Yukon and Madison Interchanges

The project includes reconstruction and widening of Interstate 70, full reconstruction of the Yukon (Exit 53) and Madison (Exit 54) interchange, replacement of four mainline I-70 structures, one mainline culvert, a proposed culvert at the Yukon Eastbound on and off ramps and maintenance of a structure on SR 3010.Additionally, the project will include the following- new interchange signing including overhead sign structures, highway lighting at Madison Interchange, ITS, drainage, guiderail, pavement markings, storm water mitigation, including basin construction, stream relocation and mitigation and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0070, SECTION L10 and SECTION L20 in WESTMORELAND COUNTY, SOUTH HUNTINGDON, SEWICKLEY AND HEMPFIELD TOWNSHIPS AND NEW STANTON BOROUGH from approximately West of the Yukon Interchange at segment 0520/0521 offset 0118/0097 to approximately the structure that carries SR 3014 under I-70 at segment 0560/0561 offset 0977/0959. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0202-0007 Lump Sum 1.000 01 n b Demolition 0202-0008 Lump Sum 1.000 01 n b Demolition 0202-0009 Lump Sum 1.000 01 n b Demolition 0202-0010 Lump Sum 1.000 01 n b Demolition 0202-0011 Lump Sum 1.000 01 n b Demolition 0202-0012 Lump Sum 1.000 01 n b Demolition 0202-0013 Lump Sum 1.000 01 n b Demolition 0202-0050 Lump Sum 1.000 02 n b Demolition 0202-0051 Lump Sum 1.000 02 n b Demolition 0202-0052 Lump Sum 1.000 02 n b Demolition 0202-0053 Lump Sum 1.000 02 n b Demolition 0202-0054 Lump Sum 1.000 02 n b Demolition 0202-0055 Lump Sum 1.000 02 n b Demolition 0202-0056 Lump Sum 1.000 02 n b Demolition 0202-0057 Lump Sum 1.000 02 n b Demolition 0203-0001 Cubic Yard 896,084.000 01** n c Class 1 Excavation 4203-0001 Cubic Yard 23,213.000 01** n Yes c Proj Class 1 Excavation (Of Acid Bearing Rock) 0203-0004 Cubic Yard 13.000 02 n c1 Class 1b Excavation 0204-0001 Cubic Yard 44,476.000 01** n c1, h Class 2 Excavation 4204-0101 Cubic Yard 20.000 05** n Yes c1, s1, t Proj Class 3 Excavation Over Excavation Under Bedding Material 4204-0102 Cubic Yard 5.000 12 n Yes c1, s1, t Proj Class 3 Excavation Over Excavation Under Retaining Wall 0204-0150 Cubic Yard 146.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 78,728.000 01** n Yes c1 Proj Selected Borrow Excavation 206 Rock, Sandstone 4205-0266 Cubic Yard 112.000 10** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 Choked With Natural Streambed Material 4205-0267 Cubic Yard 50.000 05 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Choked With Natural Streambed Material 0205-0363 Ton 1,144.000 07** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 3,639.000 06** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 695.000 07 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0368 Ton 4,291.000 06** n c1 Selected Borrow Excavation Rock, Class r-8 0208-0001 Hour 20.000 01 n c Special Rolling 0212-0001 Linear Foot 63,997.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 108,231.000 01** n c3, h, m2 Geotextile, Class 4, Type a e 0212-0014 Square Yard 108,175.000 01** n c3, h, m2 Geotextile, Class 4, Type a a 0203-0001 Cubic Yard 36,059.000 01** n c Class 1 Excavation a 0212-0016 Square Yard 108,175.000 01** n c3, h, m2 Geotextile, Class 4, Type c a 0703-0020 Cubic Yard 36,059.000 01** n c1, h No. 1 Coarse Aggregate o 9000-0020 Square Yard 108,175.000 01** n c Proj Subgrade Improvement - Cement-Treated Subgrade a 9000-0021 Ton 5,355.000 01** n c Proj Subgrade Improvement - Cement 0212-0016 Square Yard 70,823.000 01** n c3, h, m2 Geotextile, Class 4, Type c e 0303-0001 Square Yard 208,179.000 01** n e Cement Treated Permeable Base Course, 4" Depth o 0360-0001 Square Yard 208,179.000 01** n e Asphalt Treated Permeable Base Course, 4" Depth 0311-0320 Square Yard 6,850.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0323 Square Yard 661.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0316-0337 Ton 465.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 2,163.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 249,808.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0107 Square Yard 136.000 01 n c, e Subbase 7" Depth (No. 2a) 0411-0384 Square Yard 3,681.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0411-0385 Square Yard 12,040.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-1395 Ton 222.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6350 Square Yard 6,850.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 30,521.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 787.000 01 n f4 Bituminous Prime Coat 0491-0013 Square Yard 8,080.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 3,159.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0028 Square Yard 4,838.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0501-0808 Each 4.000 17 n g, g1 Concrete Pavement Cores, 8" Depth 0503-0001 Square Yard 208,179.000 01** n g1, k2 Protective Coating For Cement Concrete Pavements And Shoulders 0504-0001 Linear Foot 879.000 01 n g1, g4 Pavement Relief Joint 0507-0013 Dollar 331,000.000 $1.00 $331,000.00 01** y x Concrete Pavement Ride Quality Incentive, Type 1 0507-0014 Dollar 36,000.000 $1.00 $36,000.00 01** y x Concrete Pavement Ride Quality Incentive, Type 2 0530-0003 Square Yard 28,471.000 01 n g Long-Life Concrete Pavement, 9" Depth 4530-0005 Square Yard 1,597.000 01 n Yes g Proj Long-Life Concrete Pavement, 10" Depth Colored And Stamped 0530-0013 Square Yard 174,870.000 01** n g Long-Life Concrete Pavement, 14" Depth 0530-0102 Each 20.000 17 n g1 Concrete Pavement Cores (Llcp), 9" Depth 0530-0104 Each 3.000 17 n g1 Concrete Pavement Cores (Llcp), 10" Depth 0530-0112 Each 120.000 17** n g1 Concrete Pavement Cores (Llcp), 14" Depth 4601-2898 Linear Foot 10.000 01 n Yes h Proj 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life Includes Excavation And Backfill e 4601-4363 Linear Foot 117.000 01 n Yes h Proj 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf o 4601-5023 Linear Foot 117.000 01 n Yes h Proj 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf 4601-4434 Linear Foot 17.000 01 n Yes h Proj 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life Incl Exca & Bckf e 4601-4434 Linear Foot 208.000 01 n Yes h Proj 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life Incl Exca & Bckf o 4601-5098 Linear Foot 208.000 01 n Yes h Proj 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life Incl Exca & Bckf 0601-5431 Cubic Yard 635.000 01** n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 3,743.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7008 Linear Foot 314.000 01 n Yes h Proj 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill Includes Excavation And Backfill 4601-7014 Linear Foot 1,259.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4601-7014 Linear Foot 2,519.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill o 4601-0773 Linear Foot 2,519.000 01** n Yes h Proj 18" Ductile Iron Pipe, 100 Year Design Life Includes Excavation And Backfill 4601-7027 Linear Foot 200.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4601-7027 Linear Foot 34.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill o 4602-1125 Linear Foot 34.000 01 n Yes h Proj 27" x 21" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Incl Exca & Bckf 4601-7028 Linear Foot 224.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4601-7028 Linear Foot 160.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill o 4601-1725 Linear Foot 160.000 01** n Yes h Proj 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Incl Exca & Bckf 4601-7043 Linear Foot 130.000 01** n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4601-7043 Linear Foot 49.000 02 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill o 4601-1727 Linear Foot 49.000 02 n Yes h Proj 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Inc Ex & Bf 4601-7044 Linear Foot 51.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7058 Linear Foot 219.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7060 Linear Foot 32.000 02 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7061 Linear Foot 80.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7074 Linear Foot 71.000 01 n Yes h Proj 48" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life Includes Excavation And Backfill 4601-7079 Linear Foot 81.000 01 n Yes h Proj 54" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill e 4601-7080 Linear Foot 227.000 01 n Yes h Proj 54" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, 100 Year Design Life Includes Excavation And Backfill o 4601-1732 Linear Foot 227.000 01 n Yes h Proj 54" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Incl Exca & Bckf e 4601-7313 Linear Foot 1,301.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation And Backfill o 4601-1663 Linear Foot 1,301.000 01 n Yes h Proj 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4601-0313 Linear Foot 1,301.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill Includes Excavation And Backfill e 4601-7313 Linear Foot 91.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation And Backfill o 4601-0353 Linear Foot 91.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill e 4601-7313 Linear Foot 1,327.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation And Backfill o 4601-0400 Linear Foot 1,327.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill Includes Excavation And Backfill 4601-7327 Linear Foot 20.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation And Backfill e 4601-7327 Linear Foot 42.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation And Backfill o 4601-0355 Linear Foot 42.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill e 4601-7327 Linear Foot 267.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation And Backfill o 4601-1665 Linear Foot 267.000 01** n Yes h Proj 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4601-0355 Linear Foot 267.000 01** n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill 4601-7341 Linear Foot 208.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation And Backfill e 4601-7341 Linear Foot 132.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation And Backfill o 4601-1667 Linear Foot 132.000 01 n Yes h Proj 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4601-0357 Linear Foot 132.000 01 n Yes h Proj 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill e 4601-7352 Linear Foot 122.000 02 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 3` - 2` Fill Includes Excavation And Backfill o 4601-1669 Linear Foot 122.000 02 n Yes h Proj 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4601-0359 Linear Foot 122.000 02 n Yes h Proj 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill 4601-7370 Linear Foot 30.000 01 n Yes h Proj 48" Reinforced Concrete Pipe, Type b, 10` - 3` Fill Includes Excavation And Backfill e 4601-7508 Linear Foot 81.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-0973 Linear Foot 81.000 01** n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-7511 Linear Foot 1,175.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-0973 Linear Foot 1,175.000 01** n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-7519 Linear Foot 267.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 15` - 7` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-1925 Linear Foot 267.000 01** n Yes h Proj 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 Incl Exca & Bckf 4601-7526 Linear Foot 8.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-7526 Linear Foot 87.000 01** n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-1927 Linear Foot 87.000 01** n Yes h Proj 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 Incl Exca & Bckf 4601-7528 Linear Foot 48.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-7536 Linear Foot 1,253.000 02 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4601-1929 Linear Foot 1,253.000 02 n Yes h Proj 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 Incl Exca & Bckf 4601-7545 Linear Foot 24.000 01 n Yes h Proj 48" Reinforced Concrete Pipe, Type a, 10` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill e 4601-7708 Linear Foot 1,147.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 7`- 3` Fill, Shore/Trench Box Includes Excavation And Backfill o 4601-1863 Linear Foot 1,147.000 01** n Yes h Proj 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf o 4601-0500 Linear Foot 1,147.000 01** n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Includes Excavation And Backfill e 4601-7716 Linear Foot 34.000 02 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box Includes Excavation And Backfill o 4601-1865 Linear Foot 34.000 02 n Yes h Proj 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf o 4601-0355 Linear Foot 34.000 02 n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill e 4601-7718 Linear Foot 20.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation And Backfill o 4601-0502 Linear Foot 20.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Includes Excavation And Backfill e 4601-7735 Linear Foot 64.000 02 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box Includes Excavation And Backfill o 4601-1869 Linear Foot 64.000 02 n Yes h Proj 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf o 4601-0359 Linear Foot 64.000 02 n Yes h Proj 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill e 4601-9444 Linear Foot 202.000 01 n Yes h Proj 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life Includes Excavation And Backfill o 4601-2898 Linear Foot 202.000 01 n Yes h Proj 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life Includes Excavation And Backfill 4601-9449 Linear Foot 14.000 01 n Yes h Proj 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life Includes Excavation And Backfill e 4602-1063 Linear Foot 33.000 01 n Yes h Proj 20" x 16" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4602-1143 Linear Foot 33.000 01 n Yes h Proj 20" x 16" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill e 4602-1563 Linear Foot 103.000 01 n Yes h Proj 20" x 16" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf o 4602-1743 Linear Foot 103.000 01 n Yes h Proj 20" x 16" Spiral Rib Aluminum Alloy Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Incl Exca & Bckf 4602-4445 Linear Foot 59.000 01 n Yes h Proj 28" x 20" Corrugated Aluminized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life Incl Exca & Bckf e 4604-7014 Linear Foot 5,224.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life Includes Excavation And Backfill o 4604-9434 Linear Foot 5,224.000 01 n Yes h Proj 21" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life Incl Exca & Bckf e 4604-7313 Linear Foot 414.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill Includes Excavation And Backfill o 4604-1463 Linear Foot 414.000 01 n Yes h Proj 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4604-0353 Linear Foot 414.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill Includes Excavation And Backfill e 4604-7508 Linear Foot 2,268.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 9000-0220 Linear Foot 2,268.000 01** n h Proj 21" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life, Incl Exca & Bckf e 4604-7509 Linear Foot 4,104.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 9000-0220 Linear Foot 4,104.000 01** n h Proj 21" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life, Incl Exca & Bckf e 4604-7518 Linear Foot 1,154.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life Incl Exca & Bckf o 9000-0222 Linear Foot 1,154.000 01** n h Proj 24" Perforated 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, Incl Exca & Bckf e 4604-7526 Linear Foot 1,710.000 01** n Yes h Proj 30" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation And Backfill o 4604-1517 Linear Foot 1,710.000 01** n Yes h Proj 30" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life Incl Exca & Bckf e 4604-7708 Linear Foot 139.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, (Open Joint), 7` - 3` Fill, Shore/Trench Box Includes Excavation And Backfill o 4604-1463 Linear Foot 139.000 01 n Yes h Proj 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes Excavation And Backfill o 4604-0500 Linear Foot 139.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Includes Excavation And Backfill 0605-2401 Set 12.000 01** n k Manhole Frame And Cover 0605-2600 Each 49.000 01** n k Type d Endwall 0605-2610 Each 1.000 01 n k Type d-e Endwall 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2710 Set 9.000 01 n k Type c Concrete Top Unit And Grate 4605-2710 Set 11.000 01 n Yes k Proj Type c Concrete Top Unit And Grate 4" Reveal 0605-2711 Set 37.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 221.000 01** n k Type m Concrete Top Unit And Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 50.000 01** n k Type s Concrete Top Unit And Grate 0605-2850 Each 262.000 01** n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Trash Rack 0605-2851 Each 12.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 4605-2851 Each 2.000 01 n Yes k Proj Standard Inlet Box, Height > 10` And < /= 20` Includes Trash Rack 0605-2854 Each 51.000 01** n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 7.000 01** n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2858 Each 2.000 01 n k Type 5 Inlet Box, Height < /= 10` 4605-2859 Each 1.000 01 n Yes k Proj Type 5 Inlet Box, Height > 10` And < /= 20` Includes Trash Rack 0605-2862 Each 1.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-2863 Each 2.000 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` 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3031 Each 1.000 02 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 10.000 01** n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 21** n x Mobilization 0609-0002 Lump Sum 1.000 17** n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 17** n x Std Equipment Package 0610-1001 Linear Foot 63.000 01 n h2 6" Pipe Underdrain, Type Ii Backfill 0610-7002 Linear Foot 59,557.000 01** n h2 6" Pavement Base Drain 0610-7003 Linear Foot 4,942.000 01** n h2 8" Pavement Base Drain 0612-0001 Linear Foot 1,038.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 1,588.000 01** n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 52.000 01** n h2 8" Subsurface Drain Outlets 0615-0040 Each 53.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 53.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0022 Each 2.000 02 n h Concrete Collar For 18" Pipe Extension 0618-0024 Each 2.000 01 n h Concrete Collar For 24" Pipe Extension 0619-0459 Each 18.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 12.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 22.000 01 n j Terminal Section, Single 0620-0402 Each 10.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 24,397.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 1,113.000 01** n j Guide Rail Element 0620-0594 Linear Foot 60.000 10 n j Structure Mounted Guide Rail 0620-0873 Each 6.000 01** n j Buried-In-Backslope Terminal, Double Panel 0620-1025 Linear Foot 1,875.000 01 n j Type 2-w Guide Rail 0620-1050 Linear Foot 75.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 75.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 16,726.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 1,013.000 01** n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 525.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 250.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 25.000 01** n j Type 31-Strong Post Anchor Terminal 0622-0001 Linear Foot 15,042.000 01** n j1 Concrete Glare Screen 0622-0005 Each 6.000 01 n j1 Transition, Concrete Glare Screen, 50" Height, 24" To 30 1/4" Width 0623-0001 Linear Foot 7,144.000 01** n j1 Concrete Median Barrier 0623-0052 Linear Foot 575.000 01 n j1 Single Face Concrete Barrier 0623-0109 Each 5.000 01 n j1 End Transition, Concrete Median Barrier 0623-0112 Each 1.000 01 n j1 Flared End Transition 0623-0123 Each 2.000 01 n j1 Transition, Concrete Median Barrier, 32" Height, 24" To 30 1/4" Width 0623-0125 Each 6.000 01** n j1 Transition, Concrete Median Barrier, 32" To 50" Height, 24" Width 4624-0001 Linear Foot 2,057.000 01** n Yes j2 Proj Right-Of-Way Fence, Type 1 With Line Posts 4624-0100 Linear Foot 40,780.000 01** n Yes j2 Proj Right-Of-Way Fence, Type 2 With Line Posts 0624-0300 Each 12.000 01** n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0301 Each 32.000 01** n j2 End Posts For Type 2 Right-Of-Way Fence 0624-0400 Each 8.000 01** n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0401 Each 151.000 01** n j2 Corner Posts For Type 2 Right-Of-Way Fence 0624-0500 Each 138.000 02 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0501 Each 708.000 01** n j2 Pull Posts For Type 2 Right-Of-Way Fence 0624-0725 Each 2.000 01** n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 15-Foot Opening 0630-0001 Linear Foot 11.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 586.000 01 n Yes k Proj Plain Cement Concrete Curb 4" Height 0633-0200 Linear Foot 2,766.000 01 n k Plain Concrete Mountable Curb, Type a 0633-0230 Linear Foot 1,422.000 01 n k Plain Concrete Mountable Curb, Roundabout Truck Apron Curb 0641-0005 Square Yard 1,985.000 01 n k Plain Cement Concrete Curb Gutter 0660-0023 Linear Foot 87,461.000 01** n f3 Milled Shoulder Rumble Strips 0677-0001 Cubic Yard 405.000 01** n c1, e Selected Material Surfacing 0680-0121 Square Yard 146.000 10 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0003 Dollar 10,000.000 $1.00 $10,000.00 01 y x Formal Facilitation 0703-0020 Cubic Yard 51,720.000 01** n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 7,983.000 01** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 5,031.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 35,059.000 01** n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 230.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 16,562.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 8,000.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 6,604.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 169.000 01** n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0121 Square Yard 161,608.000 01** n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 12,607.000 01** n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-3071 Each 126.000 01 n m Red Maple - (1" Cal. b.r) 0808-3072 Each 68.000 01 n m Red Maple - (1 1/2" Cal. b&b) 0808-3073 Each 44.000 01 n m Red Maple - (2" Cal. b&b) 0808-3130 Each 87.000 01 n m River Birch - (1 1/4" Cal. b&b) 0808-3131 Each 51.000 01 n m River Birch - (2" Cal. b&b) 0808-3191 Each 121.000 01 n m Green Ash - (1 1/2" Cal. b&b) 0808-3192 Each 68.000 01 n m Green Ash - (2" Cal. b&b) 0808-3193 Each 44.000 01 n m Green Ash - (2 1/2" Cal. b&b) 0808-3230 Each 125.000 01 n m Black Gum - (6` Ht. b&b) 0808-3231 Each 75.000 01 n m Black Gum - (8` Ht. b&b) 0808-3270 Each 5.000 01 n m American Sycamore - (1" Cal. b.r.) 0808-3320 Each 87.000 01 n m Swamp White Oak - (1" Cal. b.r.) 0808-3321 Each 51.000 01 n m Swamp White Oak - (1 1/2" Cal. b&b) 0808-3322 Each 37.000 01 n m Swamp White Oak - (2" Cal. b&b) 0808-3450 Each 48.000 01 n m American Hornbeam - (1 1/4" Cal. b&b) 0808-3451 Each 68.000 01 n m American Hornbeam - Clump Form - (6` Ht. b&b) 0808-3730 Each 840.000 01 n m Arrowwood Viburnum - (2` Ht. b&b) 0808-3731 Each 217.000 01 n m Arrowwood Viburnum - (3` Ht. b&b) 0808-3732 Each 48.000 01 n m Arrowwood Viburnum - (4` Ht. b&b) 0808-4090 Each 402.000 01 n m Silky Dogwood - (18" Ht. b.r.) 0808-4091 Each 68.000 01 n m Silky Dogwood - (2` Ht. b.r.) 0808-4100 Each 834.000 01 n m Red Osier Dogwood - (18" Ht. b.r.) 0808-4101 Each 217.000 01 n m Red Osier Dogwood - (2` Ht. b.r.) 0808-4102 Each 48.000 01 n m Red Osier Dogwood - (3` Ht. b.r.) 0808-4310 Each 5.000 01 n m Common Ninebark - (18" Ht. b.r.) 0808-4420 Each 402.000 01 n m American Cranberrybush Viburnum - (18" Ht. b&b) 0808-4421 Each 68.000 01 n m American Cranberrybush Viburnum - (2` Ht. b&b) 0808-4786 Each 741.000 01 n m Spicebush - (18" Ht. Container) 0808-7041 Each 3,136.000 01 n m Sweet Flag (Plug) 0808-7050 Each 6,273.000 01 n m Common Threesquare (Plug) 0808-7110 Each 407.000 01 n m Elderberry (12" Ht. b.r. Or Container) 0808-7111 Each 68.000 01 n m Elderberry (18" Ht. b.r. Or Container) 0808-7121 Each 402.000 01 n m Common Buttonbush (12" Ht. b.r. Or Container) 0808-7122 Each 68.000 01 n m Common Buttonbush (18" Ht. b.r. Or Container) 0808-7131 Each 4,704.000 01 n m Tussock Sedge (Plug) 0808-7141 Each 4,704.000 01 n m Fringed Sedge (Plug) 0808-7170 Each 6,273.000 01 n m Soft Rush (Plug) 0808-7221 Each 6,273.000 01 n m Woolgrass (Plug) 0811-0003 Linear Foot 3,724.000 01 n j2, m Temporary Protective Fence 4811-0003 Linear Foot 678.000 01 n Yes j2, m Proj Temporary Protective Fence Includes Avoidance Sign 0845-0001 Dollar 40,000.000 $1.00 $40,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 64.000 01 n c1 Rock Construction Entrance 0850-0024 Square Yard 44.000 02 n c1 Rock, Class r-6 0850-0031 Cubic Yard 985.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 3,106.000 01** n c1 Rock, Class r-4 0850-0033 Cubic Yard 1,075.000 01** n c1 Rock, Class r-5 0850-0034 Cubic Yard 1,654.000 01** n c1 Rock, Class r-6 4850-0034 Cubic Yard 181.000 01 n Yes c1 Proj Rock, Class r-6 Includes Salvaged Streambed Material 0850-0035 Cubic Yard 533.000 01** n c1 Rock, Class r-7 0850-0036 Cubic Yard 294.000 01 n c1 Rock, Class r-8 0851-0001 Each 13.000 01** n c1 Rock Energy Dissipator 0851-0003 Square Yard 800.000 01** n c1 Rock Apron 0854-0002 Each 7.000 01 n h Temporary Slope Pipe 0855-0003 Each 20.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 40.000 01 n m2 Replacement Pumped Water Filter Bag 0859-0019 Lump Sum 1.000 01 n h Riser Pipe Assembly 0859-0021 Each 4.000 01 n h Anti-Seep Collar 0860-0000 Each 55.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 11.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 22.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 4.000 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 0861-0001 Cubic Yard 14,914.000 01 n c1 Cleaning Sedimentation Structures 0864-0001 Linear Foot 1,577.000 01 n c1, h Diversion Ditch 0867-0012 Linear Foot 19,814.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 2,528.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 5,017.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 1,867.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0231 Day 750.000 23 n q Additional Warning Lights, Type b 0901-0232 Day 750.000 23 n q Additional Warning Lights, Type c 0901-0240 Square Foot 1,000.000 23 n q, r Additional Traffic Control Signs 4910-0001 Each 26.000 01** n Yes c1, p8 Proj Junction Boxes j.b.-1 Communications 0910-0002 Each 26.000 01 n c1, p8 Junction Boxes j.b.-2 4910-0002 Each 5.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-2 Electrical 4910-0005 Each 7.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-12 Electrical 0910-0154 Each 40.000 01 n p8 Pole Foundation, Type Fc 4910-0154 Each 5.000 01 n Yes p8 Proj Pole Foundation, Type Fc With Concrete Curb 0910-0156 Each 25.000 01 n p8 Pole Foundation, Type Fc Modified e 0910-0330 Each 7.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type a o 0910-1130 Each 7.000 01 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type a e 0910-0332 Each 3.000 01 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type a o 0910-1132 Each 3.000 01 n p8 Aluminum Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type a e 0910-0350 Each 56.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type s o 0910-1150 Each 56.000 01 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type s e 0910-0352 Each 4.000 01 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type s o 0910-1152 Each 4.000 01 n p8 Aluminum Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type s 0910-4115 Linear Foot 9,840.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 39,831.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 13,153.000 01** n c1, p8 2" Direct Burial Conduit 0910-5500 Each 22.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 11,328.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 4920-0001 Lump Sum 1.000 01 n Yes p8 Proj Sign Lighting - Entire Project Led Sign Luminaire 0930-0004 Square Foot 1,141.000 01** n r Post Mounted Signs, Type a 0930-0101 Pound 5,776.000 01** n r Steel s Or w Beam Posts 0930-0110 Each 26.000 01** n r Breakaway System 0931-0003 Square Foot 647.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 434.000 01** n r Post Mounted Signs, Type c 0934-0002 Square Foot 140.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 308.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 547.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 4937-0074 Each 2.000 01 n Yes o1, q Proj Non Plowable Raised Pavement Markers (Two Way w/r) , Includes Concrete Grinding 4937-0075 Each 36.000 01 n Yes o1, q Proj Non Plowable Raised Pavement Markers (Two Way y/r) , Includes Concrete Grinding 4937-0076 Each 99.000 01** n Yes o1, q Proj Non Plowable Raised Pavement Markers (One Way w/b) , Includes Concrete Grinding 4937-0077 Each 1,580.000 01** n Yes o1, q Proj Non Plowable Raised Pavement Markers (One Way y/b) , Includes Concrete Grinding 0937-0106 Each 303.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 303.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0118 Each 25.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0122 Each 25.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0937-0210 Each 6.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 60.000 01** n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 255.000 01** n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0300 Each 16.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0301 Each 88.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0331 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0332 Each 90.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 4937-0339 Each 12.000 01 n Yes r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting Electrical 0940-0001 Each 6.000 01** n r Reset Post Mounted Signs, Type a 0941-0001 Each 10.000 01** n r Reset Post Mounted Signs, Type b 0945-0001 Each 15.000 01** n r Reset Post Mounted Signs, Type f 0948-0670 Lump Sum 1.000 13 n r1 Steel Sign Structure - Monopipe 0948-0671 Lump Sum 1.000 14 n r1 Steel Sign Structure - Monopipe 0948-0672 Lump Sum 1.000 15 n r1 Steel Sign Structure - Monopipe 0948-0673 Lump Sum 1.000 16 n r1 Steel Sign Structure - Monopipe 0954-0015 Linear Foot 200.000 01 n p8 5 Inch Conduit 4954-0151 Linear Foot 2,400.000 01** n Yes c1, p8 Proj Trench And Backfill, Type i Detectable Marking Tape 0962-1000 Linear Foot 18,800.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 18,804.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 321.000 01 n o 6" Yellow Waterborne Pavement Markings 0964-0002 Linear Foot 5,019.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 6,506.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 1,644.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 90.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 1,392.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 403.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0228 Each 6.000 01 n o3 White Epoxy Legend, "Thru And Left Arrow", 20` - 0" x 3` - 7" 0964-0232 Each 4.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Right Lane" , 18`-0" x 5`-6" 0964-0256 Linear Foot 156.000 01 n o3 White Epoxy Legend, "Yield Line" , 24" x 36" Triangle, (Min 4 Triangles Per Line) 0966-0014 Each 16.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 65.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0970-0001 Each 14.000 01** n r Remove Post Mounted Signs, Type a 0971-0001 Each 39.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 18.000 01 n r Remove Post Mounted Signs, Type c 0974-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type e 1001-0001 Cubic Yard 3.000 10 n s2 Class Aa Cement Concrete 1001-0960 Cubic Yard 7.000 10 n s9 Class Aaap Cement Concrete 1002-0053 Pound 1,071.000 10 n s7 Reinforcement Bars, Epoxy Coated 1006-0209 Linear Foot 54.000 13** n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1018-0002 Lump Sum 1.000 06 n t1 Std Removal Of Existing Bridge 1018-0003 Lump Sum 1.000 07 n t1 Std Removal Of Existing Bridge 1018-0004 Lump Sum 1.000 08 n t1 Std Removal Of Existing Bridge 1018-0005 Lump Sum 1.000 09 n t1 Std Removal Of Existing Bridge 1018-0070 Lump Sum 1.000 05 n c1, t1 Removal Of Portion Of Existing Culvert 1018-0076 Lump Sum 1.000 10 n c1, t1 Removal Of Portion Of Existing Culvert 1019-0050 Square Yard 13.000 10 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1040-0002 Square Foot 100.000 10 n s9 Concrete Bridge Deck Repair, Type 2 1090-0620 Square Foot 3.000 10 n s2 Proj Class a Cement Concrete Repairs 5204-0001 Linear Foot 20,450.000 01** n Yes p4 Proj Micro-Fiber Optic Cable 36-Strand 1999-9999 Hour 8,000.000 19** n z Std Trainees e 8010-0004 Lump Sum 1.000 08 n Yes s1 Std Bridge Structure, As Designed, s-38176 a 1002-0053 Pound 316,853.000 08 n s7 Reinforcement Bars, Epoxy Coated a 1002-0148 Each 64.000 08 n s7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 72.000 08 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 5005-1104 Linear Foot 433.000 08 n Yes u Proj Steel Beam Bearing Piles, Hp12x74 Galvanized a 1005-1211 Each 18.000 08 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x74 a 5006-0209 Linear Foot 41.000 08 n Yes u1 Std 48" Diameter Drilled Caissons, Shaft Section In Soil With Scc a 5006-0308 Linear Foot 80.000 08 n Yes u1 Std 42" Diameter Drilled Caissons, Rock Socket With Scc a 9000-0101 Linear Foot 25.000 08 n u1 Std Concrete Coring Of Drilled Caissons a 9005-2500 Linear Foot 474.000 08 n c2, s1 Std Mandatory Pre-Drilling For Driven Piles o 8000-0004 Lump Sum 1.000 08 n s1 Std Prestressed Concrete Bridge Structure o 8100-0004 Lump Sum 1.000 08 n s1 Std Steel Bridge Structure e 8030-0002 Lump Sum 1.000 06 n Yes s Std Bridge Structure, As Designed, s-38177 a 1002-0053 Pound 350,398.000 06 n s7 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 24.000 06 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0155 Each 50.000 06 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 5005-1104 Linear Foot 858.000 06 n Yes u Proj Steel Beam Bearing Piles, Hp12x74 Galvanized a 1005-1211 Each 22.000 06 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x74 a 5006-0211 Linear Foot 120.000 06 n Yes u1 Std 60" Diameter Drilled Caissons, Shaft Section In Soil With Scc a 5006-0310 Linear Foot 54.000 06 n Yes u1 Std 54" Diameter Drilled Caissons, Rock Socket With Scc a 9000-0101 Linear Foot 29.000 06 n u1 Std Concrete Coring Of Drilled Caissons a 9005-0500 Linear Foot 804.000 06 n c2, s Std Mandatory Pre-Drilling For Driven Piles o 8000-0002 Lump Sum 1.000 06 n s Std Prestressed Concrete Bridge Structure o 8100-0002 Lump Sum 1.000 06 n s Std Steel Bridge Structure e 8030-0003 Lump Sum 1.000 07 n Yes s Std Bridge Structure, As Designed, s-38175 a 1002-0053 Pound 775,260.000 07 n s7 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 48.000 07 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0155 Each 12.000 07 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 1005-1200 Linear Foot 2,772.000 07 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1212 Each 96.000 07 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x84 a 5006-0208 Linear Foot 49.000 07 n Yes u1 Std 42" Diameter Drilled Caissons, Shaft Section In Soil With Scc a 5006-0211 Linear Foot 41.000 07 n Yes u1 Std 60" Diameter Drilled Caissons, Shaft Section In Soil With Scc a 5006-0307 Linear Foot 60.000 07 n Yes u1 Std 36" Diameter Drilled Caissons, Rock Socket With Scc a 5006-0310 Linear Foot 72.000 07 n Yes u1 Std 54" Diameter Drilled Caissons, Rock Socket With Scc a 9000-0101 Linear Foot 26.000 07 n u1 Std Concrete Coring Of Drilled Caissons o 8100-0003 Lump Sum 1.000 07 n s Std Steel Bridge Structure o 8000-0003 Lump Sum 1.000 07 n s Std Prestressed Concrete Bridge Structure e 8030-0005 Lump Sum 1.000 09 n Yes s1 Std Bridge Structure, As Designed, s-38171 a 1002-0053 Pound 178,386.000 09 n s7 Reinforcement Bars, Epoxy Coated a 5005-1200 Linear Foot 807.000 09 n Yes u Proj Steel Beam Bearing Piles, Hp 12x84 Galvanized a 1005-1212 Each 22.000 09 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x84 a 9005-3500 Linear Foot 752.000 09 n c2, s Std Mandatory Pre-Drilling For Driven Piles o 8000-0005 Lump Sum 1.000 09 n s1 Std Prestressed Concrete Bridge Structure o 8100-0005 Lump Sum 1.000 09 n s1 Std Steel Bridge Structure e 8510-0001 Lump Sum 1.000 05 n Yes s2 Std Precast Concrete Box Culvert, As Designed, s-38172 a 1002-0053 Pound 7,692.000 05 n s7 Reinforcement Bars, Epoxy Coated a 1003-0004 Each 30.000 05 n s2 Dowel Holes, 10" Depth a 1090-0620 Square Foot 68.000 05 n s2 Proj Class a Cement Concrete Repairs a 1091-0331 Linear Foot 216.000 05 n k1 Epoxy Injection Crack Seal o 8520-0001 Lump Sum 1.000 05 n s2 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0007 Lump Sum 1.000 11 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38173 a 1002-0053 Pound 9,787.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8520-0007 Lump Sum 1.000 11 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8622-0008 Lump Sum 1.000 12 n Yes s5 Std Prefabricated Modular Retaining Wall System, As Designed, s-38874 a 1002-0053 Pound 11,849.000 12 n s7 Reinforcement Bars, Epoxy Coated o 8610-0008 Lump Sum 1.000 12 n s5 Std Concrete Retaining Wall 8910-0001 Lump Sum 1.000 01 n x Std Permits For Design-Build Projects 8914-0001 Lump Sum 1.000 25** n q Std Design Traffic Control Plan 8915-0001 Lump Sum 1.000 23** n q Std Construction Of Maintenance And Protection Of Traffic 9000-0001 Dollar 175,000.000 $1.00 $175,000.00 03** y x Proj Winter Maintenance 9000-0002 Lump Sum 1.000 27 n x Proj Private Waterline Relocation 9000-0003 Dollar 50,000.000 $1.00 $50,000.00 01 y m2 Proj Unforeseen e&s Repairs 9000-0004 Linear Foot 20,325.000 01** n c1 Proj Removal Of Existing Concrete Barrier 9000-0008 Square Yard 1,451.000 01 n c3 Proj Rock Toe - Geomembrane 9000-0051 Square Yard 5,440.000 01** n c3 Proj Geosynthetic Clay Liner 9000-0061 Linear Foot 1,610.000 01** n h2 Proj 6" Pipe Underdrain For Acid Bearing Rock Seam Treatment 9000-0062 Each 20.000 01** n c Proj Test Pit Excavation, Material Sampling And Testing 9000-0063 Cubic Yard 12,340.000 01 n v2 Proj Acid Bearing Rock Treatment, Blending And Placement 9000-0064 Dollar 50,000.000 $1.00 $50,000.00 01 y q Std Unforeseen Road Repairs 9000-0065 Each 1.000 01 n c1, m2 Proj Offset Cross Rock Sill 9000-0066 Each 1.000 01 n c1, m2 Proj Stone Cross Vane 9000-0067 Linear Foot 189.000 01 n c1, m2 Proj Stone Toe 9000-0068 Each 1.000 01 n c1, m2 Proj Constructed Riffle 9000-0069 Each 4.000 01 n m2 Proj Log Sill 9000-0070 Square Yard 921.000 01 n c3, c5 Proj Brush Mattress & Coir Log 9000-0071 Each 1,274.000 01 n m Std Live Stakes 9000-0072 Linear Foot 2,019.000 01 n j2 Proj Waterfowl (Goose) Exclusion Fence 9000-0073 Linear Foot 2,368.000 01 n j2 Proj Deer Fence 9000-0074 Linear Foot 1,463.000 01 n c1 Proj Natural Streambed Material 9000-0075 Lump Sum 1.000 01 n m Proj Wetland Planting Maintenance Period 9000-0080 Pound 159.000 01 n m3 Proj Pa Southern Allegheny Plateau Province Facw Mix (Ernmx-221), Including Mulch 9000-0081 Pound 159.000 01 n m3 Proj Pa Southern Allegheny Plateau Province Obl Mix (Ernmx-222), Including Mulch 9000-0082 Pound 28.000 01 n m3 Proj Pa Southern Allegheny Plateau Province Riparian Mix (Ernmx-223) Including Mulch 9000-0083 Pound 31.000 01 n m3 Proj Pa Southern Allegheny Plateau Province Upl Meadow Mix (Ernmx-220-1), Including Mulch 9000-0100 Dollar 50,000.000 $1.00 $50,000.00 01 y s2 Proj Unforeseen Structure Repairs 9000-0110 Square Foot 406.000 05 n s2, s4 Proj Modify Existing Culvert Bottom Slab 9000-0122 Lump Sum 1.000 06 n s Proj Underdeck Protective Shielding 9000-0123 Each 2.000 06 n u Proj Removal Of Existing Piles 9000-0124 Lump Sum 1.000 01 n x Proj Pre And Post Construction Surveys - Buildings 9000-0132 Lump Sum 1.000 07 n s Proj Underdeck Protective Shielding 9000-0133 Each 2.000 07 n u Proj Removal Of Existing Piles 9000-0134 Each 2.000 07 n u Proj Re-Driving Of Piles 9000-0142 Lump Sum 1.000 08 n s1 Proj Underdeck Protective Shielding 9000-0160 Cubic Yard 55.000 10 n s2, t7 Proj Sediment And Debris Removal, Type 1 9000-0161 Each 4.000 10 n g4 Proj Seal Wingwall Joint 9000-0162 Square Yard 98.000 10 n s3 Proj Overlay Removal 9000-0163 Lump Sum 1.000 10 n t7 Proj Patch Concrete Core Holes 9000-0214 Linear Foot 437.000 01** n h Proj 36" Reinforced Concrete Pipe, Type a, 100 Year Design Life, Jack And Bore Pipe 9000-0215 Linear Foot 633.000 01** n h Proj 30" Reinforced Concrete Pipe, Type a, 100 Year Design Life, Jack And Bore Pipe 9000-0216 Linear Foot 87.000 01 n h Proj 48" Reinforced Concrete Pipe, Type a, 100 Year Design Life, Jack And Bore Pipe 9000-0217 Linear Foot 90.000 01 n h Proj 21" Corrugated Metal Pipe, 100 Year Design Life, Jack And Bore Pipe 9000-0218 Linear Foot 239.000 01** n h Proj 24" Reinforced Concrete Pipe, Type a, 100 Year Design Life, Jack And Bore Pipe 9000-0219 Linear Foot 145.000 01 n h Proj 36" Corrugated Metal Pipe, 100 Year Design Life, Jack And Bore Pipe 9000-0235 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin b-1 9000-0236 Lump Sum 1.000 01 n c1 Proj Underground Detention Facility c1-1 9000-0237 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin d1-2 9000-0238 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin h-1 9000-0239 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin h-2 9000-0240 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin j-1 9000-0241 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin d1-3 9000-0242 Lump Sum 1.000 01 n c1 Proj Extended Detention Basin e1-1 9000-0243 Lump Sum 1.000 02 n c1 Proj Extended Detention Basin f-1 9000-0244 Lump Sum 1.000 02 n c1 Proj Extended Detention Basin g-1 9000-0245 Cubic Yard 319.000 01 n m3 Proj Amended Soil 9000-0246 Each 1.000 02 n k Proj Core Hole In Inlet Box 9000-0247 Lump Sum 1.000 01 n x Proj Post Construction Permit Closeout 9000-0250 Square Yard 952.000 01 n m2 Proj High Performance Turf Reinforcement Mat 9000-0251 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-3 9000-0252 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-4 9000-0253 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-5 9000-0254 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-6 9000-0255 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-7 9000-0256 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-8 9000-0257 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-9 9000-0258 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap b-1 9000-0259 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap c-3 9000-0260 Each 14.000 01 n m2 Std Compost Sock Washout 9000-0261 Linear Foot 523.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-0262 Linear Foot 83.000 01 n h, m2 Proj 24" Temporary Pipe Flume 9000-0263 Linear Foot 284.000 01 n h, m2 Proj 48" Temporary Pipe Flume 9000-0264 Each 13.000 01 n h, m2 Proj Temporary Pump Bypass 9000-0265 Each 54.000 01 n h, m2 Proj Temporary Inlet Cap 9000-0266 Each 40.000 01 n h, m2 Proj Temporary Pipe Cap 9000-0268 Linear Foot 55.000 01 n m2 Proj Temporary Wetland Crossing 9000-0269 Linear Foot 3,132.000 01 n c1, m2 Proj Temporary Earth Berm 9000-0270 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 1 9000-0271 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 2 9000-0272 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 3 9000-0273 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 4 9000-0274 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 5 9000-0275 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 6 9000-0276 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 7 9000-0277 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 8 9000-0278 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 9 9000-0279 Lump Sum 1.000 01 n m2 Proj Temporary Stream Crossing 10 9000-0280 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-1 9000-0281 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap a-2 9000-0282 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap c-1 9000-0283 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap c-2 9000-0284 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap e-1 9000-0285 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap e-2 9000-0286 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap e-3 9000-0287 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap e-4 9000-0288 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap f-1 9000-0289 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap g-1 9000-0290 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap d-1 9000-0291 Lump Sum 1.000 01 n m2 Proj Compost Filter Sock Sediment Trap e-5 9000-0292 Linear Foot 126.000 01 n c1, m2 Proj Water Bar 9000-0295 Linear Foot 226.000 01 n m2 Proj Temporary Bypass Flume 9000-0297 Each 9.000 01 n m2 Proj Sediment Storage Dewatering Facility 9000-0300 Linear Foot 16,544.000 01** n p4 Proj 4-Way Microduct Conduit, Jacketed 9000-0301 Linear Foot 152.000 01** n p4 Proj 4-Way Microduct Conduit, Jacketed, Concrete Encased 9000-0302 Lump Sum 1.000 02 n p4 Proj Its Complete Power Supply 9000-0303 Each 3.000 02 n p Proj Wooden Pole, 50 Ft 9000-0304 Lump Sum 1.000 01 n p4 Proj Splice New 36-Strand Fiber Optic Cable Into Existing Splice Cabinet 9000-0305 Each 1.000 02 n p4, p8 Proj Relocate Transceiver Equipment 9000-0306 Each 8.000 01** n p4, p8 Proj Remove Existing Transceiver Equipment, Including Pole 9000-0307 Each 6.000 01** n p4, p8 Proj Remove Electric Service 9000-0308 Each 77.000 01** n r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Orange Post With White/Blank Sheeting, Communication 9000-0309 Linear Foot 17,700.000 01** n c1, p8 Proj Plowed Trench 9000-0310 Linear Foot 61,980.000 01** n o1 Proj 6" White Pavement Marking System, Preformed Wet Reflective Tape 9000-0311 Linear Foot 49,459.000 01** n o1 Proj 6" Yellow Pavement Marking System, Preformed Wet Reflective Tape 9000-0312 Linear Foot 5,696.000 01 n o1 Proj 8" White Pavement Marking System, Preformed Wet Reflective Tape 9000-0314 Each 29.000 01 n p8 Proj 204-Watt Led Roadway Luminaire, Arm Mount 9000-0315 Each 38.000 01 n p8 Proj 133-Watt Led Roadway Luminaire, Arm Mount 9000-0316 Each 1.000 01 n p8 Proj 105-Watt Led Underpass Luminaire 9000-0318 Dollar 20,000.000 $1.00 $20,000.00 23 y j, q Proj Repair Temporary Impact Attenuating Device 9000-0320 Each 4.000 01 n r1 Proj Remove Existing Sign, Return To Owner 9000-0400 Ton 19,880.000 01** n v2 Proj Off-Site Disposal Of Unsuitable Material (Residual Waste) 9000-1400 Each 21.000 01 n x Proj Surface Monuments 9000-1401 Each 21.000 01 n x Proj Surface Monument Monitoring 9000-7102 Each 4.000 07 n c2, c6, u Std Dynamic Pile Load Testing 9005-0600 Linear Foot 531.000 07 n c6 Std Predrilling For Unforeseen Obstructions, Earth Drilling 9005-2700 Dollar 5,000.000 $1.00 $5,000.00 07 y x Proj Mobilization For Predrilling For Unforeseen Obstructions 9203-0101 Lump Sum 1.000 06 n c1, s Std Temporary Excavation Support And Protection System 9203-1101 Lump Sum 1.000 07 n c1, s Std Temporary Excavation Support And Protection System 9203-2101 Lump Sum 1.000 08 n c1, s1 Std Temporary Excavation Support And Protection System 9203-3101 Lump Sum 1.000 09 n c1, s1 Std Temporary Excavation Support And Protection System

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.