Us 202 Reconstruction/Widening: Johnson Highway To Swede Road;D/B Limited To Ada Ramps & Walls

The description and location of the project is as follows: For the widening and reconstruction of approximately 1.96 miles of existing SR 0202 (DeKalb Pike) to a five-lane roadway, reconstruction of approximately 0.30 miles of existing SR3017 (Johnson Highway), reconstruction of approximately 0.19 miles of existing county road (Germantown Pike), reconstruction of approximately 0.23 miles of existing SR 3001 (Township Line Road), reconstruction of 0.45 miles of municipal roadways, including, post construction stormwater management facilities, replacement of one box culvert, replacement of one bridge, construction of two sound walls, drainage improvements, traffic signals, ITS networking components, utility installation/relocation, concrete curb, concrete sidewalk, pedestrian curb ramps, guiderail, pavement markings, signing, landscaping, and other miscellaneous construction, as indicated on the approved drawings for STATE ROUTE 0202, SECTION 61S, in MONTGOMERY COUNTY, and in NORRISTOWN MUNICIPALITY, EAST NORRITON TOWNSHIP, and in WHITPAIN TOWNSHIP, from approximately 1000 feet south of the intersection of SR 0202 and SR 3017 (Johnson Highway) at segment 0154, offset 0614 to approximately 1062 feet north of the intersection SR 0202 and SR 3001 (Township Line Road) at segment 0200, offset 1062. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 65,779.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 2,743.000 07 n c1 Class 1b Excavation 0204-0001 Cubic Yard 6,492.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 262.000 01 n c1, h, s Class 4 Excavation 0208-0001 Hour 8.000 01 n c Special Rolling 0208-0002 Cubic Yard 100.000 01 n c1 Excavation/Backfill/Compaction 0208-0003 Square Yard 200.000 01 n c3, h, m2 Geotextile Class 4 0212-0001 Linear Foot 15,080.000 01 n c3, h, m2 Geotextile, Class 1 0212-0007 Square Yard 16,612.000 01 n c3, h, m2 Geotextile, Class 3, Type a 0212-0014 Square Yard 108,216.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 20,000.000 $1.00 $20,000.00 01 y z Temporary Project Air Pollution Control 0220-0010 Cubic Yard 68.000 01 n k1 Flowable Backfill, Type b 0220-0020 Cubic Yard 100.000 16** n k1 Flowable Backfill, Type c 0313-0322 Square Yard 9,647.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0323 Square Yard 4,232.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0424 Square Yard 19,767.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0426 Square Yard 8,529.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0522 Square Yard 3,199.000 07 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0528 Square Yard 59,378.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 19,591.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 85,844.000 01** n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 1,634.000 07 n c, e Subbase (No. 2a) 0413-0193 Square Yard 10,232.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0195 Square Yard 5,038.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0244 Square Yard 14,592.000 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 0413-0245 Square Yard 15,350.000 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 0413-1025 Ton 124.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0413-3284 Square Yard 61,417.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-6035 Square Yard 9,787.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6045 Square Yard 23,051.000 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 0413-8054 Square Yard 59,374.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 199,460.000 $1.00 $199,460.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 13,570.000 07 n f4 Asphalt Tack Coat 0460-0003 Square Yard 186,415.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 1,411.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 2,211.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 1,090.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0601-0381 Linear Foot 52.000 01 n h 42" Thermoplastic Pipe, Group Iv, 7`-2.5` Fill 0601-0406 Linear Foot 76.000 01 n h 36" Thermoplastic Pipe, Group Vi, 15`-2` Fill 0601-0408 Linear Foot 103.000 01 n h 48" Thermoplastic Pipe, Group Vi, 15`-2` Fill 0601-0453 Linear Foot 185.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box 0601-0760 Linear Foot 11.000 01 n h 12" Ductile Iron Pipe 0601-0969 Linear Foot 5.000 01 n h 48" Ductile Iron Pipe, Shore/Trench Box 0601-1869 Linear Foot 9.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-2843 Linear Foot 69.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0601-4003 Linear Foot 9.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box e 0601-4431 Linear Foot 10.000 01 n h 48" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-5091 Linear Foot 10.000 01 n h 48" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage, Shore/Trench Box o 0601-4101 Linear Foot 10.000 01 n h 48" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage, Shore/Trench Box 0601-4439 Linear Foot 5.000 01 n h 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0601-5049 Linear Foot 31.000 01 n h 36" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o 0601-4039 Linear Foot 31.000 01 n h 36" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o 0601-4369 Linear Foot 31.000 01 n h 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-5901 Linear Foot 2,339.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 419.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0601-7313 Linear Foot 241.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-7327 Linear Foot 30.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-7341 Linear Foot 87.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-7508 Linear Foot 9.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7508 Linear Foot 983.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 983.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 0601-7509 Linear Foot 9.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7509 Linear Foot 2,274.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 2,274.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7510 Linear Foot 89.000 01 n h 18" Reinforced Concrete Pipe, Type a, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 89.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7517 Linear Foot 962.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1925 Linear Foot 962.000 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, 100 Year Design Life e 0601-7526 Linear Foot 1,178.000 01 n h 30" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1927 Linear Foot 1,178.000 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 0601-7536 Linear Foot 182.000 01 n h 36" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1929 Linear Foot 182.000 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, 100 Year Design Life 0601-7538 Linear Foot 48.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7541 Linear Foot 107.000 01 n h 42" Reinforced Concrete Pipe, Type a, 10` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1930 Linear Foot 107.000 01 n h 42" 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 0601-7543 Linear Foot 9.000 01 n h 48" Reinforced Concrete Pipe, Type a, 3` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7544 Linear Foot 188.000 01 n h 48" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1931 Linear Foot 188.000 01 n h 48" 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 0601-7706 Linear Foot 19.000 01 n h 15" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box e 0601-7707 Linear Foot 769.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box o 0601-1863 Linear Foot 769.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0453 Linear Foot 769.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box e 0601-7707 Linear Foot 229.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box o 0601-0453 Linear Foot 229.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box 0601-7708 Linear Foot 23.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7`- 3` Fill, Shore/Trench Box e 0601-7708 Linear Foot 625.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7`- 3` Fill, Shore/Trench Box o 0601-1863 Linear Foot 625.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0453 Linear Foot 625.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box e 0601-7709 Linear Foot 12.000 01 n h 18" Reinforced Concrete Pipe, Type b, 10` - 7` Fill, Shore/Trench Box o 0601-1863 Linear Foot 12.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0500 Linear Foot 12.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e 0601-7715 Linear Foot 196.000 01 n h 24" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box o 0601-1865 Linear Foot 196.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0455 Linear Foot 196.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box e 0601-7716 Linear Foot 27.000 01 n h 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o 0601-1865 Linear Foot 27.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0455 Linear Foot 27.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box e 0601-7725 Linear Foot 302.000 01 n h 30" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o 0601-1867 Linear Foot 302.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0457 Linear Foot 302.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box e 0601-7734 Linear Foot 59.000 01 n h 36" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box o 0601-1869 Linear Foot 59.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0459 Linear Foot 59.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box 0601-7744 Linear Foot 5.000 01 n h 48" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box e 0601-7745 Linear Foot 45.000 01 n h 48" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o 0601-1871 Linear Foot 45.000 01 n h 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box e 0602-1567 Linear Foot 194.000 01 n h 33" x 26" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0602-1747 Linear Foot 194.000 01 n h 33" x 26" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box e 0602-1569 Linear Foot 320.000 01 n h 40" x 31" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0602-1789 Linear Foot 320.000 01 n h 40" x 31" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box e 0602-1610 Linear Foot 681.000 01 n h 46" x 36" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0602-1790 Linear Foot 681.000 01 n h 46" x 36" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box e 0602-1611 Linear Foot 206.000 01 n h 53" x 41" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0602-1791 Linear Foot 206.000 01 n h 53" x 41" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0602-4291 Linear Foot 206.000 01 n h 53" x 41" Corrugated Galvanized Steel Pipe Arch, Type Ii, (5" x 1" Corrugations), 12 Gage, Shore/Trench Box e 0602-1625 Linear Foot 51.000 01 n h 27" x 21" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 9000-0203 Linear Foot 51.000 01 n h Proj 27" x 21" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life, Shore/Trench Box e 0602-1627 Linear Foot 92.000 01 n h 33" x 26" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 9000-0230 Linear Foot 92.000 01 n h Proj 33" x 26" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 0602-1629 Linear Foot 74.000 01 n h 40" x 31" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 0602-1909 Linear Foot 74.000 01 n h 40" x 31" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 0602-1630 Linear Foot 336.000 01 n h 46" x 36" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 0602-1910 Linear Foot 336.000 01 n h 46" x 36" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 0602-1631 Linear Foot 192.000 01 n h 53" x 41" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 0602-1911 Linear Foot 192.000 01 n h 53" x 41" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life 0602-4367 Linear Foot 100.000 01 n h 35" x 24" Corrugated Aluminized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box e 4604-1215 Linear Foot 379.000 01 n Yes h Proj 27" x 21" Perforated Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Shore/Trench Box o 9000-0227 Linear Foot 379.000 01 n h Proj 27" x 21" Perforated Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 4604-1216 Linear Foot 89.000 01 n Yes h Proj 33" x 26" Perforated Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Shore/Trench Box o 9000-0231 Linear Foot 89.000 01 n h Proj 33" x 26" Perforated Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, 100 Year Design Life, Shore/Trench Box e 0604-7508 Linear Foot 5,841.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4508 Linear Foot 5,841.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life e 0604-7509 Linear Foot 1,812.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4509 Linear Foot 1,812.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0604-7517 Linear Foot 638.000 01 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4517 Linear Foot 638.000 01 n h 24" Perforated Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0604-7526 Linear Foot 1,181.000 01 n h 30" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4526 Linear Foot 1,181.000 01 n h 30" Perforated Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0604-7536 Linear Foot 572.000 01 n h 36" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4536 Linear Foot 572.000 01 n h 36" Perforated Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-1300 Each 27.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 48.000 01 n k Manhole Frame And Cover 0605-2600 Each 8.000 01 n k Type d Endwall 4605-2620 Each 1.000 01 n Yes k Proj Type d-w Endwall Special Configuration 0605-2630 Each 1.000 01 n k Type e-s Endwall 4605-2711 Set 196.000 01 n Yes k Proj Type c Concrete Top Unit And Bicycle Safe Grate 6" Reveal 0605-2730 Set 34.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 8.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2741 Set 3.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2781 Set 40.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 165.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 1.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2854 Each 99.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 2.000 01 n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2858 Each 16.000 01 n k Type 5 Inlet Box, Height < /= 10` 0605-2859 Each 5.000 01 n k Type 5 Inlet Box, Height > 10` And < /= 20` 0605-2862 Each 9.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-2863 Each 3.000 01 n k Type 6 Inlet Box, Height > 10` And < /= 20` 0605-2870 Each 1.000 01 n k Type 8 Inlet Box, Height < /= 10` 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3011 Each 13.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3021 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0605-3031 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0605-3032 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >10` And < /= 20` 0606-0050 Set 11.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0002 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0006 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0609-0011 Lump Sum 1.000 04 n x Field Laboratory 0610-7002 Linear Foot 15,080.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 8.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 109.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0020 Each 1.000 01 n h Concrete Collar For 12" Pipe Extension 0618-0021 Each 2.000 01 n h Concrete Collar For 15" Pipe Extension 0618-0022 Each 6.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0028 Each 8.000 01 n h Concrete Collar For 36" Pipe Extension 0618-0030 Each 3.000 01 n h Concrete Collar For 48" Pipe Extension 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Retrofit 0620-0400 Each 19.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 1,808.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0585 Linear Foot 25.000 01 n j Rubbing Rail 0620-0594 Linear Foot 25.000 01 n j Structure Mounted Guide Rail 4620-0594 Linear Foot 13.000 07 n Yes j Proj Structure Mounted Guide Rail Temporary 0620-1025 Linear Foot 25.000 01 n j Type 2-w Guide Rail 4620-1075 Linear Foot 13.000 01 n Yes j Proj Type 2-s Guide Rail Parking Lot 0620-1600 Linear Foot 563.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 913.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 75.000 01** n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1645 Linear Foot 188.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 12.000 01** n j Type 31-Strong Post In-Line Anchor 0623-0052 Linear Foot 2,713.000 01 n j1 Single Face Concrete Barrier 0623-0112 Each 2.000 01 n j1 Flared End Transition 0624-0001 Linear Foot 60.000 01 n j2 Right-Of-Way Fence, Type 1 4624-0001 Linear Foot 2,806.000 01 n Yes j2 Proj Right-Of-Way Fence, Type 1 Dark Green 0624-0300 Each 2.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 4624-0300 Each 10.000 01 n Yes j2 Proj End Posts For Type 1 Right-Of-Way Fence Dark Green 0624-0400 Each 2.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 4624-0400 Each 28.000 01 n Yes j2 Proj Corner Posts For Type 1 Right-Of-Way Fence Dark Green 4624-0500 Each 27.000 01 n Yes j2 Proj Pull Posts For Type 1 Right-Of-Way Fence Dark Green 0624-0600 Each 5.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 4624-0600 Each 250.000 01 n Yes j2 Proj Line Posts For Type 1 Right-Of-Way Fence Dark Green 4624-0724 Each 5.000 01 n Yes j2 Proj Vehicular Gate For Type 1 Right-Of-Way Fence, 14-Foot Opening Dark Green 0627-3052 Linear Foot 792.000 07 n j1 Temporary Barrier, Concrete, j-j Hook, New Jersey Shape And f-Shape (Easi-Set Industries) 0628-3052 Linear Foot 860.000 07 n j1 Reset Temporary Barrier, Concrete, j-j Hook, New Jersey Shape And f-Shape (Easi-Set Industries) 4630-0001 Linear Foot 25,494.000 01** n Yes k Proj Plain Cement Concrete Curb Less Than 8" Reveal 4630-0002 Linear Foot 610.000 01 n Yes k Proj Plain Cement Concrete Curb Cheekwall 0633-0225 Linear Foot 4,760.000 01 n k Plain Concrete Mountable Curb, Type b 4641-0005 Square Yard 10.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter 6" Reveal 0660-0022 Linear Foot 7,410.000 01 n f3 Milled Centerline Rumble Strips Type 2 0664-0100 Square Foot 539.000 01 n k1, s5 Modular Architectural Block System 0676-0001 Square Yard 8,892.000 01** n k Cement Concrete Sidewalk 0676-0003 Square Yard 398.000 01 n k Sidewalks And Driveway Aprons Through Driveways 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 0695-0002 Square Foot 1,418.000 08 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 1,418.000 08 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 1,418.000 08 n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 4.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022 Cubic Yard 2,941.000 01** n c1, h No. 8 Coarse Aggregate 0703-0026 Cubic Yard 1,139.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 4,804.000 01** n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 5.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 176.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 533.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 192.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006 Pound 1,895.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0013 Pound 23.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0051 Acre 45.000 01 n Zz Mowing 0806-0113 Square Yard 10,402.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 393.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-3073 Each 1.000 01 n m Red Maple - (2" Cal. b&b) 0808-3242 Each 2.000 01 n m Sweetgum - (2" Cal. b&b) 0808-3273 Each 2.000 01 n m American Sycamore - (2" Cal. b&b) 0808-3303 Each 2.000 01 n m Red Oak - (2" Cal. b&b) 0808-3332 Each 1.000 01 n m Pin Oak - (2" Cal. b&b) 0808-3731 Each 2.000 01 n m Arrowwood Viburnum - (3` Ht. b&b) 0808-3952 Each 2.000 01 n m Black Chokeberry - (30" Ht. b&b) 0808-4092 Each 2.000 01 n m Silky Dogwood - (3` Ht. b.r.) 0808-4102 Each 2.000 01 n m Red Osier Dogwood - (3` Ht. b.r.) 0808-6000 1000 Gallons 45.000 01 n m Watering 0845-0001 Dollar 100,000.000 $1.00 $100,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 77.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 93.000 01 n c1 Rock, Class r-4 0850-0025 Square Yard 9.000 01 n c1 Rock, Class r-7 0850-0026 Square Yard 30.000 01 n c1 Rock, Class r-8 4850-0034 Cubic Yard 44.000 01 n Yes c1 Proj Rock, Class r-6 Choked With Salvaged Stream Bed Material 0851-0003 Square Yard 106.000 01 n c1 Rock Apron 0855-0003 Each 6.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 6.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 27.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 3.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 148.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 14.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0860-0011 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0860-0012 Each 18.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type c Inlet 0861-0001 Cubic Yard 2,645.000 01 n c1 Cleaning Sedimentation Structures 0867-0018 Linear Foot 11,343.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 366.000 01 n m2 Compost Filter Sock, 24" Diameter 4867-0022 Linear Foot 142.000 01 n Yes m2 Proj Compost Filter Sock, 24" Diameter Diversion Sock 0867-0032 Linear Foot 319.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0872-0001 Each 5.000 01 n c1, h Concrete Anti-Seep Collar 0873-0001 Linear Foot 525.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 6.000 01 n c1, h Temporary Riser Pipe Assembly 4875-0001 Each 9.000 01 n Yes c1, h Proj Concrete Outlet Structure With Top Trash Rack 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 60.000 07 n q Shadow Vehicle 0901-0120 Each 2.000 07 n q Speed Display Sign 0901-0202 Each 4.000 07 n q Floodlights 0901-0203 Each 7.000 07 n q Arrow Panel 0901-0231 Day 50.000 07 n q Additional Warning Lights, Type b 0901-0240 Square Foot 600.000 07 n q, r Additional Traffic Control Signs 0901-0460 Each 20.000 07 n q Full-Matrix Changeable Message Sign With Telecommunications 4910-0001 Each 4.000 03 n Yes c1, p8 Proj Junction Boxes j.b.-1 Electrical 4910-0002 Each 4.000 03 n Yes c1, p8 Proj Junction Boxes j.b.-2 Communications 0910-4116 Linear Foot 4,704.000 02 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 1,460.000 01 n r Post Mounted Signs, Type b 0933-0001 Square Foot 70.000 01 n r Post Mounted Signs, Type d 0935-0001 Square Foot 473.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 801.000 02 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0105 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 26.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0195 Each 17.000 01 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0300 Each 8.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0303 Each 240.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Red Post With White Sheeting 0937-0304 Each 12.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Red Post With Yellow Sheeting 0937-0314 Each 77.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Yellow Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 4951-0120 Each 4.000 02 n Yes p Std Traffic Signal Support, 20` Mast Arm Powder Coated 4951-0125 Each 2.000 02 n Yes p Std Traffic Signal Support, 25` Mast Arm Powder Coated 4951-0130 Each 1.000 02 n Yes p Std Traffic Signal Support, 30` Mast Arm Powder Coated 4951-0135 Each 3.000 02 n Yes p Std Traffic Signal Support, 35` Mast Arm Powder Coated 4951-0140 Each 1.000 02 n Yes p Std Traffic Signal Support, 40` Mast Arm Powder Coated 4951-0145 Each 3.000 02 n Yes p Std Traffic Signal Support, 45` Mast Arm Powder Coated 4951-0150 Each 2.000 02 n Yes p Std Traffic Signal Support, 50` Mast Arm Powder Coated 4951-0155 Each 1.000 02 n Yes p Std Traffic Signal Support, 55` Mast Arm Powder Coated 4951-0160 Each 1.000 02 n Yes p Std Traffic Signal Support, 60` Mast Arm Powder Coated 4951-2125 Each 4.000 02 n Yes p Std Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2130 Each 3.000 02 n Yes p Std Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2145 Each 4.000 02 n Yes p Std Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2150 Each 2.000 02 n Yes p Std Traffic Signal Support, 50` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2155 Each 2.000 02 n Yes p Std Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-2160 Each 1.000 02 n Yes p Std Traffic Signal Support, 60` Mast Arm With Luminaire Arm (30` Mounting Height) Powder Coated 4951-4014 Each 2.000 02 n Yes p Std Traffic Signal Support, 14` Pedestal Powder Coated 4951-4022 Each 53.000 02 n Yes p Std Pedestrian Stub Pole, Type b Powder Coated 4951-4025 Each 3.000 02 n Yes p Std Pedestrian Stub Pole, Type e Powder Coated 0954-0012 Linear Foot 3,466.000 02** n p8 2 Inch Conduit 0954-0013 Linear Foot 4,125.000 02 n p8 3 Inch Conduit 0954-0151 Linear Foot 2,313.000 02** n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 10.000 03 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 1,399.000 02 n c1, p8 Trench And Backfill, Type Iii 0954-0202 Linear Foot 13,552.000 02 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 4,690.000 02 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0301 Each 2.000 02 n p8 Junction Box, Jb-26 0954-0302 Each 14.000 02 n p8 Junction Box, Jb-27 0954-0401 Each 1.000 02 n p8 Electrical Service, Type a 0954-0403 Each 6.000 02 n p8 Electrical Service, Type c 4954-0600 Each 7.000 02 n Yes p8 Std Uninterruptible Power Supply (Ups) Led Indicator Light 0955-3208 Each 64.000 02 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 2.000 02 n p Vehicular Signal Head, Four 12" Sections 0955-3210 Each 6.000 02 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 54.000 02 n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Steady Countdown 0960-0001 Linear Foot 25,325.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 35,035.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 19,135.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 6,240.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 1,365.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 69.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0220 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 21.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 47.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0232 Each 11.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0960-0257 Linear Foot 40.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0960-0431 Each 56.000 01 n o2 White Hot Thermoplastic Legend, "Bicycle With Rider", 6` - 0" x 3` -4" 0960-0432 Each 53.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 6` - 0" x 1` -8" 0960-1121 Each 24.000 01 n o2 White Hot Thermoplastic Legend, Shared Lane Marking 0962-1000 Linear Foot 150,078.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 23,148.000 07 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 2,189.000 07 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 218,148.000 07 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 4,084.000 07 n o 24" Yellow Waterborne Pavement Markings 0962-1025 Each 92.000 07 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1061 Each 30.000 07 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 65.000 07 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1063 Each 4.000 07 n o3 White Waterborne Pavement Legend, "Thru And Right Arrow", 20`-0" x 3`-7" 0963-0001 Square Foot 23,192.000 07 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 301,132.000 07 n o2, o3 4" Pavement Marking Removal 0963-0010 Each 122.000 07 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 166.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 166.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 60.000 01 n o 6" White Epoxy Pavement Markings 0971-0001 Each 47.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 20.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1018-0060 Lump Sum 1.000 01 n c1, t1 Removal Of Existing Culvert 5201-1300 Each 3.000 03 n Yes p1, p2, p4, p5 Proj Its Device Field Enclosure, Pole Mount Node Specific 5201-3000 Lump Sum 1.000 03 n Yes p1, p2, p3, p4, p5 Proj Its Device Testing, Complete Extended Support Period 5202-0001 Lump Sum 1.000 03 n Yes p5 Proj Atms Its Device Integration Open Tms 5230-2600 Each 1.000 03 n Yes p3 Proj Its Dynamic Message Sign, 12" Text, Front-Access, 30-Deg Full Color 1999-9999 Hour 7,000.000 05 n z Std Trainees 8213-0001 Lump Sum 1.000 10 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-26609 8213-0002 Lump Sum 1.000 09 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-26342 8219-0001 Lump Sum 1.000 10 n x Std Design Of Sound Barrier Wall (No As-Designed Foundation Provided), s-26609 8219-0002 Lump Sum 1.000 09 n x Std Design Of Sound Barrier Wall (No As-Designed Foundation Provided), s-26342 8255-0001 Lump Sum 1.000 10 n s5 Std Construction Of Retaining Wall, s-26609 8255-0002 Lump Sum 1.000 09 n s5 Std Construction Of Retaining Wall, s-26342 8259-0001 Lump Sum 1.000 10 n s5 Std Construction Of Sound Barrier Wall System, s-26609 8259-0002 Lump Sum 1.000 09 n s5 Std Construction Of Sound Barrier Wall System, s-26342 e 8510-0001 Lump Sum 1.000 12 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-24677 a 1002-0052 Pound 4,383.000 12 n s7 Reinforcement Bars, Epoxy Coated a 1002-0073 Pound 1,569.000 12 n s7 Reinforcement Bars, Galvanized o 8520-0001 Lump Sum 1.000 12 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-24677 e 8510-0002 Lump Sum 1.000 11 n Yes s1 Std Bridge Structure, As Designed, s-24701 a 1002-0001 Pound 36,768.000 11 n s7 Reinforcement Bars a 1002-0053 Pound 74,509.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8520-0002 Lump Sum 1.000 11 n s1 Std Prestressed Concrete Bridge Structure, s-24701 o 8530-0002 Lump Sum 1.000 11 n s1 Std Steel Bridge Structure, s-24701 8948-0801 Lump Sum 1.000 13 n Yes p3, r1 Proj Steel Dms Sign Structure, Cantilever, s-37970 9000-0037 Lump Sum 1.000 01 n Zz Proj Health And Safety Plan 9000-0038 Lump Sum 1.000 01 n Zz Proj Site Work Plan 9000-0039 Lump Sum 1.000 01 n x Proj Excavation Sampling, Analysis And Reporting (Contractor Pre-Qualification) 9000-0040 Dollar 23,725.000 $1.00 $23,725.00 01 y Zz Proj Event Specific Sampling Plan And Report 9000-0041 Dollar 36,765.000 $1.00 $36,765.00 01 y Zz Proj Soil And Water Sampling And Analysis 9000-0042 Ton 9,087.000 01 n x Proj Load, Transport And Dispose - Nonhazardous Soil 9000-0043 Ton 426.000 01 n x Proj Load, Transport And Dispose - Hazardous Soil 9000-0044 Cubic Yard 5,675.000 01 n x Proj Load, Transport And Stage Regulated Soil 9000-0045 Dollar 10,000.000 $1.00 $10,000.00 01 y x Proj Contaminated Groundwater Treatment And Disposal - Mobilization 9000-0046 Dollar 40,000.000 $1.00 $40,000.00 01 y x Proj Contaminated Groundwater Treatment And Disposal - Containment And Treatment 9000-0047 Dollar 23,040.000 $1.00 $23,040.00 01 y x Proj Contaminated Groundwater Treatment And Disposal - Nonhazardous Disposal 9000-0048 Dollar 24,000.000 $1.00 $24,000.00 01 y x Proj Contaminated Groundwater Treatment And Disposal - Hazardous Disposal 9000-0049 Square Foot 10,000.000 01 n Zz Proj Temporary Impacted Saturated Soils-Secondary Containment Stockpile 9000-0050 Square Foot 15,000.000 01 n Zz Proj Temporary Unsaturated/Overburden Impacted Soils-Secondary Containment Stockpile 9000-0051 Each 10.000 01 n Zz Proj Trench Plugs 9000-0052 Each 2.000 01 n Zz Proj Temporary Impacted Groundwater Or Stormwater Storage/Containment 9000-0053 Each 8.000 01 n Zz Proj Impacted Soils Portable Storage/Containment 9000-0054 Linear Foot 600.000 01 n Zz Proj Diversion/Containment & Protection Berm 9000-0100 Each 2.000 01 n r Std Covid-19 Safety Plan Sign 9000-0102 Square Foot 270.000 01 n k, k1 Proj Concrete Grid Paver Driveway 9000-0104 Cubic Yard 6.000 01 n k Proj Concrete Steps 9000-0105 Each 1.000 01 n m Proj Relocate Existing Boulder 9000-0106 Lump Sum 1.000 01 n k1 Proj Modify Existing Concrete Retaining Wall At Parcel 129 9000-0107 Linear Foot 223.000 01 n k Proj Belgian Block Curb 9000-0108 Square Foot 93.000 01 n k, k1 Proj Rebuild Paver Walkway 9000-0109 Each 2.000 01 n j1 Proj Single Face Concrete Barrier Flared End Section With Moment Slab 9000-0110 Square Foot 50.000 01 n k, k1 Proj Remove And Reset Brick Walkway 9000-0111 Square Foot 40.000 01 n k, k1 Proj Flagstone Walkway 9000-0112 Each 55.000 01 n j, j2, r Proj Mailbox Relocation 9000-0114 Linear Foot 104.000 01 n j2 Proj Handrail 9000-0150 Each 4.000 01 n x Proj Permanent Right Of Way Monuments 9000-0152 Lump Sum 1.000 01 n x Proj Monitoring And Vibration Control 9000-0157 Dollar 25,000.000 $1.00 $25,000.00 07 y Zz Proj Off-Duty Uniformed Police Officer 9000-0202 Each 1.000 01 n h Proj Cut And Plug Existing Pipe 9000-0209 Linear Foot 78.000 01 n h Proj 16" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 9000-0210 Linear Foot 52.000 01 n h Proj Trench Drain 9000-0220 Each 1.000 01 n k Proj Type 4 Water Quality Inlet Box w/ Manhole Frame And Cover 9000-0221 Each 1.000 01 n k Proj Type 5 Water Quality Inlet Box w/ Manhole Frame And Cover 9000-0222 Each 1.000 01 n k Proj Type 4 Water Quality Manhole w/ Manhole Frame And Cover e 9000-0225 Linear Foot 249.000 01 n h Proj 20" x 16" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life, Shore/Trench Box o 9000-0226 Linear Foot 249.000 01 n h Proj 20" x 16" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life, Shore/Trench Box e 9000-0233 Linear Foot 599.000 01 n h Proj 20" x 16" Perforated Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life o 9000-0234 Linear Foot 599.000 01 n h Proj 20" x 16" Perforated Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 9000-0235 Linear Foot 38.000 01 n h Proj 40" x 31" Perforated Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 9000-0236 Linear Foot 38.000 01 n h Proj 40" x 31" Perforated Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box 9000-0238 Linear Foot 275.000 01 n h Proj Repair/Replacement Of Residential Drains 9000-0241 Each 10.000 01 n h Proj Concrete Pipe Pier 9000-0242 Each 1.000 01 n h Proj End Section For Inlet 9000-0300 Each 4.000 01 n m2 Proj Rock Filter 9000-0301 Each 6.000 01 n m2 Proj Inlet Protection For Open Mouth Inlet 9000-0302 Linear Foot 598.000 01 n m2 Proj Temporary Baffle Wall 9000-0303 Each 6.000 01 n m2 Proj Sediment Basin Dewatering Facility 9000-0304 Each 6.000 01 n m2 Proj Cleanout Stake 9000-0306 Each 29.000 01 n h Proj Temporary Inlet Cap 9000-0307 Each 27.000 01 n h Proj Temporary Pipe Cap 9000-0308 Linear Foot 144.000 01 n h, m2 Proj 48" Temporary Pipe Flume 9000-0310 Each 4.000 01 n m2 Proj Temporary Pump Bypass 9000-0311 Linear Foot 708.000 01 n m2 Proj Temporary Cofferdam 9000-0312 Each 290.000 01 n m2 Proj Tree Root Protection 9000-0313 Each 2.000 01 n h Proj Temporary Flexible Pipe Connection 9000-0314 Each 1.000 01 n h Proj Fabricated Bend For 18" Pipe 9000-0315 Each 1.000 01 n h Proj Fabricated Bend For 36" Pipe 9000-0316 Each 1.000 01 n h Proj Fabricated Bend For 48" Pipe 9000-0317 Each 1.000 01 n h Proj Temporary Cast-In-Place Concrete Collar 9000-0318 Cubic Yard 438.000 01 n m3 Proj Clay Core 9000-0400 Lump Sum 1.000 01 n c1, h Proj Underground Detention Basin c-1-a 9000-0402 Cubic Yard 2,743.000 01 n m3 Proj Bioretention Planting Soils 9000-0403 Linear Foot 1,500.000 01 n h2 Proj 4" Perforated Pipe Underdrain 9000-0404 Each 33.000 01 n h Proj 4" Pvc Cleanout Pipe 9000-0407 Square Yard 6,159.000 01 n c1, c3 Proj Impermeable Liner 9000-0408 Each 2.000 01 n c1, h Proj Outlet Structure With Internal Weir Wall 9000-0409 Each 5.000 01 n m3 Proj Infiltration Testing 9000-0412 Cubic Yard 365.000 01 n m3 Proj Amended Soils 9000-0413 Cubic Yard 899.000 01 n m3 Proj Basin Fill 9000-0500 Each 1.000 01 n m2 Proj Embedded Log Roughness Element 9000-0501 Each 68.000 01 n m Proj Live Stakes 9000-0502 Lump Sum 1.000 01 n m Proj Plant Establishment And Replacement 9000-0550 Pound 7.000 01 n m3 Proj Seed Mix 1 (Ernmx #183) 9000-0551 Pound 13.000 01 n m3 Proj Seed Mix 2 (Ernmx #127) 9000-0552 Pound 10.000 01 n m3 Proj Seed Mix 3 (Ernmx #177) 9000-0949 Cubic Yard 4,100.000 01 n c1 Proj Overexcavation And Backfill With Penndot No. Ogs And/Or In-Situ Suitable Material 9000-0950 Cubic Yard 82.000 11 n c1 Proj Overexcavation And Backfill With Class c Cement Concrete 9000-0951 Cubic Yard 35.000 12 n c1 Proj Overexcavation And Backfill With No. 8 Coarse Aggregate 9000-0952 Lump Sum 1.000 19 n s1 Proj Relocation Of Verizon Facilities, s-24701 9000-0953 Lump Sum 1.000 18 n s1 Proj Relocation Of Peco Energy Gas Main, s-24701 9000-0954 Dollar 1,000.000 $1.00 $1,000.00 12 y c1, s5 Proj Temporary Support Of Existing Verizon Duct Bank, s-24677 9000-1001 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike & Johnson Highway 9000-1002 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike & Jefferson Crossing 9000-1003 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike & Dekalb Apartments 9000-1004 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike & Hospital Driveway 9000-1005 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike And Germantown Pike 9000-1006 Each 1.000 07 n p Proj Temporary Traffic Signals:Dekalb Pike And Township Line Road 9000-1007 Each 1.000 07 n p Proj Temporary Traffic Signals:Township Line Road & Swede Road 9000-1008 Each 1.000 07 n p Proj Temporary Traffic Signals:Johnson Highway & Arch Road 9000-1009 Each 8.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike & Johnson Highway 9000-1010 Each 5.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike & Jefferson Crossing 9000-1011 Each 8.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike & Dekalb Apartments 9000-1012 Each 5.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike & Hospital Driveway 9000-1013 Each 10.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike And Germantown Pike 9000-1014 Each 9.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Dekalb Pike & Township Line Road 9000-1015 Each 2.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Township Line Road & Swede Road 9000-1016 Each 5.000 07 n p Proj Temporary Traffic Signal Reset (Permanent Only):Johnson Highway & Arch Road 9000-1017 Dollar 100,000.000 $1.00 $100,000.00 07 y q Proj Unforeseen Traffic Control Modifications 9000-1018 Dollar 10,000.000 $1.00 $10,000.00 07 y o, q Proj Unforeseen Pavement Markings 9000-1101 Each 16.000 02 n p8 Proj Led Luminaire, Arm Mount, Painted 9000-1102 Each 10.000 02** n p5 Std Fiber Optic Termination Panel 9000-1103 Each 1.000 02 n p Proj Controller Timing Modification And Rewiring In Field 9000-1104 Each 6.000 01 n x Proj Professional Services 9000-1115 Lump Sum 1.000 02 n p7 Std Traffic Signal Control, Unified Command And Control System Setup 9000-1116 Dollar 10,000.000 $1.00 $10,000.00 03 y x Proj Peco Electrical Services And Coordination 9000-1120 Each 7.000 02 n p Std Emergency Preemption System, 4 Approaches 9000-1122 Each 6.000 02 n p Proj Adaptive Control System, 4 Approaches 9000-1124 Each 6.000 02 n p Proj Installation Of Traffic Adaptive System, 4 Approaches 9000-1126 Each 7.000 02 n p Std Controller Assembly, Type 1 Mounting 9000-1127 Each 7.000 02 n p4, p5 Std Managed Network Switch (Signal Cabinet) 9000-1128 Each 7.000 02 n p Proj Connection Of Communication Cable To Traffic Signal Controller 9000-1129 Each 1.000 02 n p Std Video Detection System, Three Cameras 9000-1130 Each 14.000 02 n p8 Proj Junction Box 17x30 9000-1131 Each 1.000 02 n p Std Accessible Pedestrian Signals, 1 Crossing 9000-1132 Each 7.000 02 n p Std Accessible Pedestrian Signals, 4 Crossings 9000-1200 Lump Sum 1.000 03 n p4, p7, p8 Proj Rtmc Modification 9000-1201 Lump Sum 1.000 03 n p4, p7, p8 Proj Retrofit Montgomeryville Hub, Hub 3100 9000-1202 Each 3.000 03 n p1, p4, p5, p6, p7 Proj Relocate Cctv Camera 9000-1203 Linear Foot 292.000 03 n p4 Std Fiber Optic Cable, 12 Strands 9000-1205 Each 3.000 03 n p4, p5 Std 12 Strand Fiber Optic Splice Enclosure 9000-1206 Lump Sum 1.000 03 n p5, p8 Proj Its Complete Power Supply 9000-1207 Lump Sum 1.000 03 n x Proj Rtmc Video Sharing - Modification And Penndot Coordination 9000-1208 Lump Sum 1.000 03 n x Proj Municipal Video Sharing East Norriton Township 9000-1209 Lump Sum 1.000 03 n x Proj Testing Of Its Complete Power Supply 9000-1210 Square Foot 9.000 03 n p3 Proj Dms Numbering Sign 9000-1212 Each 1.000 03 n p4, p5 Std Layer 3 Network Switch (Hub Cabinet) 9000-1300 Lump Sum 1.000 16** n x Proj As-Built Survey For Paaw Systems 9000-1301 Cubic Yard 316.000 16** n c1, h Proj Exploratory Excavation For Water Mains 9000-1303 Cubic Yard 4,428.000 16** n c1, h Proj Water Main Excavation, Backfill And Compaction 9000-1304 Linear Foot 1,411.000 16** n h Proj 12" Ductile Iron Pipe, 24" Trench 9000-1305 Each 137.000 16** n h Proj 12" Compact Ductile Iron Fitting 9000-1307 Each 6.000 16** n h Proj 12" Gate Valve 9000-1309 Each 6.000 16** n h Proj 4" Gate Valve 9000-1310 Each 2.000 16** n h Proj 16" Tapping Sleeve And Gate Valve 9000-1311 Linear Foot 5,893.000 16** n h Proj 8" Ductile Iron Pipe, 24" Trench 9000-1312 Each 327.000 16** n h Proj 8" Compact Ductile Iron Fitting 9000-1313 Each 5.000 16** n h Proj 8" Tapping Sleeve And Valve 9000-1314 Each 21.000 16** n h Proj 8" Gate Valve 9000-1315 Linear Foot 1,433.000 16** n h Proj 6" Ductile Iron Pipe, 24" Trench 9000-1316 Each 177.000 16** n h Proj 6" Compact Ductile Iron Fitting 9000-1317 Each 7.000 16** n h Proj 24" Tapping Sleeve And Gate Valve 9000-1318 Each 26.000 16** n h Proj 6" Gate Valve 9000-1319 Linear Foot 359.000 16** n h Proj 4" Ductile Iron Pipe, 24" Trench 9000-1320 Each 33.000 16** n h Proj 4" Ductile Iron Fitting 9000-1322 Each 62.000 16** n h Proj 1" Service Connection 9000-1325 Each 11.000 16** n h Proj 2" Service Connection 9000-1327 Each 14.000 16** n h Proj Fire Hydrant 9000-1329 Each 11.000 16** n h Proj Existing Fire Hydrant Removal 9000-1330 Cubic Yard 263.000 16** n h Proj Thrust Blocking For Water Main Fittings 9000-1343 Linear Foot 2,000.000 16** n h Proj 16" Ductile Iron Pipe, 24" Trench 9000-1344 Each 133.000 16** n h Proj 16" Compact Ductile Iron Fitting 9000-1345 Each 9.000 16** n h Proj 16" Butterfly Valve 9000-1346 Linear Foot 4,913.000 16** n h Proj 24" Ductile Iron Pipe, 24" Trench 9000-1347 Each 218.000 16** n h Proj 24" Compact Ductile Iron Fitting 9000-1348 Each 10.000 16** n h Proj 24" Butterfly Valve 9000-1349 Each 1.000 16** n h Proj 12" Insertion Valve 9000-1350 Each 2.000 16** n h Proj 16" Insertion Valve 9000-1351 Each 8.000 16** n h Proj 24" Insertion Valve 9000-1352 Linear Foot 140.000 16** n h Proj 24" Polyvinyl Chloride Pipe 9000-1353 Each 1.000 16** n h Proj Blow-Off Connection 9000-1354 Linear Foot 22.000 16** n h Proj 36" Steel Casing Pipe 9000-1365 Linear Foot 883.000 16** n b1 Proj Removal And Disposal Of Asbestos Cement Water Pipe 9000-1366 Linear Foot 1,670.000 01 n b1 Proj Removal And Disposal Of Asbestos Cement Communication Duct Bank 9000-1400 Linear Foot 40.000 01 n h Proj Reset Sanitary Sewer Lateral For Whitpain Township 9000-1401 Dollar 179,400.000 $1.00 $179,400.00 01 y x Proj Testing And Inspection Of Domestic Drinking Water Wells 9000-1404 Each 40.000 01 n c1 Proj Utility Test Holes 9000-1405 Each 1.000 01 n h Proj 2" Water Meter Vault 9000-1500 Linear Foot 162.000 15** n h Proj 21" Ps 115 Pvc Pipe w/ Stone Backfill, 7-9 Feet Deep 9000-1501 Linear Foot 107.000 15** n h Proj 21" Ps 115 Pvc Pipe w/ Stone Backfill, 9-11 Feet Deep 9000-1502 Linear Foot 703.000 15** n h Proj 21" Ps 115 Pvc Pipe w/ Stone Backfill, 11-13 Feet Deep 9000-1503 Linear Foot 41.000 15** n h Proj 21" Ps 115 Pvc Pipe w/ Stone Backfill, 13-15 Feet Deep 9000-1504 Linear Foot 20.000 15** n h Proj 12" Class 52 Dip Pipe w/ Suitable Backfill, 7-9 Feet Deep 9000-1505 Linear Foot 41.000 15** n k Proj 12" Class 52 Dip Pipe w/ Suitable Backfill, 9-11 Feet Deep 9000-1506 Linear Foot 26.000 15** n h Proj 12" Class 52 Dip Pipe w/ Suitable Backfill, 11-13 Feet Deep 9000-1507 Linear Foot 8.000 15** n h Proj 12" Class 52 Dip Pipe w/ Suitable Backfill, 13-15 Feet Deep 9000-1508 Linear Foot 72.000 15** n h Proj 12" Class 52 Dip Pipe w/ Stone Backfill, 15-17 Feet Deep 9000-1509 Linear Foot 29.000 15** n h Proj 8" Class 52 Dip Pipe w/ Stone Backfill, 7-9 Feet Deep 9000-1510 Linear Foot 5.000 15** n k Proj 8" Class 52 Dip Pipe w/ Stone Backfill, 9-11 Feet Deep 9000-1511 Linear Foot 68.000 15** n h Proj 8" Class 52 Dip Pipe w/ Stone Backfill, 11-13 Feet Deep 9000-1512 Linear Foot 66.000 15** n h Proj 8" Class 52 Dip Pipe w/ Stone Backfill, 13-15 Feet Deep 9000-1513 Linear Foot 135.000 15** n h Proj 8" Sdr 26 Pvc Pipe w/ Stone Backfill, 5-7 Feet Deep 9000-1514 Linear Foot 1,411.000 15** n h Proj 8" Sdr 26 Pvc Pipe w/ Stone Backfill, 7-9 Feet Deep 9000-1515 Linear Foot 1,316.000 15** n h Proj 8" Sdr 26 Pvc Pipe w/ Stone Backfill, 9-11 Feet Deep 9000-1516 Linear Foot 262.000 15** n h Proj 8" Sdr 26 Pvc Pipe w/ Stone Backfill, 11-13 Feet Deep 9000-1517 Linear Foot 111.000 15** n h Proj 6" Class 52 Dip Sewer Lateral 9000-1518 Linear Foot 671.000 15** n h Proj 6" Sdr 26 Pvc Sewer Lateral 9000-1519 Each 1.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 5-7 Feet Deep 9000-1520 Each 3.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 7-9 Feet Deep 9000-1521 Each 8.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 9-11 Feet Deep 9000-1522 Each 8.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 11-13 Feet Deep 9000-1523 Each 1.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 13-15 Feet Deep 9000-1524 Each 1.000 15** n k Proj 5` Id Sanitary Sewer Manhole, 15-17 Feet Deep 9000-1525 Each 3.000 15** n k Proj 4` Id Sanitary Sewer Manhole, 5-7 Feet Deep 9000-1526 Each 11.000 15** n k Proj 4` Id Sanitary Sewer Manhole, 7-9 Feet Deep 9000-1527 Each 8.000 15** n k Proj 4` Id Sanitary Sewer Manhole, 9-11 Feet Deep 9000-1528 Each 5.000 15** n k Proj 4` Id Sanitary Sewer Manhole, 11-13 Feet Deep 9000-1529 Each 1.000 15** n k Proj 4` Id Sanitary Sewer Manhole, 13-15 Feet Deep 9000-1530 Each 1.000 15** n k Proj 4` Id Sanitary Sewer Doghouse Manhole, 5-7 Feet Deep 9000-1531 Each 1.000 15** n k Proj 4` Id Sanitary Sewer Doghouse Manhole, 7-9 Feet Deep 9000-1532 Each 1.000 15** n h Proj Existing Sewer Manhole Modification, Core Drill New Opening And Form New Channel 9000-1533 Each 12.000 15** n c1, h Proj Sewer Manhole Removal, 5-7 Feet Deep 9000-1534 Each 6.000 15** n c1, h Proj Sewer Manhole Removal, 7-9 Feet Deep 9000-1535 Each 3.000 15** n c1, h Proj Sewer Manhole Removal, 9-11 Feet Deep 9000-1536 Linear Foot 153.000 15** n c1, h Proj Pipe Removal And Disposal, 8" Vcp And Pvc, 5-7 Feet Deep 9000-1537 Linear Foot 1,386.000 15** n c1, h Proj Pipe Removal And Disposal, 8" Vcp And Pvc, 7-9 Feet Deep 9000-1538 Linear Foot 115.000 15** n c1, h Proj Pipe Removal And Disposal, 10" Vcp 9000-1539 Each 4.000 15** n c1, h Proj Manhole Abandonment, 5-7 Feet Deep 9000-1540 Each 6.000 15** n c1, h Proj Manhole Abandonment, 7-9 Feet Deep 9000-1541 Each 1.000 15** n c1, h Proj Manhole Abandonment, 9-11 Feet Deep 9000-1542 Linear Foot 1,998.000 15** n c1, h Proj Pipe Abandonment, 8" Size 9000-1543 Linear Foot 154.000 15** n c1, h Proj Pipe Abandonment, 10" Size 9000-1544 Linear Foot 1,040.000 15** n c1, h Proj Pipe Abandonment, 21" Size 9000-1545 Each 1.000 15** n h Proj Pipe Transition Coupling, 20" Dip To 21" Rcp Includes 10 Lf 20" Dip 9000-1546 Each 1.000 15** n h Proj Pipe Transition Coupling, 21" Rcp To 24" Dip Includes 10 Lf 24" Dip 9000-1547 Each 1.000 15** n h Proj Pipe Transition Coupling, 21" Pvc To 20" Dip Includes 10 Lf 20" Dip 9000-1548 Each 1.000 15** n h Proj Pipe Transition Coupling, 12" Dip To Dip Or Vcp 9000-1549 Each 1.000 15** n h Proj Pipe Transition Coupling, 10" Vcp To Dip 9000-1550 Each 20.000 15** n h Proj Pipe Transition Coupling, 8" Pvc To Vcp Or Pvc 9000-1551 Each 4.000 15** n h Proj Sewer Lateral Fittings, 6" Pvc To 21" Pvc Sewer Main 9000-1552 Each 2.000 15** n h Proj Sewer Lateral Fittings, 6" Dip To 8" Dip Sewer Main 9000-1553 Each 23.000 15** n h Proj Sewer Lateral Fittings, 6" Pvc To 8" Pvc Sewer Main 9000-1554 Each 10.000 15** n h Proj Sewer Lateral Saddle Connection, 6" Pvc To 8" Vcp Sewer Main 9000-1555 Each 10.000 15** n h Proj Sewer Lateral Connection 6" Pvc To 8" Vcp Sewer Main Alternate - Pvc Sewer Main Insert 9000-1556 Each 10.000 15** n h Proj Sewer Lateral Connection, 6" Pvc To 8" Vcp Sewer With Cipp 9000-1557 Each 10.000 15** n h Proj Sewer Lateral Monument Frame And Cover 9000-1558 Each 1.000 15** n h Proj Outside Drop Connection To Existing Manhole Type Ii - 8" Pvc In; 4.5-8 Feet Deep With Dip Pipe And Fittings 9000-1559 Each 3.000 15** n h Proj Outside Drop Connection To Existing Manhole Type i - 8" Pvc In; 8-13 Feet Dep With Dip Pipe And Fittings 9000-1560 Each 1.000 15** n k Proj Outside Drop Manhole - Type 2, 20" Dip In-21" Pvc Out; 11-13 Feet Deep 9000-1561 Each 14.000 15** n h Proj Inside Drop - Pipe And Fittings 9000-1562 Each 5.000 15** n h Proj Outside Drop Connection To New Manhole - 8" Pvc In; 8-13 Feet Deep With Pipe And Fittings 9000-1563 Each 8.000 15** n h Proj 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9000-1564 Each 10.000 15** n h Proj 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9000-1565 Each 8.000 15** n h Proj Sewer Manhole Rebuild - 9"-24" Including Riser Adjustment, Cone Section Frame And Cover 9000-1601 Linear Foot 12.000 13 n u1 Proj 51" Diameter Drilled Caisson, Shaft Section 9000-1800 Lump Sum 1.000 01 n x Proj Property Owner Coordination 9000-5002 Each 4.000 01 n x Std Pedestrian Study 9000-6056 Each 5.000 01 n k Proj Core Hole In Inlet Box 9000-9951 Each 1.000 16** n k Proj 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9000-9956 Each 1.000 16** n k Proj 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9000-9957 Each 1.000 16** n k Proj 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9000-9963 Each 1.000 16** n k Proj 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9000-9965 Each 2.000 16** n k Proj 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9203-2101 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System, s-24701 9203-2102 Lump Sum 1.000 12 n c1, s5 Std Temporary Excavation Support And Protection System, s-24677 9694-6002 Each 122.000 08 n x Std Design Of Concrete Curb Ramps, District 6 9999-9950 Each 1.000 $388.00 $388.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $365.00 $365.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 1.000 $473.00 $473.00 14 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 7.000 $477.00 $3,339.00 14** y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $591.00 $591.00 14 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $567.00 $567.00 14 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $690.00 $690.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 1.000 $713.00 $713.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $908.00 $908.00 14 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $735.00 $735.00 14 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $951.00 $951.00 14 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,183.00 $1,183.00 14 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Vertical Foot 1.000 $558.00 $558.00 14 y k Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $250.00 $250.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $404.00 $404.00 14 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $279.00 $279.00 14 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $465.00 $465.00 14 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.