drainage, guide rail, barrier, curb and sidewalk, signing and pavement markings, signals, waterline relocation, and other miscellaneous construction, all within a length of 1,462.75 linear feet (0.277 miles) as indicated on the approved drawings included in the bid package for State Route 0050, Section A28 (Millers Run Road), and State Route 3034, Section a12 (Chartiers Street), In Allegheny County, South Fayette Township And Borough Of Bridgeville, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 610 feet west of the intersection of Millers Run Road and Washington Pike at Segment 0101 Offset 0488 (Station 205+00) to a point approximately 20 feet east of the intersection of Werner Street and Chartiers Street at Segment 0010 Offset 0497 (Station 32+41). Design Items Expand/Collapse Project: Standard / Penndot Oversight Nhs Advertised Short Description: Design Activities Are Limited To: Temp. Traffic Signal Org Code: 1100 County: Allegheny Sr: 50 Section: a28 District: 11 Group Id: Pa 50/Chartiers Street Municipality: South Fayette t Items View: Records 1 To 254 Of 254 Go To First Page - Not Available Go To Previous Page - Not Available Page 1 Of 1 Go To Next Page - Not Available Go To Last Page - Not Available Records Per Page: Alt Itemunit Of Measurequantityunit Price Item Totalfc Pdpmod Descciswccspec Provaction 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0202-0007 Lump Sum 1.000 01 n b Demolition 0202-0009 Lump Sum 1.000 01 n b Demolition 0202-0010 Lump Sum 1.000 01 n b Demolition 0202-0011 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 15,399.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 321.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 499.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 478.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 58.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 1,057.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0266 Cubic Yard 935.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0281 Cubic Yard 5,996.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 23.000 01 n c Special Rolling 0212-0001 Linear Foot 2,056.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 10,178.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 8,993.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 8.000 01 n k1 Flowable Backfill, Type c 0313-0320 Square Yard 1,992.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0324 Square Yard 2,545.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 4,376.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 6,491.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 305.000 01 n c, e Subbase (No. 2a) 0360-0001 Square Yard 4,444.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth 0413-0195 Square Yard 1,992.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0382 Square Yard 1,167.000 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-e 0413-6070 Square Yard 2,545.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 6,422.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0501-0020 Square Yard 237.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0082 Square Yard 3,910.000 01 n g Accelerated Plain Cement Concrete Pavement, 10" Depth 0501-0086 Square Yard 3,205.000 01 n g Accelerated Plain Cement Concrete Pavement, 12" Depth 0516-4010 Square Yard 11.000 01 n g1 Accelerated Concrete Pavement Patching, Skewed Joints, Type a, 10" Depth 0516-9001 Square Yard 25.000 01 n g1 Full Depth Corner Repair 0521-0001 Linear Foot 920.000 01 n g4 Transverse Joint Cleaning And Sealing 0525-0031 Square Foot 220.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Accelerated 0525-0036 Linear Foot 920.000 01 n g4 Concrete Pavement Partial-Depth Repair, Joint Sealing 0601-7008 Linear Foot 12.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill e 0601-7014 Linear Foot 294.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-0773 Linear Foot 294.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7028 Linear Foot 184.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-0775 Linear Foot 184.000 01 n h 24" Ductile Iron Pipe, 100 Year Design Life e 0601-7313 Linear Foot 638.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0763 Linear Foot 638.000 01 n h 18" Ductile Iron Pipe 0604-7014 Linear Foot 31.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15' - 2' Fill, 100 Year Design Life e 0604-7313 Linear Foot 176.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill o 0604-9363 Linear Foot 176.000 01 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0604-2823 Linear Foot 176.000 01 n h 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-1300 Each 5.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 6.000 01 n k Manhole Frame And Cover 0605-2600 Each 5.000 01 n k Type d Endwall 0605-2711 Set 9.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 4605-2711 Set 5.000 01 n Yes k Proj Type c Concrete Top Unit And Bicycle Safe Grate 4" Curb Height 0605-2731 Set 7.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2761 Set 1.000 01 n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 13.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 3.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-2855 Each 2.000 01 n k Type 4 Inlet Box, Height > 10' And < /= 20' 0605-2863 Each 1.000 01 n k Type 6 Inlet Box, Height > 10' And < /= 20' 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10' 0605-3011 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0605-3030 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height < /=5' 0605-3032 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >10' And < /= 20' 0605-3041 Each 1.000 01 n k Type 7 Manhole, Storm Water, Height >5' And < /= 10' 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 6.000 01 n k Rebuilt Inlet Box 0607-0014 Vertical Foot 3.000 01 n k Rebuilt Type m Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 2,056.000 01 n h2 6" Pavement Base Drain 0615-0066 Each 7.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0021 Each 1.000 01 n h Concrete Collar For 15" Pipe Extension 0618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0470 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0014 Each 1.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 4620-0014 Each 1.000 01 n Yes j Proj Thrie-Beam To Pa Bridge Barrier Transition Curved 0620-0400 Each 6.000 01 n j Terminal Section, Single 0620-0502 Linear Foot 1,574.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-0567 Each 11.000 01 n j Breakaway Wood Post, 6' Length 0620-1600 Linear Foot 1,338.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 100.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0624-0001 Linear Foot 20.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0275 Linear Foot 48.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0300 Each 1.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0627-3020 Linear Foot 90.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 1,361.000 01 n k Plain Cement Concrete Curb 4630-0002 Linear Foot 588.000 01 n Yes k Proj Plain Cement Concrete Curb 4" Reveal 0630-0010 Linear Foot 426.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0200 Linear Foot 1,134.000 01 n k Plain Concrete Mountable Curb, Type a 0660-0008 Linear Foot 1,607.000 01 n f3 Milled Concrete Pavement Shoulder Rumble Strips 0660-0009 Linear Foot 396.000 01 n f3 Milled Concrete Pavement Edgeline Rumble Strips 0660-0010 Linear Foot 200.000 01 n f3 Milled Concrete Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0676-0001 Square Yard 366.000 01 n k Cement Concrete Sidewalk 4686-0020 Lump Sum 1.000 01 n Yes x Proj Construction Surveying, Type b Proposed Features 0686-0050 Lump Sum 1.000 14 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 12 n x Construction Surveying, Type d 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation e 0695-0002 Square Foot 93.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 93.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 93.000 01 n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 17.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 295.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 113.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 34.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 35.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0103 Square Yard 2,589.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 136.000 01** n c1 Rock, Class r-4 0850-0036 Cubic Yard 470.000 14 n c1 Rock, Class r-8 0851-0003 Square Yard 62.000 01 n c1 Rock Apron 0854-0002 Each 5.000 01 n h Temporary Slope Pipe 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 4860-0000 Each 2.000 01 n Yes m2 Proj Inlet Filter Bag For Type m Inlet For d-h Inlet 0860-0002 Each 16.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,895.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 85.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 150.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 4.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0901-0701 Each 1.000 01 n p Temporary Traffic Signals (Permanent Only) 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0901-0712 Each 2.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0910-0002 Each 1.000 01 n c1, p8 Junction Boxes j.b.-2 0910-0005 Each 1.000 01 n c1, p8 Junction Boxes j.b.-12 0910-4116 Linear Foot 1,314.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 101.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 48.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 231.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0106 Each 30.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 30.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0320 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0321 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0937-0339 Each 7.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 4951-0125 Each 1.000 01 n Yes p Proj Traffic Signal Support, 25' Mast Arm Support Overhead Cable 0951-0128 Each 1.000 01 n p Traffic Signal Support, 28' Mast Arm 4951-0148 Each 1.000 01 n Yes p Proj Traffic Signal Support, 48' Mast Arm , Support Overhead Cable 0951-4014 Each 1.000 01 n p Traffic Signal Support, 14' Pedestal 4951-4020 Each 4.000 01 n Yes p Proj Pedestrian Stub Pole , Includes Class Aa Cement Concrete 0952-1020 Each 2.000 01 n p Nema Ts-1 Controller Assembly, Type 1 Mounting 0954-0012 Linear Foot 486.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 462.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 569.000 01 n c1, p8 Trench And Backfill, Type i 4954-0152 Linear Foot 30.000 01 n Yes c1, p8 Std Trench And Backfill, Type Ii , Includes Sidewalk Replacement 0954-0154 Linear Foot 49.000 01 n c1, p8 Trench And Backfill, Type Iv 0954-0201 Linear Foot 4,857.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 5,471.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 1,302.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 4954-0302 Each 2.000 01 n Yes p8 Proj Junction Box, Jb-27 , Polymer Concrete 0954-0403 Each 3.000 01 n p8 Electrical Service, Type c 4954-0600 Each 2.000 01 n Yes p8 Proj Uninterruptible Power Supply (Ups) And Battery Backup System 4955-3208 Each 6.000 01 n Yes p Std Vehicular Signal Head, Three 12" Sections , Material Specifications 4955-3209 Each 3.000 01 n Yes p Std Vehicular Signal Head, Four 12" Sections , Material Specifications 4955-3210 Each 1.000 01 n Yes p Std Vehicular Signal Head, Five 12" Sections , Material Specifications 0955-3722 Each 6.000 01 n p Led Countdown Pedestrian Signal Head, Type a 4956-0500 Each 6.000 01 n Yes p Std Pedestrian Push Button Material Specification 0956-0802 Each 1.000 01 n p Acoustic Preemption System 0960-0001 Linear Foot 225.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 625.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0006 Linear Foot 318.000 01 n o2 6" Yellow Hot Thermoplastic Pavement Markings 0960-0026 Linear Foot 33.000 01 n o2 24" White Hot Thermoplastic Transverse Pavement Markings 0960-0101 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0220 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0228 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0963-0001 Square Foot 2,086.000 01 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 5,381.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 2,392.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 4,228.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 2,719.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 859.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 692.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 80.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0101 Each 5.000 01 n o3 White Epoxy Legend, "Only", 8' - 0" 0964-0222 Each 3.000 01 n o3 White Epoxy Legend, "Right Arrow", 12' - 0" x 3' - 0" 0964-0224 Each 3.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0964-0226 Each 4.000 01 n o3 White Epoxy Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0964-0228 Each 4.000 01 n o3 White Epoxy Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0964-0232 Each 2.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Right Lane" , 18'-0" x 5'-6" 0964-0255 Linear Foot 12.000 01 n o3 White Epoxy Legend, "Yield Line" , 12" x 18" Triangle, (Min 6 Triangles Per Line) 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type f 1006-1015 Linear Foot 44.000 11 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1060 Linear Foot 2.000 11 n u1 48" Diameter Drilled Caissons, Shaft Section In Rock 5018-0050 Lump Sum 1.000 14 n Req t1 Proj Removal Of Portion Of Existing Bridge 1091-0331 Linear Foot 30.000 14 n k1 Epoxy Injection Crack Seal 1999-9999 Hour 2,000.000 01 n z Std Trainees e 8110-0001 Lump Sum 1.000 13 n Yes t Std Bridge Structure, As Designed, s-37872 a 1002-0053 Pound 162,145.000 13 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 5.000 13 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 8.000 13 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0146 Each 2.000 13 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1003-0016 Each 264.000 13 n s2 Dowel Holes, 15" Depth a 9000-0018 Each 47.000 13 n s2 Proj Dowel Holes, 26" Depth a 9000-0019 Each 80.000 13 n s2 Proj Dowel Holes, 30" Depth o 8100-0001 Lump Sum 1.000 13 n t Std Steel Bridge Structure o 8000-0001 Lump Sum 1.000 13 n s Std Prestressed Concrete Bridge Structure e 8610-0001 Lump Sum 1.000 12 n Yes s2 Std Moment Slab, As Designed, s-39005 a 1002-0053 Pound 11,939.000 12 n s7 Reinforcement Bars, Epoxy Coated o 8620-0001 Lump Sum 1.000 12 n h2 Std Prefabricated Retaining Wall 8948-0001 Lump Sum 1.000 11 n Yes t Proj Steel Sign Structure - Frame Monopipe, s-39006 9000-0001 Each 2.000 01 n p Proj Relocate And Reconnect Traffic Adaptive Equipment 9000-0002 Each 4.000 01 n p Proj Relocate And Reconnect Traffic Adaptive Camera 9000-0003 Each 1.000 01 n p Proj Relocate And Reconnect Wireless Communication System 9000-0004 Each 1.000 01 n p, p4 Proj Rewire Sr 0050 (Millers Run Rd) & Sr 3003 (Washington Pike) 9000-0005 Each 1.000 01 n c1, h, m2 Proj Dumpster Sediment Trap 9000-0006 Dollar 8,000.000 $1.00 $8,000.00 01 y h, k Proj Unforeseen Drainage Connections 9000-0007 Each 5.000 01 n x Proj 1" a-36 Steel Plate 9000-0008 Each 7.000 01 n k Proj Temporary Inlet Cap 9000-0010 Lump Sum 1.000 01 n p1 Proj Video Monitoring 9000-0011 Hour 281.000 01 n x Proj Pedestrian Shuttle Service During Construction 9000-0013 Dollar 7,500.000 $1.00 $7,500.00 01 y x Proj Site Work Plan 9000-0014 Dollar 2,900.000 $1.00 $2,900.00 01 y c Proj Stockpoling Of Soil 9000-0015 Dollar 3,800.000 $1.00 $3,800.00 01 y x Proj Solids Sampling For Disposal Parameters 9000-0016 Dollar 18,700.000 $1.00 $18,700.00 01 y c1 Proj Off-Site Disposal Of Residual Waste 9000-0017 Dollar 3,800.000 $1.00 $3,800.00 01 y c1 Proj Solids Sampling And Analysis For Clean Fill 9000-0020 Dollar 4,000.000 $1.00 $4,000.00 01 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0021 Each 1.000 01 n p, p1 Proj Relocate And Reconnect Video Surveillance Camera Cabinet 9000-0022 Linear Foot 2,127.000 01 n p4 Proj Ethernet Cable 9000-0023 Each 1.000 01 n p Proj Traffic Signal Support, 42'-36' Dual Mast Arm, Support Overhead Cable 9000-0050 Cubic Yard 200.000 14 n c1 Proj Existing Rock, Choked With Rock, Class r-4 9000-0051 Cubic Yard 410.000 14 n c1 Proj Rock, Class r-8 Grouted 9000-0052 Cubic Yard 285.000 14 n c1 Proj Rock, Class r-8, Choked With Rock, Class r-4 9000-0053 Cubic Yard 30.000 14 n c1 Proj Overexcavation And Backfilling Under Foundations 9000-0054 Dollar 20,000.000 $1.00 $20,000.00 14 y k, s2 Proj Unforseen Concrete Repairs 9000-0055 Lump Sum 1.000 14 n q, s2 Proj Temporary Steel Plate, Mounted To Existing Structure 9000-0056 Lump Sum 1.000 14 n x Proj Vibration Monitoring And Control 9000-0057 Each 4.000 95 n r Std Covid-19 Safety Plan Sign 9000-1001 Lump Sum 1.000 60 n h Proj Waterline Relocation 9000-1002 Each 3.000 01 n k Proj Grade Adjustment Of Sanitary Sewer Manhole 9000-5010 Lump Sum 1.000 21 n x Proj Design Of Temporary Traffic Signal (Permanent Only) 9000-6061 Each 3.000 01 n k Std Grade Adjustment Of Existing Valve Box, Adjustment Only 9000-6062 Set 3.000 01 n k Std Grade Adjustment Of Existing Valve Box, Material Only 9000-9001 Cubic Foot 12.000 14 n s2 Std Repair Deteriorated Concrete 9000-9011 Dollar 50,000.000 $1.00 $50,000.00 01 y x Std Off Duty Uniformed Police Officer 9000-9014 Linear Foot 52.000 01 n k Std Temporary Lane Separator Curb 9203-0101 Lump Sum 1.000 14 n c1, s5 Std Temporary Excavation Support And Protection System, s-37872 9203-0102 Lump Sum 1.000 12 n c5, u Std Temporary Excavation Support And Protection System, s-39005

Division 10 -	Specialties, Signage.
Division 32 -	Exterior Improvements, Curbs, Gutters, Sidewalks, and Driveways.
Division 34 -	Transportation, Transportation Signaling and Control Equipment, Roadway Signaling and Control Equipment, Traffic Signals, Traffic Control Equipment, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.