Route 1 Improvement-North

This project includes the following: This project is for reconstruction and widening of SR 0001 from a point north of the SR 0001/PA Turnpike Interchange (SR 8019) to a point north of the SR 0001 overpass over SR 2037/CSX/SEPTA including the SR 0001/SR 2044 (SR 8055) and SR 0001/SR 2037 (SR 8067) Interchanges. This includes the reconstruction of 3 bridges, construction of a sound barrier and 3 retaining walls, installation of 10 sign structures, catenary tower relocation, traffic signal, and ITS installation, drainage and stormwater system installation, and other miscellaneous construction, as indicated on the approved drawings included in this bid package for State Route 0001, Section Rc2, In Bucks County, Bensalem Township And Middletown Township from approximately Station 52+00.00 (Segment 0024/0025 Offset 1315/1294) to approximately Station 161+00.00 (Segment 0070/0071 Offset 0848/1041). 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 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 345,295.000 01** n c Class 1 Excavation 0203-0005 Cubic Yard 1,000.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 50,000.000 06 n g4 Saw Cutting 0204-0001 Cubic Yard 18,476.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 1,754.000 17** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 47.000 01 n c1, h, s Class 4 Excavation 0205-0268 Cubic Yard 25,276.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 0206-0010 Ton 511.000 01 n c1 Select Granular Material (2rc) 0208-0001 Hour 108.000 01 n c Special Rolling 0212-0001 Linear Foot 35,955.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 196,329.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0020 Cubic Yard 663.000 01 n k1 Flowable Backfill, Type c 0301-0006 Square Yard 1,014.000 01 n d Plain Cement Concrete Base Course, 10" Depth 0310-0006 Square Yard 626.000 01 n c, e Crushed Aggregate Base Course, 9" Depth 0310-0007 Square Yard 496.000 01 n c, e Crushed Aggregate Base Course, 10" Depth 0313-0322 Square Yard 19,139.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0329 Square Yard 8,434.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 7 1/2" Depth 0313-0330 Square Yard 10,867.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0337 Ton 984.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0313-0430 Square Yard 26,061.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0431 Square Yard 15,411.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8 1/2" Depth 0313-0534 Square Yard 16.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 10 " Depth 0313-0536 Square Yard 87,242.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 12 " Depth 0316-0337 Ton 299.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0537 Ton 180.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 46,124.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 139,121.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0109 Square Yard 899.000 01 n c, e Subbase 9" Depth (No. 2a) 0350-0110 Square Yard 234.000 01 n c, e Subbase 10" Depth (No. 2a) 0350-0121 Ton 2,844.000 01 n c, e Subbase (No. 2a) 0413-0245 Square Yard 31,270.000 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 0413-0255 Ton 178.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0348 Square Yard 34,035.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0358 Ton 26.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0413-0382 Square Yard 13,594.000 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 0413-0398 Square Yard 15,300.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2071 Ton 297.000 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 0413-6045 Square Yard 40,612.000 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 0413-6055 Square Yard 15,300.000 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 0413-6065 Square Yard 87,242.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7013 Ton 306.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0419-0007 Square Yard 54,421.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0460-0001 Square Yard 300,420.000 01 n f4 Asphalt Tack Coat 0490-0001 Square Yard 3,026.000 01 n c1, f3 Removal Of Existing Asphalt Surface Course 0491-0013 Square Yard 234.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 2,800.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 2,242.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 4508-0400 Dollar 105,000.000 $1.00 $105,000.00 01 y Req x Std Evaluation And Payment Of Ride Quality Incentive 0515-0001 Linear Foot 1,148.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-0010 Square Yard 155.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-2007 Linear Foot 460.000 01 n g1, g4 Patching Joint 0516-2021 Cubic Yard 26.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0590-3001 Linear Foot 460.000 01 n g4 Crack Cleaning And Sealing e 0601-0393 Linear Foot 10.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-9363 Linear Foot 10.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9653 Linear Foot 10.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0393 Linear Foot 438.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-9363 Linear Foot 438.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0393 Linear Foot 17.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-2843 Linear Foot 17.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9363 Linear Foot 17.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0395 Linear Foot 36.000 01 n h 24" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-2845 Linear Foot 36.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9365 Linear Foot 36.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-2847 Linear Foot 138.000 01 n h 30" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-4397 Linear Foot 138.000 01 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o 0601-4717 Linear Foot 138.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box 0601-5901 Linear Foot 2,107.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 1,472.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0601-7014 Linear Foot 4,413.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-7016 Linear Foot 1,221.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life 0601-7027 Linear Foot 265.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life 0601-7029 Linear Foot 64.000 01 n h 24" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life 0601-7043 Linear Foot 12.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-7060 Linear Foot 175.000 01 n h 36" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life 0601-7063 Linear Foot 8.000 01 n h 42" Reinforced Concrete Pipe, Type a, 2` - 1.5` Fill, 100 Year Design Life 0601-7069 Linear Foot 215.000 01 n h 42" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life 0601-7072 Linear Foot 69.000 01 n h 48" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life 0601-7078 Linear Foot 9.000 01 n h 54" Reinforced Concrete Pipe, Type a, 2` - 1.5` Fill, 100 Year Design Life 0601-7509 Linear Foot 1,272.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-7511 Linear Foot 1,471.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-7517 Linear Foot 166.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-7518 Linear Foot 95.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life 0601-7519 Linear Foot 94.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15` - 7` Fill, Shore/Trench Box, 100 Year Design Life 0601-7538 Linear Foot 5.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-7542 Linear Foot 21.000 01 n h 42" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, Shore/Trench Box, 100 Year Design Life 0601-7543 Linear Foot 3.000 01 n h 48" Reinforced Concrete Pipe, Type a, 3` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life 0601-7544 Linear Foot 1,264.000 01 n h 48" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-7546 Linear Foot 21.000 01 n h 48" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life 0601-7551 Linear Foot 10.000 01 n h 54" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life e 0601-9363 Linear Foot 57.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9683 Linear Foot 57.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 14 Gage 0604-7013 Linear Foot 132.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 2` - 1.5` Fill, 100 Year Design Life 0604-7014 Linear Foot 2,678.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life 0604-7508 Linear Foot 570.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life 0604-7509 Linear Foot 588.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0604-7516 Linear Foot 202.000 01 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life 0604-7517 Linear Foot 454.000 01 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2401 Set 25.000 01 n k Manhole Frame And Cover 0605-2600 Each 2.000 01 n k Type d Endwall 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 111.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 24.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 143.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 13.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2852 Each 1.000 01 n k Standard Inlet Box, Height > 20` And < /= 30` 0605-2854 Each 10.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2858 Each 2.000 01 n k Type 5 Inlet Box, Height < /= 10` 0605-2862 Each 3.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-2863 Each 11.000 01 n k Type 6 Inlet Box, Height > 10` And < /= 20` 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0605-3041 Each 1.000 01 n k Type 7 Manhole, Storm Water, Height >5` And < /= 10` 0605-3043 Each 1.000 01 n k Type 7 Manhole, Storm Water, Height >20` And < /= 30` 0605-3052 Each 1.000 01 n k Type 8 Manhole, Storm Water, Height >10` And < /= 20` 0606-0070 Set 134.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 2 Riser 0606-0150 Set 18.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 31,331.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 34.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0612-0001 Linear Foot 1,260.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 637.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 14.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0616-1202 Each 4.000 01 n h Concrete End Sections For 18" Pipe 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0616-1209 Each 2.000 01 n h Concrete End Sections For 42" Pipe 0616-1210 Each 1.000 01 n h Concrete End Sections For 48" Pipe 0619-0459 Each 15.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 3.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 5.000 01** n j Terminal Section, Single 0620-0402 Each 12.000 01 n j Terminal Section, Bridge Connection 0620-0500 Linear Foot 27.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 23,531.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 18,272.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 200.000 01 n j Type 31-Sc Guide Rail 0620-1640 Linear Foot 38.000 01 n j Type 31-Sm Guide Rail 0620-1645 Linear Foot 150.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 19.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 4623-0001 Linear Foot 4,585.000 01 n Yes j1 Proj Concrete Median Barrier , Including Transition Pieces 4623-0052 Linear Foot 11,876.000 01 n Yes j1 Proj Single Face Concrete Barrier , Including Transition Pieces 0623-0109 Each 2.000 01 n j1 End Transition, Concrete Median Barrier 0623-0112 Each 7.000 01 n j1 Flared End Transition 0623-0275 Linear Foot 2,341.000 01 n j1 Removal Of Existing Concrete Median Barrier 0624-0001 Linear Foot 1,359.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0100 Linear Foot 11,674.000 01 n j2 Right-Of-Way Fence, Type 2 0624-0300 Each 8.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0301 Each 22.000 01 n j2 End Posts For Type 2 Right-Of-Way Fence 0624-0400 Each 16.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0401 Each 91.000 01 n j2 Corner Posts For Type 2 Right-Of-Way Fence 0624-0500 Each 8.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0501 Each 61.000 01 n j2 Pull Posts For Type 2 Right-Of-Way Fence 0624-0600 Each 108.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0601 Each 620.000 01 n j2 Line Posts For Type 2 Right-Of-Way Fence 0624-0622 Each 2.000 01 n j2 Pedestrian Gate For Type 2 Right-Of-Way Fence, 6-Foot Opening 0624-0725 Each 4.000 01 n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 15-Foot Opening 0624-0745 Each 2.000 01 n j2 Vehicular Gate For Type 2 Right-Of-Way Fence, 15-Foot Opening 4627-3020 Linear Foot 13,310.000 06 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` , With Drainage Slots 4628-3020 Linear Foot 83,517.000 06 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` , With Drainage Slots 0630-0001 Linear Foot 6,466.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 1,004.000 01 n Yes k Proj Plain Cement Concrete Curb , 4" Max. Height 4633-0200 Linear Foot 2,024.000 01** n Yes k Proj Plain Concrete Mountable Curb, Type a , Including Transition Pieces 0660-0025 Linear Foot 40,606.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0676-0001 Square Yard 1,080.000 01 n k Cement Concrete Sidewalk 0677-0002 Ton 46.000 01 n c1, e Selected Material Surfacing 0686-0001 Each 51.000 01 n x Right-Of-Way Monuments 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 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 180.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 180.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 180.000 01 n k Detectable Warning Surface, Cast Iron 0696-0600 Each 10.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0696-0610 Each 17.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0600 Each 17.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0610 Each 56.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 3,833.000 01 n c1, h No. 1 Coarse Aggregate 0703-0022 Cubic Yard 80.000 17** n c1, h No. 8 Coarse Aggregate 0703-0024 Cubic Yard 9,767.000 01** n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 2,385.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 13,928.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 164.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 2,590.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 1,475.000 01 n m3 Seeding - Formula e 0804-0020 Pound 3,592.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0051 Acre 76.000 01 n Zz Mowing 0805-0022 Ton 45.000 01 n m3 Mulching - Straw 0805-0030 Square Yard 16,749.000 01 n m3 Mulching - Bonded Fiber Matrix 0806-0112 Square Yard 67,387.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0140 Square Yard 16,749.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0810-0027 Linear Foot 1,000.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 1,285.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 3,617.000 01 n j2, m Temporary Protective Fence 0850-0022 Square Yard 5,718.000 01 n c1 Rock, Class r-4 0850-0023 Square Yard 1,440.000 01 n c1 Rock, Class r-5 0850-0024 Square Yard 313.000 01 n c1 Rock, Class r-6 0850-0031 Cubic Yard 2,318.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 67,014.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 214.000 01 n c1 Rock, Class r-5 0850-0036 Cubic Yard 1,681.000 01 n c1 Rock, Class r-8 0855-0003 Each 12.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 9.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 26.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0020 Each 44.000 01 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0860-0022 Each 26.000 01 n m2 Pipe/Gravel Inlet Protection For Type c Inlet 0866-0005 Linear Foot 126.000 01 n m2 Heavy Duty Silt Barrier Fence 0867-0012 Linear Foot 5,917.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 1,976.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 1,127.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 1,151.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0872-0001 Each 14.000 01 n c1, h Concrete Anti-Seep Collar 0873-0001 Linear Foot 270.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 4.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 9.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0102 Each 6.000 06 n q Shadow Vehicle 0901-0202 Each 10.000 06 n q Floodlights 0901-0203 Each 1.000 06 n q Arrow Panel 0901-0231 Day 1,461.000 06 n q Additional Warning Lights, Type b 0901-0240 Square Foot 2,000.000 06 n q, r Additional Traffic Control Signs 0901-0250 Lump Sum 1.000 06 n p8 Temporary Highway Lighting 0901-0320 Linear Foot 50,912.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 66,875.000 06 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 105,028.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 56,698.000 06 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 7,020.000 06 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 766.000 06 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0340 Linear Foot 4,012.000 06 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0350 Linear Foot 8,497.000 06 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0351 Linear Foot 2,817.000 06 n o2, o3 6" Standard Pavement Markings, Tape, White 0901-0352 Linear Foot 1,149.000 06 n o2, o3 8" Standard Pavement Markings, Tape, White 0901-0450 Each 11.000 06 n q 3-Line Changeable Message Sign With Telecommunications 4901-0725 Each 1.000 06 n Yes p Proj Temporary Traffic Signals (Permanent Only) Rockhill Drive And Ramp Lm 4901-0726 Each 1.000 06 n Yes p Proj Temporary Traffic Signals (Permanent Only) Rockhill Drive And Ramp No 4901-0727 Each 1.000 06 n Yes p Proj Temporary Traffic Signals (Permanent Only) s.r.2037 And Ramp c 0901-0750 Each 8.000 06 n p Temporary Traffic Control Signal Reset (Permanent Only) 0910-0001 Each 10.000 02 n c1, p8 Junction Boxes j.b.-1 0910-0002 Each 21.000 02 n c1, p8 Junction Boxes j.b.-2 0910-0004 Each 7.000 02 n c1, p8 Junction Boxes j.b.-11 0910-0005 Each 5.000 02 n c1, p8 Junction Boxes j.b.-12 0910-4066 Linear Foot 2,168.000 02 n p8 Awg 8 Above Ground Cable, Copper, 1 Conductor 0910-4112 Linear Foot 2,040.000 02 n p8 Awg 1 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 5,043.000 02 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 3,690.000 02 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5255 Linear Foot 171.000 17** n c1, p8 2" Conduit In Structure 0910-5500 Each 4.000 02 n c1, p8 Buried Cable And Conduit Marker 0920-0001 Lump Sum 1.000 22 n p8 Sign Lighting - Entire Project 0930-0004 Square Foot 2,048.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 12,623.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 42.000 01 n r Breakaway System Replacement 0931-0001 Square Foot 634.000 01** n r Post Mounted Signs, Type b 0932-0001 Square Foot 296.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 289.000 01** n r Post Mounted Signs, Type f 0936-0001 Square Foot 4,291.000 01** n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 505.000 01** n r Structure Mounted Flat Sheet Aluminum Signs 0937-0104 Each 73.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 176.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 73.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 176.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0118 Each 19.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0122 Each 19.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0937-0202 Each 235.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 124.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0210 Each 112.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 124.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 54.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0217 Each 12.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/r) 0937-0300 Each 4.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0301 Each 4.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0330 Each 17.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 35.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 78.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 18.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0938-0001 Each 252.000 01 n r Distance Marker Units 0939-0001 Square Foot 56.000 01 n r Post Mounted Signs, Type m 0951-0145 Each 1.000 02 n p Traffic Signal Support, 45` Mast Arm 0951-0150 Each 2.000 02 n p Traffic Signal Support, 50` Mast Arm 0951-0155 Each 1.000 02 n p Traffic Signal Support, 55` Mast Arm 0951-0160 Each 3.000 02 n p Traffic Signal Support, 60` Mast Arm 4951-0160 Each 1.000 01 n Yes p Proj Traffic Signal Support, 60` Mast Arm , With Column Extension 0951-2140 Each 1.000 02 n p Traffic Signal Support, 40` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2145 Each 1.000 02 n p Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2155 Each 1.000 02 n p Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2160 Each 5.000 02 n p Traffic Signal Support, 60` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-4014 Each 4.000 02 n p Traffic Signal Support, 14` Pedestal 0951-4021 Each 10.000 02 n p Pedestrian Stub Pole, Type a 0951-4500 Each 2.000 02 n p Traffic Signal Support, Strain Pole, 1,000 Pounds Design Tension 0952-2052 Each 1.000 01 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0012 Linear Foot 2,672.000 02 n p8 2 Inch Conduit 4954-0012 Linear Foot 3,490.000 02 n Yes p8 Proj 2 Inch Conduit (Polyvinyl Chloride) 0954-0013 Linear Foot 1,608.000 02 n p8 3 Inch Conduit 0954-0151 Linear Foot 1,915.000 02 n c1, p8 Trench And Backfill, Type i 4954-0151 Linear Foot 7,463.000 02 n Yes c1, p8 Proj Trench And Backfill, Type i (With Warning Tape) 0954-0152 Linear Foot 77.000 02 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 595.000 02 n c1, p8 Trench And Backfill, Type Iii 4954-0153 Linear Foot 172.000 02 n Yes c1, p8 Proj Trench And Backfill, Type Iii (With Warning Tape) 0954-0201 Linear Foot 4,543.000 02 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 6,292.000 02 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 451.000 02 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 10.000 02 n p8 Junction Box, Jb-27 0954-0403 Each 2.000 02 n p8 Electrical Service, Type c 4954-0600 Each 2.000 02 n Yes p8 Std Uninterruptible Power Supply (Ups) , Led Indicator Light 0955-3206 Each 2.000 01 n p Vehicular Signal Head, One 12" Section 0955-3208 Each 42.000 02 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 2.000 02 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 14.000 02 n Yes p Std Led Countdown Pedestrian Signal Head, Type a , Steady Countdown 0960-0021 Linear Foot 3,731.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 32.000 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 7.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 25.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0257 Linear Foot 30.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0962-1025 Each 26.000 06 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1060 Each 11.000 06 n o3 White Waterborne Pavement Legend, "Straight Arrow", 12`-0" x 1`-8" 0962-1061 Each 2.000 06 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 17.000 06 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1063 Each 3.000 06 n o3 White Waterborne Pavement Legend, "Thru And Right Arrow", 20`-0" x 3`-7" 0962-1064 Each 1.000 06 n o3 White Waterborne Pavement Legend, "Thru And Left Arrow", 20`-0" x 3`-7" 0962-1068 Each 3.000 06 n o3 White Waterborne Pavement Legend, "Lane Reduction Transition Arrow - Left Lane", 18`-0" x 5`-6" 0963-0001 Square Foot 2,697.000 01** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 105,830.000 06 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 14,091.000 06 n o2, o3 6" Pavement Marking Removal 0963-0008 Linear Foot 3,994.000 06 n o2, o3 8" Pavement Marking Removal 0963-0010 Each 43.000 06 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 12,650.000 01 n o 4" White Epoxy Pavement Markings 4964-0001 Linear Foot 19,168.000 01 n Yes o Std 4" White Epoxy Pavement Markings , Recessed 0964-0002 Linear Foot 13,405.000 01 n o 4" Yellow Epoxy Pavement Markings 4964-0002 Linear Foot 19,374.000 01 n Yes o Std 4" Yellow Epoxy Pavement Markings , Recessed 0964-0005 Linear Foot 8,524.000 01 n o 6" White Epoxy Pavement Markings 4964-0005 Linear Foot 5,841.000 01 n Yes o Std 6" White Epoxy Pavement Markings , Recessed 0964-0006 Linear Foot 89.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0007 Linear Foot 90.000 01 n o 6" Black Epoxy Pavement Markings 0964-0008 Linear Foot 3,138.000 01 n o 8" White Epoxy Pavement Markings 4964-0008 Linear Foot 6,943.000 01 n Yes o Std 8" White Epoxy Pavement Markings , Recessed 0965-0001 Linear Foot 2,771.000 01 n o2 4" White Preformed Thermoplastic Pavement Markings 0965-0002 Linear Foot 2,710.000 01 n o2 4" Yellow Preformed Thermoplastic Pavement Markings 0965-0005 Linear Foot 831.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0008 Linear Foot 1,295.000 01 n o2 8" White Preformed Thermoplastic Pavement Markings 0966-0011 Each 17.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0014 Each 20.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 81.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 137.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 362.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 96.000 06 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1001-1120 Cubic Yard 302.000 17** n s2 Class a Cement Concrete 1002-0053 Pound 56,513.000 17** n s7 Reinforcement Bars, Epoxy Coated 1005-1420 Dollar 185,320.000 $1.00 $185,320.00 07** y c6 Predrilling For Unforeseen Obstructions, Earth Drilling 1005-1430 Dollar 92,660.000 $1.00 $92,660.00 07** y c6 Predrilling For Unforeseen Obstructions, Obstruction Drilling 1005-1440 Dollar 72,403.000 $1.00 $72,403.00 07** y u Pile Extraction And Redriving 1005-1450 Dollar 11,628.000 $1.00 $11,628.00 07** y x Mobilization For Predrilling Of Unforeseen Obstructions 1005-1480 Each 25.000 07** n x Dynamic Pile Load Test 1006-1015 Linear Foot 16.000 18 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1030 Linear Foot 106.000 23** n u1 66" Diameter Drilled Caissons, Shaft Section In Soil 1006-1115 Linear Foot 5.000 28 n u1 60" Diameter Drilled Caissons, Rock Socket 5018-0051 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Portion Of Existing Bridge , s-8112 5018-0052 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Portion Of Existing Bridge , s-759 (s-6628) 5018-0053 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Portion Of Existing Bridge , s-870 (s-6625) 1091-0331 Linear Foot 1,800.000 07** n k1 Epoxy Injection Crack Seal 5201-1000 Each 3.000 02 n Yes p1, p2, p4, p5 Proj Its Device Field Enclosure, Ground Mount (Front/Rear Doors) 1201-3000 Lump Sum 1.000 02 n p1, p2, p3, p4, p5 Its Device Testing, Complete 1202-0001 Lump Sum 1.000 02 n p5 Atms Its Device Integration 5210-0001 Each 2.000 02 n Yes p1 Proj Its Closed Circuit Television, Camera Subsystem, Pole Mount (Ip Camera) 1210-5000 Each 2.000 02 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-6400 Each 1.000 02 n p1 Its Closed Circuit Television, Pole, 50-Foot 1210-7100 Each 2.000 02 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 31-Foot To 50-Foot Pole 1230-4800 Each 3.000 27** n p3 Its Dynamic Message Sign, 18" Text, Walk-In, 30-Deg 1999-9999 Hour 8,000.000 04 n z Std Trainees e 8010-0001 Lump Sum 1.000 07 n Yes s Std Bridge Structure, As Designed, s-33468 a 1002-0053 Pound 444,329.000 07 n s7 Reinforcement Bars, Epoxy Coated a 1002-0151 Each 68.000 07 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 84.000 07 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 1,162.000 07 n s7 Stainless Steel Reinforcement Bars a 1005-1825 Linear Foot 2,489.000 07 n u Steel Hp12x74 Production Pile a 1005-2025 Each 85.000 07 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8000-0001 Lump Sum 1.000 07 n s Std Prestressed Concrete Bridge Structure a 1005-1825 Linear Foot 2,489.000 07 n u Steel Hp12x74 Production Pile a 1005-2025 Each 85.000 07 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8100-0001 Lump Sum 1.000 07 n t Std Steel Bridge Structure a 1005-1825 Linear Foot 2,489.000 07 n u Steel Hp12x74 Production Pile a 1005-2025 Each 85.000 07 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) e 8030-0002 Lump Sum 1.000 08 n Yes s Std Bridge Structure, As Designed, s-33180 a 1002-0053 Pound 617,864.000 08 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 1,285.000 08 n s7 Stainless Steel Reinforcement Bars a 1005-1825 Linear Foot 5,187.000 08 n u Steel Hp12x74 Production Pile a 1005-2025 Each 197.000 08 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8000-0002 Lump Sum 1.000 08 n s Std Prestressed Concrete Bridge Structure a 1005-1825 Linear Foot 5,187.000 08 n u Steel Hp12x74 Production Pile a 1005-2025 Each 197.000 08 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8100-0002 Lump Sum 1.000 08 n s Std Steel Bridge Structure a 1005-1825 Linear Foot 5,187.000 08 n u Steel Hp12x74 Production Pile a 1005-2025 Each 197.000 08 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) e 8030-0003 Lump Sum 1.000 09 n Yes s Std Bridge Structure, As Designed, s-33185 a 1002-0053 Pound 568,541.000 09 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 1,285.000 09 n s7 Stainless Steel Reinforcement Bars a 1005-1825 Linear Foot 4,263.000 09 n u Steel Hp12x74 Production Pile a 1005-2025 Each 149.000 09 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8000-0003 Lump Sum 1.000 09 n s Std Prestressed Concrete Bridge Structure a 1005-1825 Linear Foot 4,263.000 09 n u Steel Hp12x74 Production Pile a 1005-2025 Each 149.000 09 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8100-0003 Lump Sum 1.000 09 n t Std Steel Bridge Structure a 1005-1825 Linear Foot 4,263.000 09 n u Steel Hp12x74 Production Pile a 1005-2025 Each 149.000 09 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) e 8120-0004 Lump Sum 1.000 10 n Yes t Std Bridge Structure, As Designed, s-33182 a 1002-0053 Pound 627,638.000 10 n s7 Reinforcement Bars, Epoxy Coated a 1002-0158 Each 36.000 10 n s7 Mechanical Splice System For No. 11 Reinforcement Bars, Epoxy Coated a 1005-1500 Each 2.000 10 n u Restrike Test Pile, 3 Day Waiting Period a 1005-1600 Each 21.000 10 n u Restrike Production Pile, 3 Day Waiting Period a 1005-1825 Linear Foot 3,632.000 10 n u Steel Hp12x74 Production Pile a 1005-2025 Each 27.000 10 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) o 8100-0004 Lump Sum 1.000 10 n t Std Steel Bridge Structure a 1005-1500 Each 2.000 10 n u Restrike Test Pile, 3 Day Waiting Period a 1005-1600 Each 21.000 10 n u Restrike Production Pile, 3 Day Waiting Period a 1005-1825 Linear Foot 3,632.000 10 n u Steel Hp12x74 Production Pile a 1005-2025 Each 27.000 10 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) e 8120-0005 Lump Sum 1.000 11 n Yes t Std Bridge Structure, As Designed, s-33181 a 1002-0053 Pound 553,345.000 11 n s7 Reinforcement Bars, Epoxy Coated a 1002-0158 Each 16.000 11 n s7 Mechanical Splice System For No. 11 Reinforcement Bars, Epoxy Coated a 1005-1500 Each 2.000 11 n u Restrike Test Pile, 3 Day Waiting Period a 1005-1600 Each 22.000 11 n u Restrike Production Pile, 3 Day Waiting Period a 1005-1825 Linear Foot 2,961.000 11 n u Steel Hp12x74 Production Pile a 1005-2025 Each 23.000 11 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 1006-0040 Each 2.000 11 n x Thermal Integrity Profiling a 1006-1025 Linear Foot 11.000 11 n u1 60" Diameter Drilled Caissons, Shaft Section In Soil a 1006-1070 Linear Foot 35.000 11 n u1 60" Diameter Drilled Caissons, Shaft Section In Rock o 8100-0005 Lump Sum 1.000 11 n t Std Steel Bridge Structure a 1005-1500 Each 2.000 11 n u Restrike Test Pile, 3 Day Waiting Period a 1005-1600 Each 22.000 11 n u Restrike Production Pile, 3 Day Waiting Period a 1005-1825 Linear Foot 2,961.000 11 n u Steel Hp12x74 Production Pile a 1005-2025 Each 23.000 11 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 1006-0040 Each 2.000 11 n x Thermal Integrity Profiling a 1006-1025 Linear Foot 11.000 11 n u1 60" Diameter Drilled Caissons, Shaft Section In Soil a 1006-1070 Linear Foot 35.000 11 n u1 60" Diameter Drilled Caissons, Shaft Section In Rock 8215-0010 Lump Sum 1.000 16 n x Std Design Of Sound Barrier Wall System (As-Designed Foundation Provided), s-39566d 8259-0010 Lump Sum 1.000 16 n s5 Std Construction Of Sound Barrier Wall System, s-39566d e 8610-0008 Lump Sum 1.000 12 n Yes s5 Std Concrete Retaining Wall, As-Designed, s-39188 a 1002-0053 Pound 26,587.000 12 n s7 Reinforcement Bars, Epoxy Coated o 8622-0008 Lump Sum 1.000 12 n s5 Std Precast Modular Retaining Wall o 8621-0008 Lump Sum 1.000 12 n s5 Std Mechanically Stabilized Retaining Wall e 8622-0006 Lump Sum 1.000 13 n Yes s5 Std Precast Modular Retaining Wall System, As Designed, s-39480 a 1002-0053 Pound 41,040.000 13 n s7 Reinforcement Bars, Epoxy Coated o 8610-0006 Lump Sum 1.000 13 n s5 Std Concrete Retaining Wall e 8622-0007 Lump Sum 1.000 14 n Yes s5 Std Precast Modular Retaining Wall System, As-Designed, s-39189 a 1002-0053 Pound 18,183.000 14 n s7 Reinforcement Bars, Epoxy Coated o 8610-0007 Lump Sum 1.000 14 n s5 Std Concrete Retaining Wall e 8710-0009 Lump Sum 1.000 15 n Yes s5 Std Sound Barrier Wall, As-Designed, s-39567 a 1002-0053 Pound 85,662.000 15 n s7 Reinforcement Bars, Epoxy Coated o 8720-0009 Lump Sum 1.000 15 n s5 Std Sound Barrier Wall, Alternate 8948-0051 Lump Sum 1.000 22 n r1 Proj Steel Sign Structure - Span, With Single Plane Truss, s-39423 8948-0052 Lump Sum 1.000 23 n r1 Proj Steel Sign Structure - Span, With Single Plane Truss, s-39463 8948-0053 Lump Sum 1.000 25 n r1 Proj Steel Sign Structure - Span, With Single Plane Truss, s-39546 8948-0101 Lump Sum 1.000 17 n r1 Proj Steel Sign Structure - Span, With Box Shaped Truss, s-39330 8948-0102 Lump Sum 1.000 18 n r1 Proj Steel Sign Structure - Span, With Box Shaped Truss, s-39415 8948-0103 Lump Sum 1.000 19 n r1 Proj Steel Sign Structure - Span, With Box Shaped Truss, s-39424 8948-0301 Lump Sum 1.000 20 n r1 Proj Steel Sign Structure - Cantilever, s-39428 8948-0302 Lump Sum 1.000 21 n r1 Proj Steel Sign Structure - Cantilever, s-39458 8948-0303 Lump Sum 1.000 24 n r1 Proj Steel Sign Structure - Cantilever, s-39472 8948-0304 Lump Sum 1.000 26 n r1 Proj Steel Sign Structure - Cantilever, s-39581 8948-0601 Lump Sum 1.000 27 n r1 Proj Steel Sign Structure - Centermount, s-39435 8948-0602 Lump Sum 1.000 28 n r1 Proj Steel Sign Structure - Centermount, s-39437 8948-0603 Lump Sum 1.000 29 n r1 Proj Steel Sign Structure - Centermount, s-39436 9000-0100 Dollar 100,000.000 $1.00 $100,000.00 01 y x Proj Off-Duty Uniformed Police Officer 9000-0101 Hour 47,088.000 01 n q Proj Class 1 Tow Truck 9000-0102 Call 300.000 01 n q Proj Class 2 Tow Truck 9000-0103 Call 150.000 01 n q Proj Ramp Truck 9000-0104 Dollar 30,000.000 $1.00 $30,000.00 01 y x Proj Snow Removal And Spreading Of Salt On Entrance And Exit Ramps 9000-0105 Each 33.000 01 n p Proj Existing Traffic Signal Timing Changes 9000-0106 Dollar 50,000.000 $1.00 $50,000.00 01 y q Proj Incident Management Plan 9000-0107 Square Foot 829.000 06 n q, r Proj Cloth Overlay Sign, Reflectorized 9000-0108 Linear Foot 1,602.000 06 n j, j1 Proj Temporary Barrier, Structure Mounted 9000-0109 Linear Foot 1,885.000 06 n j, j1 Proj Temporary Barrier, Structure Mounted, Reset 9000-0110 Lump Sum 1.000 01 n q, r Proj Aids To Navigation (Aton) Plan 9000-0111 Square Foot 1,335.000 06 n r Proj Cover Structure Mounted Extruded Aluminum Channel Sign 9000-0112 Each 9.000 06 n r Proj Uncover Structure Mounted Extruded Aluminum Channel Sign 9000-0113 Dollar 25,000.000 $1.00 $25,000.00 06 y j3 Proj Repair Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 9000-0114 Dollar 25,000.000 $1.00 $25,000.00 06 y j3 Proj Repair Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 9000-0115 Dollar 75,000.000 $1.00 $75,000.00 06 y q Proj Unforeseen Traffic Control Modifications 9000-0116 Dollar 100,000.000 $1.00 $100,000.00 01 y f, f3 Proj Restoration Of Township Roads, Driveway And Parking Lot 9000-0117 Each 4.000 06 n r Std Covid-19 Safety Plan Sign 9000-0200 Square Yard 10.000 01 n k Proj Concrete Cap 9000-0201 Each 1.000 01 n j, j1 Proj Transition, Concrete Median Barrier To Guide Rail Double Face 9000-0202 Linear Foot 348.000 01 n j1 Proj Bifurcated Concrete Median Barrier 9000-0203 Linear Foot 931.000 01 n j1 Proj Removal Of Existing Single Face Concrete Barrier 9000-0204 Square Yard 50.000 01 n f3, g Proj Concrete Traffic Separator 9000-0205 Each 1.000 01 n j1 Proj Remove And Reset Concrete Barricade 9000-0206 Each 1.000 01 n x Proj Remove And Relocate Historic Marker 9000-0207 Each 3.000 01 n x Proj Remove And Relocate Septa Bus Shelter 9000-0208 Dollar 30,000.000 $1.00 $30,000.00 01 y b, b1 Proj Demolition Of Structures Containing Non-Regulated Asbestos-Containing Building Materials 9000-0209 Dollar 10,000.000 $1.00 $10,000.00 01 y x Proj Removal And Disposal Of Septic System 9000-0210 Lump Sum 1.000 01 n x Proj Streambed Construction Surveying 9000-0211 Dollar 10,000.000 $1.00 $10,000.00 01 y v2 Proj Health And Safety Plan 9000-0212 Dollar 10,000.000 $1.00 $10,000.00 01 y v2 Proj Site Work Plan 9000-0213 Dollar 650,000.000 $1.00 $650,000.00 01 y v2 Proj Handling And Disposal Of Contaminated Soil 9000-0214 Square Yard 51.000 01 n k Proj Cement Concrete Bus Shelter Pad 9000-0215 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Peco Electrical Services And Coordination - Relocated Bus Shelters 9000-0216 Lump Sum 1.000 01 n b1, v2 Proj Asbestos Removal, Existing Bridge Structures 9000-0217 Each 10.000 01 n c1 Proj Test Pits For Subsurface Exploration 9000-0300 Each 10.000 01 n h Proj Cap Inlet 9000-0301 Each 2.000 01 n h Proj Cap Manhole 9000-0302 Cubic Yard 29.000 01 n h Proj Concrete Pipe Collar 9000-0303 Each 1.000 01 n h Proj Concrete Collar For Inlet Connection 9000-0304 Each 10.000 01 n h Proj Temporary Flexible Pipe Connector 9000-0305 Linear Foot 64.000 01 n h Proj Jacked Concrete Pipe, 48" 9000-0306 Each 1.000 01 n c1 Proj Jacking Pit 9000-0307 Each 1.000 01 n c1 Proj Receiving Pit 9000-0308 Set 19.000 01 n k Proj Type c Concrete Top Unit And Bicycle Safe Grate, Special 9000-0309 Set 9.000 01 n k Proj Type c Concrete Top Unit And Grate, Special 9000-0310 Pound 213.000 01 n m3 Proj Facultative Seed Mix 9000-0311 Each 7.000 01 n m2 Proj Sediment Storage Dewatering Facility 9000-0312 Each 11.000 01 n k Proj Temporary Inlet Plate 9000-0313 Linear Foot 154.000 01 n h Proj 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill Temporary 9000-0314 Linear Foot 8.000 01 n h Proj 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill Temporary 9000-0315 Square Foot 1,855.000 01 n c1 Proj Temporary Steel Plate For Sanitary Sewer Line Protection 9000-0316 Linear Foot 80.000 01 n h Proj 12" Ductile Iron Pipe For Precast Modular Retaining Walls, 100 Year Design Life 9000-0317 Each 5.000 01 n h Proj Plug Drainage Opening 9000-0318 Each 20.000 01 n m Proj Switch Grass 9000-0319 Each 1.000 01 n j, j2 Proj Temporary Gate 9000-0320 Each 1.000 01 n k, x Proj Temporary Box For Sanitary Sewer Manhole Protection 9000-0322 Cubic Yard 4,526.000 01 n c1, m Proj Topsoil Mixture Furnished And Placed 9000-0338 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.1) 9000-0339 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.2a) 9000-0340 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.2b) 9000-0341 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.3) 9000-0342 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.4) 9000-0343 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.5) 9000-0344 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.6) 9000-0345 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.7) 9000-0346 Lump Sum 1.000 01 n h Proj Pumped Water Bypass System (Stream Diversion No.8) 9000-0347 Lump Sum 1.000 01 n s4 Proj Temporary Bridge 9000-0401 Each 1.000 01 n p8 Proj Solar Power Supply 9000-0402 Lump Sum 1.000 01 n r1 Proj Removal Of Portion Of Existing Sign Structure, s.r.0001 Station 81+25 9000-0403 Lump Sum 1.000 01 n r1 Proj Removal Of Portion Of Existing Sign Structure, s.r.0001 Nb Station 109+16 9000-0404 Lump Sum 1.000 01 n r1 Proj Removal Of Portion Of Existing Sign Structure, s.r.0001 Nb Station 122+96 9000-0500 Each 19.000 02 n p4 Proj Fiber Optic Splice Enclosure 9000-0501 Linear Foot 3,004.000 02 n p4 Std Fiber Optic Cable, 12 Strand 9000-0502 Each 5.000 02 n p4 Proj Fiber Optic Patch Cable 9000-0503 Each 5.000 02 n p4 Proj Fiber Optic Termination Panel 9000-0504 Linear Foot 22,355.000 02 n p4 Std Fiber Optic Cable, 144 Strand 9000-0505 Linear Foot 7,840.000 02 n p4 Std Fiber Optic Cable, 48 Strand 9000-0506 Each 2.000 02 n p4 Proj Relocate Existing Cctv Camera Assembly 9000-0507 Lump Sum 1.000 02 n p4 Proj Temporary Connection To Existing Fiber Backbone 9000-0508 Each 28.000 02 n p4 Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Orange Post With Fiber Optic Legend 9000-0509 Linear Foot 7,356.000 02 n p4 Proj 4" Multi-Duct With (4) 1 1/4" Innerducts 9000-0511 Linear Foot 100.000 02 n p4 Proj 2 Inch Conduit (Rigid Metal Conduit) 9000-0512 Each 19.000 02 n p4 Proj 35` Wooden Utility Pole Assembly 9000-0513 Dollar 50,000.000 $1.00 $50,000.00 02 y x Proj Peco Electrical Services And Coordination 9000-0514 Linear Foot 764.000 02 n p4 Proj Directional Boring 9000-0515 Hour 100.000 02 n m1 Proj Selective Tree Trimming And Removal 9000-0516 Each 5.000 02 n p4 Proj Its System, Complete Power Supply 9000-0517 Each 5.000 02 n p4 Proj Testing Of Complete Power Supply 9000-0518 Each 1.000 02 n p4 Proj Relocation/Modification Of Existing Junction Box 9000-0519 Linear Foot 1,840.000 02 n p4 Proj Conduit Concrete Encasement 9000-0520 Each 7.000 02 n x Proj Removal Of Existing Its Devices 9000-0701 Each 8.000 02 n p Proj Led Luminaire 9000-0702 Each 2.000 02 n p Proj Relocation Of Video Detection Traffic Adaptive System, 4 Approaches 9000-0703 Each 2.000 02 n p4 Std Managed Network Switch (Signal Cabinet) 9000-0704 Each 2.000 02 n p Std Emergency Preemption System, 4 Approaches 9000-0705 Each 4.000 02 n c1, p8 Proj Junction Box, 17"x30" 9000-0706 Each 2.000 02 n p Std Controller Assembly, Type i Mounting 9000-0707 Each 2.000 02 n p Std Video Detection System, 1 Camera 9000-0708 Each 1.000 02 n p Std Accessible Pedestrian Signals, 3 Crossings 9000-0709 Each 1.000 02 n p Std Accessible Pedestrian Signals, 4 Crossings 9000-1001 Each 5.000 07 n c6 Proj Existing Pile Extraction, s-33468 9000-1002 Lump Sum 1.000 30 n p8, w Proj Installation Of Catenary Facilities, Septa 9000-1004 Lump Sum 1.000 11 n p8, w Proj Temporary Utility Support, s-33181 9000-1005 Lump Sum 1.000 11 n p8, w Proj Bonding And Grounding, s-33181 9000-1006 Lump Sum 1.000 11 n p8, w Proj Temporary Bonding And Grounding, s-33181 9000-1007 Lump Sum 1.000 10 n p8, w Proj Bonding And Grounding, s-33182 9000-1008 Lump Sum 1.000 10 n p8, w Proj Temporary Bonding And Grounding, s-33182 9000-1009 Cubic Yard 309.000 12 n c1 Proj No. 2a Coarse Aggregate With Excavation, s-39188 9000-1010 Cubic Yard 745.000 13 n c1 Proj No. 2a Coarse Aggregate With Excavation, s-39480 9000-1011 Lump Sum 1.000 11 n p8, w Proj Protection Shield Grounding , s-33181 9000-1012 Lump Sum 1.000 10 n p8, w Proj Protection Shield Grounding, s-33182 9000-1013 Lump Sum 1.000 11 n x Proj Settlement Monitoring, s-33181 9000-1014 Dollar 50,000.000 $1.00 $50,000.00 11 y c1 Proj Settlement Remediation, s-33181 9000-1015 Lump Sum 1.000 01 n x Proj Mobilization For Soil Borings, Sampling And Testing, And Rock Coring 9000-1016 Linear Foot 110.000 01 n c2 Proj Subsurface Drilling - Rock Core Drilling 9000-1017 Linear Foot 345.000 01 n c2 Proj Subsurface Drilling - Standard Soil Boring, Sampling And Testing 9000-1019 Lump Sum 1.000 12 n x Proj Pre-Construction And Post-Construction Inspection 9000-1020 Cubic Yard 144.000 08 n c1 Proj No. 57 Coarse Aggregate With Excavation, s-33180 9000-1021 Cubic Yard 213.000 09 n c1 Proj No. 57 Coarse Aggregate With Excavation, s-33185 9000-1022 Dollar 22,050.000 $1.00 $22,050.00 14 y c1 Proj Unforeseen No. 2a Coarse Aggregate With Excavation, s-39189 9000-1102 Square Foot 3,519.000 11 n x Proj Underdeck Protection Shields, s-33181 9000-1103 Square Foot 4,317.000 10 n x Proj Underdeck Protection Shields, s-33182 9000-1202 Linear Foot 165.000 11 n x Proj Cantilevered Combination Work Platforms And Protection Shields, s-33181 9000-1203 Linear Foot 170.000 10 n x Proj Cantilevered Combination Work Platforms And Protection Shields, s-33182 9000-2000 Lump Sum 1.000 51 n x Proj Bcwsa Water Main Severing 9000-2001 Lump Sum 1.000 60 n x Proj Installation Of Aqua Pennsylvania Water Facilities 9203-0101 Lump Sum 1.000 07 n c1, s5 Std Temporary Excavation Support And Protection System, s-33468 9203-0102 Lump Sum 1.000 08 n c1, s5 Std Temporary Excavation Support And Protection System, s-33180 9203-0103 Lump Sum 1.000 09 n c1, s5 Std Temporary Excavation Support And Protection System, s-33185 9203-0104 Lump Sum 1.000 10 n c1, s5 Std Temporary Excavation Support And Protection System, s-33182 9203-0105 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System, s-33181 9203-0108 Lump Sum 1.000 12 n c1, s5 Std Temporary Excavation Support And Protection System, s-39188 9203-0109 Lump Sum 1.000 17 n c1, s5 Std Temporary Excavation Support And Protection System, s-39330 9203-0110 Lump Sum 1.000 18 n c1, s5 Std Temporary Excavation Support And Protection System, s-39415 9203-0111 Lump Sum 1.000 19 n c1, s5 Std Temporary Excavation Support And Protection System, s-39424 9203-0112 Dollar 200,000.000 $1.00 $200,000.00 01 y c1, s5 Proj Temporary Excavation Support And Protection System, Jacking And Receiving Pits 9203-0113 Lump Sum 1.000 01 n c1, s5 Std Temporary Excavation Support And Protection System, e&s Access Road No. 3 9203-0114 Lump Sum 1.000 24 n c1, s5 Std Temporary Excavation Support And Protection System, s-39472 9203-0115 Lump Sum 1.000 25 n c1, s5 Std Temporary Excavation Support And Protection System, s-39546 9999-9950 Each 1.000 $504.00 $504.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $474.00 $474.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 1.000 $1,335.00 $1,335.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 1.000 $1,028.00 $1,028.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $1,257.00 $1,257.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $969.00 $969.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $897.00 $897.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 1.000 $581.00 $581.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $1,180.00 $1,180.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $955.00 $955.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $1,236.00 $1,236.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,537.00 $1,537.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Vertical Foot 1.000 $1,215.00 $1,215.00 42 y k Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $359.00 $359.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $438.00 $438.00 42 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $344.00 $344.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $512.00 $512.00 42 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9967 Each 1.000 $643.00 $643.00 42 y k Std 201 Box Adjustment For Resurfacing

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Signaling and Control Equipment, Traffic Signals.