Design Activities Are Limited to: Traffic Control Plan

The description and location of the project is as follows: This is a Partial Design Build project. Design activities are limited: Traffic Control Plan For the bridge preservation, painting, wall preservations, sound barriers, sign structures, full-depth reconstruction with either concrete or asphalt pavement, drainage, barrier and guiderail, curb and sidewalk, signing and pavement marking, signals, and other miscellaneous construction, all within a length of 9,770.68 Linear Feet (1.851 Miles) as indicated on the approved drawings included in the Bid Package for State Route 28 Section a5, State Route 1001 Section a58, And State Route and associated interchange ramps (S.R. 8050, 8052, and 8082) in Allegheny County, o’Hara Township, Sharpsburg, Aspinwall, And Fox Chapel Boroughs, And The City Of Pittsburgh, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 1,800 feet north of S.R. 1003 (North Canal Street/Kittanning Pike) at Segments 0160 NB/0161 SB Offsets 1980 NB/2061 SB (Stations 349+39 NB/350+00 SB) to a point approximately 1,500 feet north of Delafield Avenue at Segments 0190 NB/0191 SB Offsets 0709 NB/1751 SB (Stations 422+63 NB/428+40 SB). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,881.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 95.000 01 n c1 Class 1b Excavation 0203-0005 Cubic Yard 9,220.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 960.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 439.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 2,915.000 01 n c1, h Cleaning Existing Ditches Excavation 0204-0100 Cubic Yard 894.000 15** n c1, s1, t1 Class 3 Excavation 0205-0263 Cubic Yard 92.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 801.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0265 Cubic Yard 29.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0281 Cubic Yard 11,095.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 580.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0292 Cubic Yard 560.000 15** n c1, s4 Structure Backfill 0208-0001 Hour 100.000 01 n c Special Rolling 0212-0001 Linear Foot 21,978.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 6,798.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 27,656.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0223-0001 Square Foot 11,640.000 01 n m2 Geosynthetic Reinforced Soil Slope, Type a 0313-0434 Square Yard 261.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0313-0437 Ton 124.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 271.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 1,408.000 01 n c, e Subbase 8" Depth (No. 2a) 0404-0012 Dollar 4,800.000 $1.00 $4,800.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0244 Square Yard 6,198.000 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-e 0413-0298 Square Yard 565.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2074 Ton 267.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6048 Square Yard 173.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3 1/2" Depth 0413-6055 Square Yard 565.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 8,189.000 01 n f4 Asphalt Tack Coat 0461-0002 Gallon 1,726.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 6,049.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 42.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0030 Square Yard 227.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0503-0001 Square Yard 9,782.000 01 n g1, k2 Protective Coating For Cement Concrete Pavements And Shoulders 0505-0001 Square Yard 232.000 01 n g, g1 Bridge Approach Slab 0515-0001 Linear Foot 1,831.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays e 0530-0023 Square Yard 43,738.000 01 n g Long-Life Concrete Pavement With Water/Cement Incentive, 11 1/2" Depth a 0203-0001 Cubic Yard 68,015.000 01 n c Class 1 Excavation a 0205-0263 Cubic Yard 9,164.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 a 0205-0267 Cubic Yard 4,670.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 a 0212-0014 Square Yard 72,462.000 01 n c3, h, m2 Geotextile, Class 4, Type a a 0350-0104 Square Yard 71,339.000 01 n c, e Subbase 4" Depth (No. 2a) a 0350-0108 Square Yard 1,164.000 01 n c, e Subbase 8" Depth (No. 2a) a 0501-0030 Square Yard 6,592.000 01 n g Plain Cement Concrete Pavement, 9" Depth a 0501-0032 Square Yard 9,112.000 01 n g Plain Cement Concrete Pavement, 10" Depth a 0501-0810 Each 6.000 01 n g, g1 Concrete Pavement Cores, 9" Depth a 0501-0812 Each 6.000 01 n g, g1 Concrete Pavement Cores, 10" Depth a 0503-0001 Square Yard 59,442.000 01 n g1, k2 Protective Coating For Cement Concrete Pavements And Shoulders a 0504-0001 Linear Foot 636.000 01 n g1, g4 Pavement Relief Joint a 0530-0107 Each 32.000 01 n g1 Concrete Pavement Cores (Llcp), 11 1/2" Depth a 0960-0002 Linear Foot 5,850.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings a 0960-0005 Linear Foot 5,027.000 01 n o2 6" White Hot Thermoplastic Pavement Markings a 0960-0021 Linear Foot 59.000 01 n o2 24" White Hot Thermoplastic Pavement Markings a 0960-0022 Linear Foot 606.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings a 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" a 0960-0220 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" a 0960-0222 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" a 0960-0224 Each 7.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" a 0960-0226 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" a 0960-0232 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" a 0964-0001 Linear Foot 4,831.000 01 n o 4" White Epoxy Pavement Markings a 0964-0002 Linear Foot 22,980.000 01 n o 4" Yellow Epoxy Pavement Markings a 0964-0005 Linear Foot 25,861.000 01 n o 6" White Epoxy Pavement Markings a 0964-0008 Linear Foot 7,330.000 01 n o 8" White Epoxy Pavement Markings a 0964-0021 Linear Foot 680.000 01 n o 24" White Epoxy Pavement Markings a 0964-0101 Each 2.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" a 0964-0112 Each 2.000 01 n o3 White Epoxy Legend, "Ped" , 8`-0" a 0964-0222 Each 2.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" a 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" a 0964-0230 Each 1.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23`-0" a 0964-0232 Each 2.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Right Lane" , 18`-0" x 5`-6" a 0964-0233 Each 2.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Left Lane" , 18`-0" x 5`-6" a 0964-0256 Linear Foot 28.000 01 n o3 White Epoxy Legend, "Yield Line" , 24" x 36" Triangle, (Min 4 Triangles Per Line) a 1002-0192 Pound 149,588.000 01 n s7 Reinforcement Bars, Epoxy Coated a 1002-0193 Pound 183,520.000 01 n s7 Reinforcement Bars, Epoxy Coated a 8710-0008 Lump Sum 1.000 40 n Yes s5 Std Sound Barrier Wall, As-Designed, s-38818b a 8710-0009 Lump Sum 1.000 41 n Yes s5 Std Sound Barrier Wall, As-Designed, s-38819b a 9000-0162 Square Yard 66,492.000 01 n e Proj Treated Permeable Base Course, 4" Depth a 9000-0167 Lump Sum 1.000 01 n g Proj Moment Slab 1 (At-Grade) a 9000-0168 Lump Sum 1.000 01 n g Proj Moment Slab 2 (At-Grade) a 9000-0169 Lump Sum 1.000 01 n g Proj Moment Slab 3 (At-Grade) o 0419-1326 Square Yard 50,276.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, 9.5 Mm Mix, 1 1/2" Depth, Srl-e a 0203-0001 Cubic Yard 75,788.000 01 n c Class 1 Excavation a 0205-0263 Cubic Yard 9,245.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 a 0205-0267 Cubic Yard 4,574.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 a 0212-0014 Square Yard 71,177.000 01 n c3, h, m2 Geotextile, Class 4, Type a a 0313-0426 Square Yard 46,439.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth a 0313-0432 Square Yard 6,762.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth a 0313-0434 Square Yard 9,130.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth a 0313-0437 Ton 85.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix a 0313-0526 Square Yard 46,439.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 6" Depth a 0313-0537 Ton 1,225.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix a 0350-0108 Square Yard 71,177.000 01 n c, e Subbase 8" Depth (No. 2a) a 0413-0297 Square Yard 7,003.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e a 0413-0298 Square Yard 9,126.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h a 0413-6055 Square Yard 16,133.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth a 0413-8074 Square Yard 50,243.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64e-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth a 0460-0001 Square Yard 199,079.000 01 n f4 Asphalt Tack Coat a 0960-0001 Linear Foot 4,831.000 01 n o2 4" White Hot Thermoplastic Pavement Markings a 0960-0002 Linear Foot 28,691.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings a 0960-0005 Linear Foot 30,749.000 01 n o2 6" White Hot Thermoplastic Pavement Markings a 0960-0008 Linear Foot 7,330.000 01 n o2 8" White Hot Thermoplastic Pavement Markings a 0960-0021 Linear Foot 739.000 01 n o2 24" White Hot Thermoplastic Pavement Markings a 0960-0022 Linear Foot 606.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings a 0960-0101 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" a 0960-0112 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Ped", 8` - 0" a 0960-0220 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" a 0960-0222 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" a 0960-0224 Each 9.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" a 0960-0226 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" a 0960-0230 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" a 0960-0232 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" a 0960-0233 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Left t Lane", 18` - 0" x 5` - 6" a 0960-0257 Linear Foot 28.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) a 1002-0190 Pound 127,414.000 01 n s7 Reinforcement Bars, Epoxy Coated a 1002-0191 Pound 136,600.000 01 n s7 Reinforcement Bars, Epoxy Coated a 8710-0001 Lump Sum 1.000 40 n Yes s5 Std Sound Barrier Wall, As-Designed, s-38818a a 8710-0002 Lump Sum 1.000 41 n Yes s5 Std Sound Barrier Wall, As-Designed, s-38819a a 9000-0157 Lump Sum 1.000 01 n g Proj Moment Slab 1 (Buried) a 9000-0158 Lump Sum 1.000 01 n g Proj Moment Slab 2 (Buried) a 9000-0159 Lump Sum 1.000 01 n g Proj Moment Slab 3 (Buried) e 0601-0413 Linear Foot 714.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-1683 Linear Foot 714.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage o 0601-7710 Linear Foot 714.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-0413 Linear Foot 711.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-1683 Linear Foot 711.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage e 0601-0413 Linear Foot 51.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-7710 Linear Foot 51.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-0415 Linear Foot 660.000 01 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-1905 Linear Foot 660.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-7718 Linear Foot 660.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-0417 Linear Foot 83.000 01 n h 30" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-1907 Linear Foot 83.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-7725 Linear Foot 83.000 01 n h 30" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box e 0601-0419 Linear Foot 43.000 01 n h 36" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-1909 Linear Foot 43.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-7356 Linear Foot 43.000 01 n h 36" Reinforced Concrete Pipe, Type b, 20` - 2` Fill 0601-0973 Linear Foot 8.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-0973 Linear Foot 2,957.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7511 Linear Foot 2,957.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-1683 Linear Foot 181.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage o 0601-1763 Linear Foot 181.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage o 0601-9033 Linear Foot 181.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-1905 Linear Foot 545.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-7517 Linear Foot 545.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-1927 Linear Foot 689.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 0601-7528 Linear Foot 689.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-5431 Cubic Yard 16.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 2,927.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 465.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" e 0601-7505 Linear Foot 5.000 01 n h 12" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, Shore/Trench Box o 0601-0760 Linear Foot 5.000 01 n h 12" Ductile Iron Pipe 0601-7507 Linear Foot 45.000 01 n h 15" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box e 0601-7523 Linear Foot 541.000 01 n h 27" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1927 Linear Foot 541.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0604-7509 Linear Foot 2,015.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-1934 Linear Foot 2,015.000 01 n h 24" x 18" Perforated Corrugated Aluminized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2701 Each 4.000 01 n k Bicycle Safe Inlet Grate 0605-2711 Set 49.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 4.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 18.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 100.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2784 Set 3.000 01 n k Type m Frame And Ada Compliant Grate 0605-2850 Each 139.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 7.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2854 Each 13.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 5.000 01 n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2858 Each 2.000 01 n k Type 5 Inlet Box, Height < /= 10` 0605-2862 Each 2.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-2863 Each 1.000 01 n k Type 6 Inlet Box, Height > 10` And < /= 20` 0605-3011 Each 4.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3013 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >20` And < /= 30` 0605-3031 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0605-3032 Each 3.000 01 n k Type 6 Manhole, Storm Water, Height >10` And < /= 20` 0605-3033 Each 4.000 01 n k Type 6 Manhole, Storm Water, Height >20` And < /= 30` 0606-0050 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 0607-0200 Vertical Foot 3.000 01 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0006 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-0003 Linear Foot 230.000 01 n h2 8" Pipe Underdrain, Type i Backfill 0610-7002 Linear Foot 21,748.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 24.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0610-8000 Linear Foot 2,520.000 01 n h2 Prefabricated Pavement Base Drain 0612-0001 Linear Foot 601.000 01 n c1, h Subgrade Drains 0613-0001 Cubic Yard 2.000 01 n c1, h Stone Backfill For Miscellaneous Drainage 0615-0022 Linear Foot 119.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 10.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 10.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-0602 Each 4.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0616-1302 Each 16.000 01 n h Slope Pipe Fittings For 18" Pipe 0618-0020 Each 1.000 01 n h Concrete Collar For 12" Pipe Extension 0618-0021 Each 1.000 01 n h Concrete Collar For 15" Pipe Extension 0618-0022 Each 34.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0024 Each 5.000 01 n h Concrete Collar For 24" Pipe Extension 0618-0026 Each 1.000 01 n h Concrete Collar For 30" Pipe Extension 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 6.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 14.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 8.000 01 n j Terminal Section, Single 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 13,259.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 138.000 01 n j Guide Rail Element 0620-0873 Each 1.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 10.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 5,594.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 138.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 300.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 63.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 3.000 01 n j Type 31-Strong Post Anchor Terminal 0622-0001 Linear Foot 749.000 01 n j1 Concrete Glare Screen 4622-0001 Linear Foot 1,628.000 01 n Yes j1 Proj Concrete Glare Screen Single Face 0623-0001 Linear Foot 295.000 01 n j1 Concrete Median Barrier 4623-0001 Linear Foot 516.000 01 n Yes j1 Proj Concrete Median Barrier Cast-In-Place, 42" Height 0623-0052 Linear Foot 663.000 01 n j1 Single Face Concrete Barrier 4623-0052 Linear Foot 13,433.000 01 n Yes j1 Proj Single Face Concrete Barrier 42" Height 0623-0109 Each 1.000 01 n j1 End Transition, Concrete Median Barrier 4623-0122 Each 6.000 01 n Yes j1 Proj End Transition, Single Face Concrete Barrier 20:1 0623-0275 Linear Foot 8,820.000 01 n j1 Removal Of Existing Concrete Median Barrier 0630-0001 Linear Foot 4,290.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 5,062.000 01 n Yes k Proj Plain Cement Concrete Curb 4" Reveal 0640-0005 Square Yard 698.000 01 n k Plain Cement Concrete Gutter 4640-0005 Square Yard 319.000 01 n Yes k Proj Plain Cement Concrete Gutter Wall 10 4659-0001 Square Yard 1,157.000 01 n Yes f4 Proj High Friction Surface Treatment (Hfst) Includes Performance Testing 0660-0025 Linear Foot 9,127.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 4676-0001 Square Yard 1,216.000 01 n Yes k Proj Cement Concrete Sidewalk Including Removal Of Existing 4676-0003 Square Yard 95.000 01 n Yes k Proj Sidewalks And Driveway Aprons Through Driveways Including Removal Of Existing 0680-0121 Square Yard 113.000 15** n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 5,000.000 $1.00 $5,000.00 01 y x Semi-Formal Facilitation e 0695-0002 Square Foot 70.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 70.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 70.000 01 n k Detectable Warning Surface, Polymer Composite 4802-0001 Cubic Yard 120.000 01 n Yes c1, m Proj Topsoil Furnished And Placed Modified 0804-0001 Pound 99.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 362.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 17.000 01 n m3 Seeding - Formula e, Including Mulch 4805-0015 Square Yard 467.000 01 n Yes m3 Proj Mulching - Shredded Bark Planted Areas 4805-0044 Square Yard 467.000 01 n Yes m3 Proj Mulching - Spent Mushroom Soil Compost With Tilling 0806-0110 Square Yard 5,277.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0808-3960 Each 500.000 01 n m Red Chokeberry - (18" Ht. b.r. Or Container) 0808-4090 Each 250.000 01 n m Silky Dogwood - (18" Ht. b.r.) 0808-7150 Each 500.000 01 n m Joe-Pye Weed (Plug) 0811-0003 Linear Foot 1,183.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 25,000.000 $1.00 $25,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 7.000 01 n c1 Rock Construction Entrance 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 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 31.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 157.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,933.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 2,543.000 01 n m2 Compost Filter Sock, 24" Diameter 4901-0120 Each 2.000 01 n Yes q Proj Speed Display Sign Modified 0901-0231 Day 5,000.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 10,000.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 1,000.000 01 n q, r Additional Traffic Control Signs 4901-0450 Each 8.000 01 n Yes q Proj 3-Line Changeable Message Sign With Telecommunications Modified 4901-0460 Each 2.000 01 n Yes q Proj Full-Matrix Changeable Message Sign With Telecommunications Modified 4910-0002 Each 51.000 01** n Yes c1, p8 Proj Junction Boxes j.b.-2 Labeled 4910-0005 Each 3.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-12 Labeled 4910-0006 Each 18.000 15** n Yes c1, p8 Proj Junction Boxes j.b.-25 Labeled 0910-0154 Each 48.000 01 n p8 Pole Foundation, Type Fc 0910-0244 Each 4.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0250 Each 2.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0262 Each 1.000 01 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-0264 Each 8.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-0270 Each 3.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-0322 Each 14.000 01 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0324 Each 7.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0326 Each 1.000 01 n p8 Steel Lighting Pole With 10-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0330 Each 18.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0332 Each 1.000 01 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0344 Each 1.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (40-Foot Mounting Height) Type s 0910-0350 Each 2.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type s 0910-2108 Each 1.000 01 n p8 10-Foot Steel Bracket Arm 0910-3051 Each 30.000 01 n p8 High Mast Luminaire (Led) 0910-4064 Linear Foot 16,144.000 01 n p8 Awg 4 Above Ground Cable, Copper, 1 Conductor 0910-4065 Linear Foot 7,384.000 01 n p8 Awg 6 Above Ground Cable, Copper, 1 Conductor 0910-4066 Linear Foot 11,373.000 01 n p8 Awg 8 Above Ground Cable, Copper, 1 Conductor 0910-4114 Linear Foot 64,574.000 01 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 29,354.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 51,252.000 01** n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 6,950.000 01** n c1, p8 2" Direct Burial Conduit 0910-5175 Linear Foot 500.000 01 n c1, p8 2" Exposed Conduit 0910-5255 Linear Foot 1,419.000 15** n c1, p8 2" Conduit In Structure 0910-5259 Linear Foot 465.000 17** n c1, p8 3" Conduit In Structure 0910-5400 Linear Foot 1,044.000 01** n c1, p8 Conduit Sleeve 0910-6000 Linear Foot 5,760.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0920-0001 Lump Sum 1.000 01 n p8 Sign Lighting - Entire Project 0930-0004 Square Foot 450.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 2,654.000 01 n r Steel s Or w Beam Posts 0931-0003 Square Foot 343.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 359.000 01 n r Post Mounted Signs, Type c 0933-0001 Square Foot 92.000 01 n r Post Mounted Signs, Type d 0934-0002 Square Foot 253.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 181.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 5,537.000 01** n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 277.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0104 Each 75.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 32.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 75.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 32.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0200 Each 80.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/b) 0937-0201 Each 174.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0210 Each 80.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 174.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 20.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0215 Each 20.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/r) 0937-0330 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 45.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 17.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0940-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type a 0941-0001 Each 12.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 3.000 01 n r Reset Post Mounted Signs, Type c 0944-0003 Each 2.000 01 n r Reset Post Mounted Signs, Type e 0945-0001 Each 11.000 01 n r Reset Post Mounted Signs, Type f 0948-0101 Lump Sum 1.000 52 n r1 Steel Sign Structure - Span, With Box Shaped Truss 0948-0102 Lump Sum 1.000 53 n r1 Steel Sign Structure - Span, With Box Shaped Truss 0948-0103 Lump Sum 1.000 54 n r1 Steel Sign Structure - Span, With Box Shaped Truss 0948-0104 Lump Sum 1.000 55 n r1 Steel Sign Structure - Span, With Box Shaped Truss 0948-0300 Lump Sum 1.000 56 n r1 Steel Sign Structure - Cantilever 0951-0122 Each 1.000 01 n p Traffic Signal Support, 22` Mast Arm 0951-0124 Each 1.000 01 n p Traffic Signal Support, 24` Mast Arm 0951-0126 Each 2.000 01 n p Traffic Signal Support, 26` Mast Arm 0951-0130 Each 1.000 01 n p Traffic Signal Support, 30` Mast Arm 0951-0134 Each 1.000 01 n p Traffic Signal Support, 34` Mast Arm 0951-0136 Each 1.000 01 n p Traffic Signal Support, 36` Mast Arm 0951-0142 Each 1.000 01 n p Traffic Signal Support, 42` Mast Arm 0951-0154 Each 1.000 01 n p Traffic Signal Support, 54` Mast Arm 0951-4014 Each 2.000 01 n p Traffic Signal Support, 14` Pedestal 4952-1000 Each 3.000 01 n Yes p Std Time Clock Global Positioning System (Gps) Modified 0952-1021 Each 3.000 01 n p Nema Ts-1 Controller Assembly, Type 2 Mounting 0954-0011 Linear Foot 263.000 01 n p8 1 Inch Conduit 0954-0012 Linear Foot 173.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,060.000 01 n p8 3 Inch Conduit 0954-0014 Linear Foot 10.000 01 n p8 4 Inch Conduit 0954-0102 Linear Foot 790.000 01 n p8 Signal Cable, 12 Awg, 5 Conductor 0954-0151 Linear Foot 1,048.000 01 n c1, p8 Trench And Backfill, Type i 4954-0151 Linear Foot 4,295.000 03 n Yes c1, p8 Proj Trench And Backfill, Type i Extra Depth 0954-0154 Linear Foot 162.000 01 n c1, p8 Trench And Backfill, Type Iv 0954-0201 Linear Foot 270.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 2,390.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 560.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 4954-0302 Each 14.000 01 n Yes p8 Proj Junction Box, Jb-27 Labeled 0954-0402 Each 2.000 01 n p8 Electrical Service, Type b 4954-0402 Each 1.000 01 n Yes p8 Proj Electrical Service, Type b Modified 4954-0600 Each 3.000 01 n Yes p8 Proj Uninterruptible Power Supply (Ups) Modified 4955-3208 Each 20.000 01 n Yes p Std Vehicular Signal Head, Three 12" Sections Modified 4955-3209 Each 3.000 01 n Yes p Std Vehicular Signal Head, Four 12" Sections Modified 4955-3210 Each 1.000 01 n Yes p Std Vehicular Signal Head, Five 12" Sections Modified 0955-3722 Each 4.000 01 n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 550.000 01 n p Detector Lead In Cable 0956-0101 Linear Foot 135.000 01 n p8 Loop Sensor 0956-0122 Each 1.000 01 n p Loop Amplifier, 2 Channel Shelf Mounted With Timer 4956-0500 Each 4.000 01 n Yes p Std Pedestrian Push Button Modified 4956-0601 Each 11.000 01 n Yes p Std Radar Detector Modified 0956-0802 Each 3.000 01 n p Acoustic Preemption System 0966-0014 Each 8.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 281.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 102.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 302.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0970-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type a 0971-0001 Each 43.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type c 0974-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type e 0975-0001 Each 28.000 01 n r Remove Post Mounted Signs, Type f 1001-0500 Each 3.000 19** n p8 Lighting Pole, Anchorage 1001-0611 Linear Foot 516.000 01 n t7 6" Structure Foundation Drain 1001-0980 Square Yard 985.000 15 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0981 Square Yard 1,060.000 16 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0982 Square Yard 504.000 17 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0983 Square Yard 476.000 18 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0984 Square Yard 1,584.000 19 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0985 Square Yard 1,172.000 20 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 86.000 15 n s9 Class Aaap Cement Concrete 1001-1001 Cubic Yard 57.000 16 n s9 Class Aaap Cement Concrete 1001-1002 Cubic Yard 17.000 17 n s9 Class Aaap Cement Concrete 1001-1003 Cubic Yard 104.000 19 n s9 Class Aaap Cement Concrete 1001-1004 Cubic Yard 90.000 20 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 7.000 11 n s2 Class Aa Cement Concrete 1001-1081 Cubic Yard 4.000 14 n s2 Class Aa Cement Concrete 1001-1082 Cubic Yard 121.000 15 n s2 Class Aa Cement Concrete 1001-1083 Cubic Yard 91.000 16 n s2 Class Aa Cement Concrete 1001-1084 Cubic Yard 131.000 17 n s2 Class Aa Cement Concrete 1001-1085 Cubic Yard 135.000 18 n s2 Class Aa Cement Concrete 1001-1086 Cubic Yard 128.000 19 n s2 Class Aa Cement Concrete 1001-1087 Cubic Yard 119.000 20 n s2 Class Aa Cement Concrete 1001-1120 Cubic Yard 128.000 15 n s2 Class a Cement Concrete 1001-1121 Cubic Yard 47.000 16 n s2 Class a Cement Concrete 1001-1122 Cubic Yard 10.000 17 n s2 Class a Cement Concrete 1001-1123 Cubic Yard 109.000 19 n s2 Class a Cement Concrete 1001-1124 Cubic Yard 22.000 52 n s2 Class a Cement Concrete 1001-1125 Cubic Yard 26.000 53 n s2 Class a Cement Concrete 1001-1126 Cubic Yard 27.000 54 n s2 Class a Cement Concrete 1001-1127 Cubic Yard 30.000 55 n s2 Class a Cement Concrete 1001-1140 Cubic Yard 7.000 15 n k Class c Cement Concrete 1002-0052 Pound 241,681.000 11** n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 14,273.000 52** n s7 Reinforcement Bars, Epoxy Coated 1002-0152 Each 60.000 18 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153 Each 42.000 18 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1003-0005 Each 211.000 15** n s2 Dowel Holes, 12" Depth 1003-0007 Each 463.000 11** n s2 Dowel Holes, 16" Depth 1003-0015 Each 65.000 15 n s2 Dowel Holes, 32" Depth 1005-1410 Linear Foot 387.000 15 n c6 Mandatory Predrilling For Driven Piles 1005-1480 Each 1.000 15 n x Dynamic Pile Load Test 1005-1481 Each 1.000 19 n x Dynamic Pile Load Test 1005-1825 Linear Foot 387.000 15 n u Steel Hp12x74 Production Pile 1005-1826 Linear Foot 25.000 19 n u Steel Hp12x74 Production Pile 1005-1925 Each 1.000 19 n u Steel Hp12x74 Pile Tip Reinforcement (Normal Duty) 1006-0010 Linear Foot 278.000 15** n c6 Test Holes 1006-0040 Each 7.000 15** n x Thermal Integrity Profiling 1006-1005 Linear Foot 165.000 52** n u1 36" Diameter Drilled Caissons, Shaft Section In Soil 1006-1015 Linear Foot 26.000 15 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1016 Linear Foot 97.000 19 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1030 Linear Foot 9.000 56 n u1 66" Diameter Drilled Caissons, Shaft Section In Soil 1006-1090 Linear Foot 106.000 52** n u1 30" Diameter Drilled Caissons, Rock Socket 1006-1100 Linear Foot 26.000 15 n u1 42" Diameter Drilled Caissons, Rock Socket 1006-1101 Linear Foot 59.000 19 n u1 42" Diameter Drilled Caissons, Rock Socket 1006-1115 Linear Foot 6.000 56 n u1 60" Diameter Drilled Caissons, Rock Socket 1016-0006 Linear Foot 7.000 17 n j2, s4 Barrier Protective Fence, Vinyl-Coated Steel 1016-0103 Linear Foot 69.000 16 n j2, s4 Sidewalk Protective Fence Vinyl-Coated Steel 1018-0050 Lump Sum 1.000 15 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 16 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 17 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 18 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0054 Lump Sum 1.000 19 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0055 Lump Sum 1.000 20 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0056 Lump Sum 1.000 14 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0057 Lump Sum 1.000 11 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0058 Lump Sum 1.000 12 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0059 Lump Sum 1.000 13 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 6,206.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1019-0040 Square Yard 5,620.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 3,239.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1039-0010 Square Yard 1,060.000 16 n s9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 1041-0020 Square Yard 1,641.000 15 n f3, s2 Scarification, 1/2" Depth 1041-0021 Square Yard 1,820.000 16 n f3, s2 Scarification, 1/2" Depth 1041-0022 Square Yard 901.000 17 n f3, s2 Scarification, 1/2" Depth 1041-0023 Square Yard 644.000 18 n f3, s2 Scarification, 1/2" Depth 1041-0024 Square Yard 3,029.000 19 n f3, s2 Scarification, 1/2" Depth 1041-0025 Square Yard 2,138.000 20 n f3, s2 Scarification, 1/2" Depth 1042-0001 Square Yard 1,060.000 16 n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 1042-0060 Cubic Yard 35.000 16 n s3 Latex Modified Concrete, Variable Depth 1043-0001 Square Foot 13,920.000 01 n k1 Shotcrete 1046-0010 Square Yard 3,110.000 11 n k2 Epoxy Overlay 1046-0011 Square Yard 756.000 12 n k2 Epoxy Overlay 1046-0012 Square Yard 610.000 13 n k2 Epoxy Overlay 1047-0010 Square Yard 4,945.000 15** n s3 Polyester Polymer Concrete Overlay, 1" 1050-0020 Pound 730.000 14 n t3 Fabricated Structural Steel 1050-0030 Pound 21,000.000 16 n t3 Fabricated Structural Steel, Unpainted 1050-0089 Each 795.000 16 n t8 Shear Connectors 1050-0100 Dollar 50,000.000 $1.00 $50,000.00 11 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0101 Dollar 25,000.000 $1.00 $25,000.00 12 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0102 Dollar 25,000.000 $1.00 $25,000.00 13 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0103 Dollar 15,000.000 $1.00 $15,000.00 16 y s2, t3 Unforseen Fabricated Structural Steel Repairs 5051-0000 Linear Foot 604.000 11** n Yes t7 Proj Downspouting Galvanized 1070-0200 Lump Sum 1.000 11 n v Painting Existing Structural Steel 1070-0201 Lump Sum 1.000 12 n v Painting Existing Structural Steel 5070-0201 Lump Sum 1.000 12 n Yes v Proj Painting Existing Structural Steel Interior Surfaces 1070-0202 Lump Sum 1.000 13 n v Painting Existing Structural Steel 5070-0202 Lump Sum 1.000 13 n Yes v Proj Painting Existing Structural Steel Interior Surfaces 1070-0203 Lump Sum 1.000 16 n v Painting Existing Structural Steel 1070-0325 Lump Sum 1.000 11 n v Priming Top Flanges 1070-0326 Lump Sum 1.000 12 n v Priming Top Flanges 1070-0327 Lump Sum 1.000 13 n v Priming Top Flanges 1070-0328 Lump Sum 1.000 16 n v Priming Top Flanges 1072-0100 Lump Sum 1.000 11 n v2 Containment 1072-0101 Lump Sum 1.000 12 n v2 Containment 1072-0102 Lump Sum 1.000 13 n v2 Containment 1072-0103 Lump Sum 1.000 16 n v2 Containment 1072-0200 Lump Sum 1.000 11 n x Waste Management 1072-0201 Lump Sum 1.000 12 n x Waste Management 1072-0202 Lump Sum 1.000 13 n x Waste Management 1072-0203 Lump Sum 1.000 16 n x Waste Management 1072-0300 Lump Sum 1.000 11 n v2 Worker Health And Safety 1072-0301 Lump Sum 1.000 12 n v2 Worker Health And Safety 1072-0302 Lump Sum 1.000 13 n v2 Worker Health And Safety 1072-0303 Lump Sum 1.000 16 n v2 Worker Health And Safety 1080-0405 Linear Foot 155.000 15 n s6 Prestressed Concrete Spread Box Beams, 36" x 27" 1080-0437 Linear Foot 58.000 17 n s6 Prestressed Concrete Spread Box Beams, 48" x 30" 1080-0445 Linear Foot 308.000 19 n s6 Prestressed Concrete Spread Box Beams, 48" x 42" 1086-0200 Each 114.000 17** n s5 Structure Mounted Sound Barrier Wall Post, Steel h-Beam 1086-0350 Square Foot 5,873.000 17** n s5 Structure Mounted Sound Barrier Wall Panels, Precast Reinforced Concrete 1090-1000 Linear Foot 162.000 17** n t5 Preformed Neoprene Compression Seal Replacement 1090-1006 Linear Foot 195.000 16 n t6 Standard Expansion Dam Replacement, 3" Movement 1090-1007 Linear Foot 732.000 11** n t6 Standard Expansion Dam Replacement, 3 1/2" Movement 1090-1008 Linear Foot 29.000 12 n t6 Standard Expansion Dam Replacement, 4" Movement 1090-1017 Linear Foot 166.000 19** n t5 Neoprene Strip Seal Gland Replacement 1091-0331 Linear Foot 2,476.000 11** n k1 Epoxy Injection Crack Seal 5204-0001 Linear Foot 9,595.000 03 n Yes p4 Proj Micro-Fiber Optic Cable 48 Fibers 1999-9999 Hour 5,000.000 97 n z Std Trainees e 8710-0003 Lump Sum 1.000 42 n Yes s5 Std Sound Barrier Wall, As Designed, s-38816 a 1006-1005 Linear Foot 159.000 42 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil o 8720-0003 Lump Sum 1.000 42 n s5 Std Alternate Sound Barrier Wall e 8710-0004 Lump Sum 1.000 43 n Yes s5 Std Sound Barrier Wall, As Designed, s-39211 a 1006-1005 Linear Foot 283.000 43 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil o 8720-0004 Lump Sum 1.000 43 n s5 Std Alternate Sound Barrier Wall e 8710-0005 Lump Sum 1.000 44 n Yes s5 Std Sound Barrier Wall, As Designed, s-39212 a 1006-1005 Linear Foot 1,562.000 44 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil o 8720-0005 Lump Sum 1.000 44 n s5 Std Alternate Sound Barrier Wall e 8710-0006 Lump Sum 1.000 45 n Yes s5 Std Sound Barrier Wall, As Designed, s-38882 a 1006-1005 Linear Foot 337.000 45 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil o 8720-0006 Lump Sum 1.000 45 n s5 Std Alternate Sound Barrier Wall e 8710-0007 Lump Sum 1.000 46 n Yes s5 Std Sound Barrier Wall, As Designed, s-39213 a 1002-0194 Pound 28,950.000 46 n s7 Reinforcement Bars, Epoxy Coated o 8720-0007 Lump Sum 1.000 46 n s5 Std Alternate Sound Barrier Wall 8914-0001 Lump Sum 1.000 04 n x Std Design Traffic Control Plan, Sr 0028/1001-Section a56/a58 8915-0001 Lump Sum 1.000 01 n q Std Construction Of Maintenance And Protection Of Traffic, Sr 0028/1001-Section a56/a58 9000-0001 Lump Sum 1.000 01 n x Proj Pre And Post Construction Inspection 9000-0002 Dollar 50,000.000 $1.00 $50,000.00 01 y h1 Proj Additional Debris And Dust Control 9000-0010 Lump Sum 1.000 01 n x Proj Waste Management Mobilization Demobilization 9000-0011 Each 13.000 01 n v2 Proj Solids Sampling For Residual Waste Disposal 9000-0012 Ton 5,131.000 01 n v2 Proj Disposal Of Regulated Fill And Residual Waste 9000-0026 Square Yard 91.000 01 n f, f1 Proj Asphalt Driveway Adjustment 9000-0036 Each 44.000 19** n s2 Proj Repair Deteriorated Ends Of Concrete Beams 9000-0037 Lump Sum 1.000 11 n t7 Proj Clean And Flush Scuppers And Above Ground Drainage System 9000-0038 Lump Sum 1.000 15 n t7 Proj Clean And Flush Scuppers And Above Ground Drainage System 9000-0039 Lump Sum 1.000 19 n t7 Proj Clean And Flush Scuppers And Above Ground Drainage System 9000-0041 Dollar 1,000.000 $1.00 $1,000.00 11 y h Proj Cleaning Underground Drainage Systems, As Directed 9000-0042 Lump Sum 1.000 17 n s5 Proj Temporary Connecting Wall Support 9000-0044 Square Foot 1,616.000 20 n s2 Proj Strengthen First Interior Beam In Spans 2, 3, And 4 With Cfrp 9000-0046 Linear Foot 154.000 19** n s2 Proj Replace Premolded Joint Filler Material 9000-0052 Each 14.000 12** n s2 Proj Bird Screening 9000-0053 Lump Sum 1.000 18 n j Proj Steel Sliding Plates 9000-0054 Each 12.000 11** n r Proj Replace Missing Delineators 9000-0055 Linear Foot 119.000 14 n s2 Proj Clean Debris From Expansion Joints 9000-0064 Cubic Yard 27.000 12 n c1 Proj Rock Slope Protection At Far Abutment 9000-0065 Lump Sum 1.000 16 n s2 Proj Reset Existing Steel Beams 9000-0066 Each 8.000 19** n t7 Proj Replace Bridge Deck Drainage System 9000-0068 Lump Sum 1.000 15 n s2 Proj Resetting Prestressed Beams 9000-0069 Each 128.000 11 n s2, t3, v Proj Girder Fatigue Retrofit 9000-0070 Each 61.000 14** n s7 Proj Reinforcement Bar Anchor No. 5 Bar 9000-0071 Lump Sum 1.000 14 n j Proj Remove And Reset Pa Ht Barrier Railing 9000-0072 Each 25.000 11** n s2, t3, t5 Proj Replace Expansion Bearing 9000-0073 Each 13.000 16 n s2, t, t3 Proj Replace Fixed Bearing 9000-0080 Lump Sum 1.000 50 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0081 Lump Sum 1.000 51 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0082 Lump Sum 1.000 57 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0083 Lump Sum 1.000 58 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0084 Lump Sum 1.000 59 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0085 Lump Sum 1.000 60 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0086 Lump Sum 1.000 61 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0087 Lump Sum 1.000 62 n r1 Proj Rehabilitation Of Existing Sign Structure 9000-0091 Lump Sum 1.000 11 n s2 Proj Jacking Bridge Superstructure 9000-0092 Lump Sum 1.000 12 n s2 Proj Jacking Bridge Superstructure 9000-0093 Lump Sum 1.000 13 n s2 Proj Jacking Bridge Superstructure 9000-0096 Lump Sum 1.000 16 n s2 Proj Jacking Bridge Superstructure 9000-0109 Lump Sum 1.000 15 n x Std Pre And Post Construction Survey 9000-0110 Lump Sum 1.000 19 n x Std Pre And Post Construction Survey 9000-0123 Lump Sum 1.000 15 n s2 Proj Underdeck Protective Shielding 9000-0124 Lump Sum 1.000 16 n s2 Proj Underdeck Protective Shielding 9000-0125 Lump Sum 1.000 17 n s2 Proj Underdeck Protective Shielding 9000-0127 Lump Sum 1.000 19 n s2 Proj Underdeck Protective Shielding 9000-0128 Lump Sum 1.000 20 n s2 Proj Underdeck Protective Shielding 9000-0130 Dollar 5,000.000 $1.00 $5,000.00 15** y c1, g Proj Overexcavation And Backfill With Class c Concrete 9000-0140 Each 7.000 01 n j3 Proj Remove Existing Impact Attenuator (Department Property) 9000-0141 Each 1.000 01 n j1 Proj Barrier To Curb Transition 9000-0142 Each 2.000 01 n j1 Proj Barrier To Curb Transition, 42" Height 9000-0143 Each 12.000 01 n j1 Proj 42" To 45" Concrete Barrier Transition 9000-0144 Each 7.000 01 n j1 Proj 42" To 32" Concrete Barrier Transition 9000-0145 Each 1.000 01 n j1 Proj 50" To 45" Concrete Barrier Transition 9000-0146 Each 3.000 01 n j1 Proj 50" To 32" Concrete Barrier Transition 9000-0147 Each 1.000 01 n j1 Proj Concrete Median Barrier Transition, 32" Height 9000-0148 Each 1.000 01 n j1 Proj Concrete Median Barrier Transition, 42" Height 9000-0149 Each 2.000 01 n j1 Proj Concrete Median Barrier Transition, 50" Height 9000-0150 Each 5.000 01 n j1 Proj Flared End Transition, 42" Height 9000-0151 Square Yard 200.000 01 n k Proj Concrete Cap 9000-0152 Square Yard 22.000 01 n k Proj Accelerated Cement Concrete Sidewalk, Including Removal Of Existing Sidewalk 9000-0153 Linear Foot 24.000 01 n k Proj Accelerated Plain Cement Concrete Curb 9000-0154 Linear Foot 475.000 01 n j Std Remove/Reset Existing Fence 9000-0155 Linear Foot 122.000 01 n k Proj Plain Cement Concrete Curb Cheek Wall 9000-0156 Each 1.000 01 n j3 Proj Reset Crash Cushion System 9000-0160 Lump Sum 1.000 01 n h, k2 Proj Wall 10 Drainage System 9000-0161 Each 684.000 01 n c5 Proj Soil Nails 9000-0163 Dollar 76,500.000 $1.00 $76,500.00 01 y x Proj Evaluation Of Pavement Ride Quality And Joint Density Incentives/Disincentives For Alternate Pavement Bid 9000-0164 Lump Sum 1.000 01 n a, m1 Proj Tree Trimming And Selective Tree Removal 9000-0165 Linear Foot 130.000 01 n f, f1 Proj Pavement Restoration 9000-0166 Each 1.000 01 n j3 Proj Remove Existing Impact Attenuator (Contractor`s Property) 9000-0170 Each 1.000 01 n j1 Proj Flared End Transition, 32" Height 9000-0176 Linear Foot 832.000 01 n t7 Proj 12 Inch Scupper Outlet Pipe 9000-0177 Each 3.000 01 n k Proj Wall 10 Inlet 9000-0179 Lump Sum 1.000 01 n h Proj 30" Pipe Jack/Bore 9000-0180 Each 34.000 01 n k Proj Type b Inlet 9000-0183 Each 4.000 01 n k Proj Battered Wall Inlet 9000-0184 Each 18.000 01 n k Proj Offset Inlet Support Riser 9000-0186 Each 6.000 01 n k Std Core Hole In Manhole 9000-0187 Linear Foot 2,017.000 01 n h Proj 12" Perforated Thermoplastic Pipe, Group v-Soil Nails 9000-0188 Linear Foot 1,394.000 01 n h Proj 12" Perforated Thermoplastic Pipe, Group v-Benching 9000-0189 Each 2.000 01 n k Proj Offset Manhole (Includes Frame/Cover) 9000-0190 Lump Sum 1.000 01 n h Proj Reline Existing 30-Inch Diameter Accmp Pipe 9000-0192 Each 34.000 01 n c1, h, m2 Proj Inlet Filter Bag For Type b Inlet 9000-0193 Each 1.000 01 n k Proj Core Hole Through Existing Wing Wall 9000-0200 Square Yard 550.000 30** n m3, s2 Proj Remove Vegetation Encroaching On Wall 9000-0201 Linear Foot 1,045.000 32** n s2 Proj Replace Wall Construction Joint Material 9000-0202 Lump Sum 1.000 35 n k Proj Clean Concrete Gutter At Top Of Wall 9000-0203 Linear Foot 26.000 31 n s2 Proj Replace Wall Expansion Joint Material 9000-0204 Each 80.000 36 n k Proj Core New Weephole And Install Weephole Filter 9000-0205 Linear Foot 372.000 36 n s5 Proj Clean And Seal Retaining Wall Contraction Joints 9000-0206 Linear Foot 710.000 34 n j2 Proj Replace Existing Protective Fence 9000-0207 Each 65.000 34 n h, h1 Proj Cleaning Out Existing Weephole And Installation Of Maintainable Weephole Component 9000-0210 Lump Sum 1.000 21 n a Proj Remove Debris From Stream Channel 9000-0211 Linear Foot 144.000 21 n s2 Proj Repair Deteriorated Culvert Joint 9000-0260 Linear Foot 7,720.000 03 n p8 Proj Microduct Conduit 9000-0261 Each 19.000 03 n r Proj Fiber Optic Delineator 9000-0262 Linear Foot 115.000 03 n p8 Proj 4" Structure Mounted Conduit 9000-0263 Linear Foot 10.000 03 n p8 Proj 4" Watertight Flexible Galvanized Steel Conduit 9000-0264 Each 2.000 03 n c1, p8 Proj Structure Mounted Nema 4x Junction Box 9000-0265 Linear Foot 185.000 03 n p8 Proj 6" Hdpe Conduit Sleeve 9000-0268 Each 1.000 03 n p, p5 Proj 5 Port Managed Ethernet Switch 9000-0269 Each 1.000 03 n p8 Proj Ground Mounted Splice Cabinet 9000-0270 Dollar 15,000.000 $1.00 $15,000.00 03 y q Proj Maintain Its Devices During Construction 9000-0280 Linear Foot 240.000 01 n c1, m2 Proj Infiltration Berm & Retentive Grading 9000-0281 Lump Sum 1.000 01 n c1, k Proj Rain Garden Outlet Structure Modifications 9000-0282 Cubic Yard 512.000 01 n m2 Proj Biofiltration Soil Mix 9000-0283 Lump Sum 1.000 01 n m Proj Period Of Plant Establishment 9000-0284 Each 1,000.000 01 n m Proj Switchgrass (Plug) 9000-0285 Each 1,000.000 01 n m Proj New England Aster (Plug) 9000-0286 Each 250.000 01 n m Proj Cinnamon Fern 9000-0290 Each 4.000 01 n p8 Proj Underpass Luminaire (Led) 9000-0291 Lump Sum 1.000 01 n p8 Proj Elec Equip, Remove And Replace 9000-0292 Each 54.000 01 n p8 Proj Led Cobra Head a (204w r2) 9000-0293 Each 8.000 01 n p8 Proj Led Cobra Head b (133w r2) 9000-0294 Each 1.000 01 n p8 Proj Led Cobra Head c (204w r4) 9000-0295 Lump Sum 1.000 01 n p8 Proj Remove Existing Lighting 9000-0311 Dollar 150,000.000 $1.00 $150,000.00 01 y q Proj Construction Service Patrol Vehicle 9000-0312 Dollar 130,000.000 $1.00 $130,000.00 01 y x Proj Incident Management Plan Implementation 9000-0313 Each 130.000 01 n p Proj Existing Traffic Signal Controller Temporary Timing Revisions 9000-0314 Dollar 85,000.000 $1.00 $85,000.00 01 y f, f1 Proj Maintenance Of Project 9000-0320 Each 3.000 01 n r1 Proj Removal Of Existing Overhead Sign Structures 9000-0321 Each 1.000 01 n r1 Proj Removal Of Existing Cantilever Sign Structure 9000-0322 Each 1.000 01 n r1 Proj Remove, Store, And Reset Existing Sign 9000-0323 Each 2.000 01 n r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/White Sheeting And Scm Sticker 9000-0324 Each 2.000 01 n r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting And Soil Nail Sticker 9000-0331 Each 1.000 01 n p Proj Traffic Signal Support, 34` Mast Arm And 28` Mast Arm 9000-0332 Each 1.000 01 n p Proj Traffic Signal Support, 38` Mast Arm And 24` Mast Arm 9000-0333 Each 1.000 01 n p Std Red Signal Ahead Sign Assembly 9000-0334 Each 1.000 01 n p Proj Traffic Signal Support, 46` Mast Arm With Special Foundation 9000-0335 Each 1.000 01 n p8 Std Junction Box, Jb-27 9000-0605 Set 2.000 01 n x Std Safety Harnesses And Double Lanyards, Fall Protection 9000-1008 Each 36.000 11** n s2 Proj Clean And Flush Bridge Seats 9000-5100 Lump Sum 1.000 01 n x Proj Vibration Monitoring And Control 9000-6056 Each 15.000 01 n k Std Core Hole In Inlet Box 9000-9001 Cubic Foot 962.000 11** n s2 Std Repair Deteriorated Concrete 9000-9011 Dollar 550,000.000 $1.00 $550,000.00 01 y x Std Off Duty Uniformed Police Officer 9203-0001 Lump Sum 1.000 15 n c1, s5 Std Temporary Excavation And Support Protection System 9203-0002 Lump Sum 1.000 16 n c1, s5 Std Temporary Excavation Support And Protection System 9203-0004 Lump Sum 1.000 17 n c1, s5 Std Temporary Excavation And Support Protection System

Division 34 -

Transportation, Transportation Signaling and Control Equipment, Roadway Signaling and Control Equipment, Traffic Signals, Traffic Control Equipment.