I-95 Bridge Repairs, D/B Activities Limited to Traffic Control Plan

The description and location of the project is as follows: This project is for bridge rehabilitation activites for eighteen (11) structures along I-95 and high mast lighting activities for fourteen (14) high mast lighting locations. Construction includes replacement of rocker bearings that are out-of-tolerance, replacement of frozen sliding plate bearings, and replacement of leaking deck expansion joints, steel beam cleaning and painting, substructure concrete repairs, reconstruction of bearing pedestals, beam end repairs (in general, locations that have frozen bearings due to leaking deck joints also exhibit spalled bearing pedestals and substructures as well as spalled (for P/S beams) or corroded (for steel girders) beam ends, replacement of high mast lighting poles, foundations, and luminaires, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0095 Section MB4, in Philadelphia, Bucks and Delaware Counties, Pennsylvania. 0201-0007 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 50.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 2,707.000 01** n c1 Class 1b Excavation 0311-0422 Square Yard 152.000 14 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0726 Square Yard 4,001.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, >/= 30 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 152.000 14 n c, e Subbase 6" Depth (No. 2a) 0350-0112 Square Yard 4,001.000 01 n c, e Subbase 12" Depth (No. 2a) 0411-0481 Square Yard 356.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-1861 Ton 135.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, >/= 30 Million Esals, 12.5 Mm Mix, Srl-e 0411-2691 Ton 10.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0411-4851 Square Yard 8,119.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, >/= 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0411-8800 Square Yard 2,512.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, >/= 30 Million Esals, 25.0 Mm Mix, 3" Depth 0411-8820 Square Yard 1,489.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, >/= 30 Million Esals, 25.0 Mm Mix, 4" Depth 0460-0001 Square Yard 14,265.000 01** n f4 Bituminous Tack Coat 4460-0001 Square Yard 50,180.000 04** n Yes f4 Proj Bituminous Tack Coat For Polymer Modified Asphalt 0469-0021 Linear Foot 137.000 10 n f2 Asphalt Joint And Crack Sealing For Concrete Surfaces 0491-0011 Square Yard 150.000 01 n f3 Milling Of Bituminous Pavement Surface, 1" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 2,220.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 54,502.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 13 n x Mobilization 0608-0010 Lump Sum 1.000 01 n x Std Pennsylvania Turnpike Insurance 0609-0002 Lump Sum 1.000 15 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0006 Lump Sum 1.000 15 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 15 n x Std Equipment Package 0609-0019 Lump Sum 1.000 15 n x Inspector`s Field Office And Inspection Facilities, Type a 0620-0500 Linear Foot 1,625.000 01 n j Reset Guide Rail 0627-3020 Linear Foot 7,124.000 14 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 41,216.000 14 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0660-0025 Linear Foot 5,203.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0690-0003 Dollar 10,000.000 $1.00 $10,000.00 01 y x Formal Facilitation 0696-0610 Each 6.000 14 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 28.000 14 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639 Each 2.000 14 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0804-0001 Pound 61.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0027 Linear Foot 150.000 01 n m1 Tree Trimming To An Unlimited Height 0850-0023 Square Yard 52.000 11 n c1 Rock, Class r-5 0867-0012 Linear Foot 2,825.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 14 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 14 n q Proj Maintenance And Protection Of Traffic During Construction 4901-0003 Lump Sum 1.000 14 n Yes q Proj Maintenance And Protection Of Traffic During Construction , s-38466 0901-0203 Each 6.000 14 n q Arrow Panel 4901-0203 Each 2.000 01 n Yes q Std Arrow Panel , Pa Turnpike Right-Of-Way 0901-0231 Day 35.000 14 n q Additional Warning Lights, Type b 0901-0240 Square Foot 30.000 14 n q, r Additional Traffic Control Signs 0901-0321 Linear Foot 22,960.000 14 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 112,210.000 14 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0341 Linear Foot 3,000.000 14 n o2, o3 6" Standard Pavement Markings, Tape, Yellow 0901-0351 Linear Foot 3,000.000 14 n o2, o3 6" Standard Pavement Markings, Tape, White 0901-0451 Each 8.000 01** n q 3-Line Changeable Message Sign Without Telecommunications 0910-1204 Each 10.000 01 n p8 High Mast Lighting Pole (100-Foot Height) 0910-1205 Each 9.000 01 n p8 High Mast Lighting Pole (110-Foot Height) 0910-1206 Each 5.000 01 n p8 High Mast Lighting Pole (120-Foot Height) 0910-4111 Linear Foot 290.000 01 n p8 Awg 1/0 Underground Cable, Copper, 1 Conductor 0910-4112 Linear Foot 850.000 01 n p8 Awg 1 Underground Cable, Copper, 1 Conductor 0910-4113 Linear Foot 970.000 01 n p8 Awg 2 Underground Cable, Copper, 1 Conductor 0910-4114 Linear Foot 1,485.000 01 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 1,800.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 275.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 5,670.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 5,670.000 01 n c1, p8 Trench 0910-7025 Lump Sum 1.000 01 n p8 Asset Numbering System Update Effort 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0960-0001 Linear Foot 3,618.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 3,471.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 762.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 388.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 115.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 3,453.000 14 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,314.000 14 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 6,324.000 14 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 166,200.000 14 n o2, o3 6" Pavement Marking Removal 0963-0008 Linear Foot 3,095.000 14 n o2, o3 8" Pavement Marking Removal 0964-0001 Linear Foot 485.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 485.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 18,990.000 14 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 12,040.000 14 n o 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 3,095.000 14 n o 8" White Epoxy Pavement Markings 0966-0015 Each 10.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 51.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 1001-0001 Cubic Yard 2.000 02 n s2 Class Aa Cement Concrete 1001-0030 Cubic Yard 3.000 12 n s2 Class h.e.s. Cement Concrete 1002-0053 Pound 1,000.000 02 n s7 Reinforcement Bars, Epoxy Coated 1019-0020 Square Yard 415.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5041-0002 Square Yard 2,304.000 11** n Yes f3, s2 Proj Scarification , 1/4" Depth 5041-0003 Square Yard 1,954.000 11 n Yes f3, s2 Proj Scarification , 3/4" Depth 1042-0001 Square Yard 4,258.000 11** n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 5042-0100 Cubic Yard 32.000 11** n Req s3 Proj Latex Modified Concrete Wearing Surface, Variable Depth For Hydrodemolition 5070-0150 Lump Sum 1.000 11 n Yes v Proj Painting Existing Structural Steel Using Organic Zinc Coating Systems , Modified, s-37768 5070-0151 Lump Sum 1.000 12 n Yes v Proj Painting Existing Structural Steel Using Organic Zinc Coating Systems , Modified, s-38466 5070-0152 Lump Sum 1.000 18 n Yes v Proj Painting Existing Structural Steel Using Organic Zinc Coating Systems , Modified, s-38995 1090-0091 Square Foot 383.000 11** n s2 Std Repair Deteriorated Concrete 1091-0331 Linear Foot 103.000 11** n k1 Epoxy Injection Crack Seal 1999-9999 Hour 5,000.000 01 n z Std Trainees 8914-0001 Lump Sum 1.000 16 n x Std Design Traffic Control Plan, s-37768 8915-0001 Lump Sum 1.000 14 n q Std Construction Of Maintenance And Protection Of Traffic, s-37768 9000-0002 Square Foot 473.000 03 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37347 9000-0003 Square Foot 4,775.000 04 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37348 9000-0004 Square Foot 19,276.000 05 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37349 9000-0005 Square Foot 1,876.000 06 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37350 9000-0006 Square Foot 1,076.000 07 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37351 9000-0008 Square Foot 372.000 09 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37656 9000-0009 Square Foot 635.000 10 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 2, s-37657 9000-0103 Square Foot 430.000 04 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 3, s-37348 9000-0104 Square Foot 1,690.000 05 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 3, s-37349 9000-0105 Square Foot 150.000 06 n s2, s9, t1 Proj Concrete Bridge Deck Repair, Type 3, s-37350 9000-0204 Cubic Yard 78.000 05 n a, c1 Proj Remove Debris Under Bridge, s-37349 9000-0208 Cubic Yard 6.000 09 n a, c1 Proj Remove Debris Under Bridge, s-37656 9000-0209 Cubic Yard 20.000 10 n a, c1 Proj Remove Debris Under Bridge, s-37657 9000-0303 Ton 770.000 04 n f, f4 Proj Surface Polymer Modified Asphalt Wearing Course, s-37348 9000-0304 Ton 3,060.000 05 n f, f4 Proj Surface Polymer Modified Asphalt Wearing Course, s-37349 9000-0305 Ton 270.000 06 n f, f4 Proj Surface Polymer Modified Asphalt Wearing Course, s-37350 9000-0402 Linear Foot 8.000 03 n h1, t7 Proj Downspouting, s-37347 9000-0404 Linear Foot 300.000 05 n h1, t7 Proj Downspouting, s-37349 9000-0406 Linear Foot 30.000 07 n h1, t7 Proj Downspouting, s-37351 9000-0407 Linear Foot 25.000 08 n h1, t7 Proj Downspouting, s-37352 9000-0408 Linear Foot 20.000 09 n h1, t7 Proj Downspouting, s-37656 9000-0409 Linear Foot 10.000 10 n h1, t7 Proj Downspouting, s-37657 9000-0502 Each 123.000 03 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37347 9000-0503 Each 29.000 04 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37348 9000-0504 Each 202.000 05 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37349 9000-0505 Each 21.000 06 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37350 9000-0506 Each 255.000 07 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37351 9000-0508 Each 147.000 09 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37656 9000-0509 Each 39.000 10 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37657 9000-0510 Each 4.000 11 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-37768 9000-0511 Each 4.000 12 n h1, t7 Proj Clean And Flush Scuppers And Downspouts, s-38466 9000-0603 Linear Foot 164.000 04 n s1, s2, s7, s9, t6 Proj Replace Existing Expansion Joint With Neoprene Strip Seal, 4" Movement Capacity, s-37348 9000-0604 Linear Foot 277.000 05 n s1, s2, s7, s9, t6 Proj Replace Existing Expansion Joint With Neoprene Strip Seal, 4" Movement Capacity, s-37349 9000-0610 Linear Foot 188.000 11 n s1, s2, s7, s9, t6 Proj Replace Existing Expansion Joint With Neoprene Strip Seal 4" Movement Capacity, s-37768 9000-0702 Linear Foot 715.000 03 n s1, s2, s7, s9, t6 Proj Replace Existing Expansion Joint With Neoprene Strip Seal, 5" Movement Capacity, s-37347 9000-0703 Linear Foot 113.000 18 n s1, s2, s7 Proj Replace Existing Expansion Joint With Neoprene Strip Seal, 4" Movement Capacity, s-38995 9000-0806 Linear Foot 155.000 07 n s1, s2, t5 Proj Seal Existing Deck Joint, s-37351 9000-0808 Linear Foot 147.000 09 n s1, s2, t5 Proj Seal Existing Deck Joint, s-37656 9000-0902 Linear Foot 327.000 03 n s1, s2, t6 Proj Replace Existing Neoprene Strip Seal Gland, s-37347 9000-0903 Linear Foot 136.000 04 n s1, s2, t6 Proj Replace Existing Neoprene Strip Seal Gland, s-37348 9000-0904 Linear Foot 143.000 05 n s1, s2, t6 Proj Replace Existing Neoprene Strip Seal Gland, s-37349 9000-0905 Linear Foot 263.000 06 n s1, s2, t6 Proj Replace Existing Neoprene Strip Seal Gland, s-37350 9000-1002 Square Yard 443.000 03 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37347 9000-1003 Square Yard 11.000 04 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37348 9000-1004 Square Yard 187.000 05 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37349 9000-1005 Square Yard 14.000 06 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37350 9000-1006 Square Yard 632.000 07 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37351 9000-1008 Square Yard 386.000 09 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37656 9000-1009 Square Yard 79.000 10 n k1, s2, t1 Proj Pressure Mortar Surfacing, s-37657 9000-1101 Square Foot 25.000 02 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37346 9000-1102 Square Foot 79.000 03 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37347 9000-1103 Square Foot 72.000 04 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37348 9000-1104 Square Foot 165.000 05 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37349 9000-1105 Square Foot 31.000 06 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37350 9000-1106 Square Foot 185.000 07 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37351 9000-1107 Square Foot 100.000 08 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37352 9000-1108 Square Foot 246.000 09 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37656 9000-1109 Square Foot 53.000 10 n s2, t1 Proj Reinforced Concrete Repair, Type 2, s-37657 9000-1207 Square Yard 12.000 08 n k2, s2 Proj Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin), s-37352 9000-1307 Each 2.000 08 n s2, s7 Proj Replace/Construct Bearing Pedestal, s-37352 9000-1402 Linear Foot 2,114.000 03 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37347 9000-1403 Linear Foot 1,001.000 04 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37348 9000-1404 Linear Foot 5,191.000 05 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37349 9000-1405 Linear Foot 619.000 06 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37350 9000-1406 Linear Foot 4,418.000 07 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37351 9000-1409 Linear Foot 1,182.000 10 n s2, t5 Proj Sealing Of Longitudinal Bridge Joint At Median, s-37657 9000-1504 Square Foot 749.000 05 n k1, s2, t1 Proj Concrete Beam Repair, s-37349 9000-1506 Square Foot 510.000 07 n k1, s2, t1 Proj Concrete Beam Repair, s-37351 9000-1508 Square Foot 329.000 09 n k1, s2, t1 Proj Concrete Beam Repair, s-37656 9000-1509 Square Foot 116.000 10 n k1, s2, t1 Proj Concrete Beam Repair, s-37657 9000-1604 Each 249.000 05 n k2, s2 Proj Epoxy Coat Concrete Beam End, s-37349 9000-1606 Each 160.000 07 n k2, s2 Proj Epoxy Coat Concrete Beam End, s-37351 9000-1608 Each 82.000 09 n k2, s2 Proj Epoxy Coat Concrete Beam End, s-37656 9000-1609 Each 11.000 10 n k2, s2 Proj Epoxy Coat Concrete Beam End, s-37657 9000-1704 Each 388.000 05 n k2, s2 Proj Epoxy Coat Concrete End Diaphragm, s-37349 9000-1706 Each 1,094.000 07 n k2, s2 Proj Epoxy Coat Concrete End Diaphragm, s-37351 9000-1708 Each 705.000 09 n k2, s2 Proj Epoxy Coat Concrete End Diaphragm, s-37656 9000-1709 Each 23.000 10 n k2, s2 Proj Epoxy Coat Concrete End Diaphragm, s-37657 9000-1801 Pound 26,840.000 02 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-37346 9000-1802 Pound 3,100.000 03 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-37347 9000-1805 Pound 200.000 06 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-37350 9000-1807 Pound 12,000.000 08 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-37352 9000-1810 Pound 15,632.000 11 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-37768 9000-1811 Pound 12,416.000 12 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs, s-38466 9000-1901 Each 6.000 02 n s2, t5 Proj Replace Existing Bearing With Neoprene Pad Expansion Bearing (Non-Guided), s-37346 9000-1907 Each 8.000 08 n s2, t5 Proj Replace Existing Bearing With Neoprene Pad Expansion Bearing (Non-Guided), s-37352 9000-2001 Each 9.000 02 n s2, t5 Proj Replace Existing Bearing With Neoprene Pad Expansion Bearing (Guided), s-37346 9000-2007 Each 6.000 08 n s2, t5 Proj Replace Existing Bearing With Neoprene Pad Expansion Bearing (Guided), s-37352 9000-2107 Each 2.000 08 n s2, t5 Proj Repair Fixed Bearing, s-37352 9000-2111 Each 21.000 12 n s2, t5 Proj Repair Fixed Bearing, s-38466 9000-2201 Each 4.000 02 n s2, t5 Proj Replace Existing Bearing With High Load Multi-Rotational Expansion Bearing (Non-Guided), s-37346 9000-2301 Each 6.000 02 n s2, t5 Proj Replace Existing Bearing With High Load Multi-Rotational Expansion Bearing (Guided), s-37346 9000-2401 Lump Sum 1.000 02 n s2 Proj Jacking Bridge Superstructure, s-37346 9000-2402 Lump Sum 1.000 03 n s2 Proj Jacking Bridge Superstructure, s-37347 9000-2404 Lump Sum 1.000 05 n s2 Proj Jacking Bridge Superstructure, s-37349 9000-2406 Lump Sum 1.000 07 n s2 Proj Jacking Bridge Superstructure, s-37351 9000-2407 Lump Sum 1.000 08 n s2 Proj Jacking Bridge Superstructure, s-37352 9000-2408 Lump Sum 1.000 09 n s2 Proj Jacking Bridge Superstructure, s-37656 9000-2409 Lump Sum 1.000 10 n s2 Proj Jacking Bridge Superstructure, s-37657 9000-2410 Lump Sum 1.000 11 n s2 Proj Jacking Bridge Superstructure, s-37768 9000-2411 Lump Sum 1.000 12 n s2 Proj Jacking Bridge Superstructure, s-38466 9000-2501 Square Foot 175.000 02 n s2, v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems, Faying Surfaces, s-37346 9000-2502 Square Foot 20.000 03 n s2, v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems, Faying Surfaces, s-37347 9000-2505 Square Foot 5.000 06 n s2, v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems, Faying Surfaces, s-37350 9000-2507 Square Foot 75.000 08 n s2, v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems, Faying Surfaces, s-37352 9000-2601 Lump Sum 1.000 02 n s2, v, v2 Std Disposal Of Bridge Waste, s-37346 9000-2602 Lump Sum 1.000 03 n s2, v, v2 Std Disposal Of Bridge Waste, s-37347 9000-2603 Lump Sum 1.000 04 n s2, v, v2 Std Disposal Of Bridge Waste, s-37348 9000-2604 Lump Sum 1.000 05 n s2, v, v2 Std Disposal Of Bridge Waste, s-37349 9000-2605 Lump Sum 1.000 06 n s2, v, v2 Std Disposal Of Bridge Waste, s-37350 9000-2606 Lump Sum 1.000 07 n s2, v, v2 Std Disposal Of Bridge Waste, s-37351 9000-2607 Lump Sum 1.000 08 n s2, v, v2 Std Disposal Of Bridge Waste, s-37352 9000-2608 Lump Sum 1.000 09 n s2, v, v2 Std Disposal Of Bridge Waste, s-37656 9000-2609 Lump Sum 1.000 10 n s2, v, v2 Std Disposal Of Bridge Waste, s-37657 9000-2610 Lump Sum 1.000 11 n s2, v, v2 Std Disposal Of Bridge Waste, s-37768 9000-2611 Lump Sum 1.000 12 n s2, v, v2 Std Disposal Of Bridge Waste, s-38466 9000-2612 Lump Sum 1.000 18 n s2, v, v2 Std Disposal Of Bridge Waste, s-38995 9000-2701 Lump Sum 1.000 02 n s2, v, v2 Std Containment, s-37346 9000-2702 Lump Sum 1.000 03 n s2, v, v2 Std Containment, s-37347 9000-2703 Lump Sum 1.000 04 n s2, v, v2 Std Containment, s-37348 9000-2704 Lump Sum 1.000 05 n s2, v, v2 Std Containment, s-37349 9000-2705 Lump Sum 1.000 06 n s2, v, v2 Std Containment, s-37350 9000-2706 Lump Sum 1.000 07 n s2, v, v2 Std Containment, s-37351 9000-2707 Lump Sum 1.000 08 n s2, v, v2 Std Containment, s-37352 9000-2708 Lump Sum 1.000 09 n s2, v, v2 Std Containment, s-37656 9000-2709 Lump Sum 1.000 10 n s2, v, v2 Std Containment, s-37657 9000-2710 Lump Sum 1.000 11 n s2, v, v2 Std Containment, s-37768 9000-2711 Lump Sum 1.000 12 n s2, v, v2 Std Containment, s-38466 9000-2712 Lump Sum 1.000 18 n s2, v1, v2 Std Containment, s-38995 9000-2801 Lump Sum 1.000 02 n v, v2 Std Worker Health And Safety, s-37346 9000-2802 Lump Sum 1.000 03 n v, v2 Std Worker Health And Safety, s-37347 9000-2803 Lump Sum 1.000 04 n v, v2 Std Worker Health And Safety, s-37348 9000-2804 Lump Sum 1.000 05 n v, v2 Std Worker Health And Safety, s-37349 9000-2805 Lump Sum 1.000 06 n v, v2 Std Worker Health And Safety, s-37350 9000-2806 Lump Sum 1.000 07 n v, v2 Std Worker Health And Safety, s-37351 9000-2807 Lump Sum 1.000 08 n v, v2 Std Worker Health And Safety, s-37352 9000-2808 Lump Sum 1.000 09 n v, v2 Std Worker Health And Safety, s-37656 9000-2809 Lump Sum 1.000 10 n v, v2 Std Worker Health And Safety, s-37657 9000-2810 Lump Sum 1.000 11 n v, v2 Std Worker Health And Safety, s-37768 9000-2811 Lump Sum 1.000 12 n v, v2 Std Worker Health And Safety, s-38466 9000-2812 Lump Sum 1.000 18 n v, v2 Std Worker Health And Safety, s-38995 9000-2901 Lump Sum 1.000 02 n t1 Proj Removal Of Portion Of Existing Bridge, s-37346 9000-2902 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge, s-37347 9000-2907 Lump Sum 1.000 08 n t1 Proj Removal Of Portion Of Existing Bridge, s-37352 9000-2910 Lump Sum 1.000 11 n t1 Proj Removal Of Portion Of Existing Bridge, s-37768 9000-2911 Lump Sum 1.000 12 n t1 Proj Removal Of Portion Of Existing Bridge, s-38466 9000-3006 Linear Foot 3,219.000 07 n s1, s2, t5 Proj Silicone Sealant For Bridge Joint Expansion Dam, s-37351 9000-3008 Linear Foot 2,440.000 09 n s1, s2, t5 Proj Silicone Sealant For Bridge Joint Expansion Dam, s-37656 9000-3009 Linear Foot 814.000 10 n s1, s2, t5 Proj Silicone Sealant For Bridge Joint Expansion Dam, s-37657 9000-3108 Each 2.000 09 n t1 Proj Remove Loose Plywood Sheet From Bridge Superstructure, s-37656 9000-3202 Each 14.000 03 n h1, t7 Proj Clean And Flush Existing Drainage Trough, s-37347 9000-3302 Linear Foot 50.000 03 n s1, s2, t5 Proj Sealing Of Longitudinal Deck Joint, s-37347 9000-3402 Each 139.000 03 n s2, t1, t5, v Proj Clean And Paint Existing Bearing, s-37347 9000-3403 Each 29.000 04 n s2, t1, t5, v Proj Clean And Paint Existing Bearing, s-37348 9000-3404 Each 512.000 05 n s2, t1, t5, v Proj Clean And Paint Existing Bearing, s-37349 9000-3406 Each 409.000 07 n s2, t5, v Proj Clean And Paint Existing Bearing, s-37351 9000-3408 Each 472.000 09 n s2, t5, v Proj Clean And Paint Existing Bearing, s-37656 9000-3409 Each 137.000 10 n s2, t1, t5, v Proj Clean And Paint Existing Bearing, s-37657 9000-3502 Each 1.000 03 n p8, s2, t3 Proj Replace Existing Light Pole, s-37347 9000-3602 Linear Foot 115.000 03 n j2, s2 Proj Repair Bridge Railing, s-37347 9000-3603 Linear Foot 75.000 04 n j2, s2 Proj Repair Bridge Railing, s-37348 9000-3604 Linear Foot 90.000 05 n j2, s2 Proj Repair Bridge Railing, s-37349 9000-3605 Linear Foot 34.000 06 n j2, s2 Proj Repair Bridge Railing, s-37350 9000-3608 Linear Foot 25.000 09 n j2, s2 Proj Repair Bridge Railing, s-37656 9000-3609 Linear Foot 35.000 10 n j2, s2 Proj Repair Bridge Railing, s-37657 9000-3705 Each 1.000 06 n s2, t4, v, z Proj Repair Weld Crack, s-37350 9000-3802 Each 7.000 03 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37347 9000-3804 Each 32.000 05 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37349 9000-3805 Each 9.000 06 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37350 9000-3806 Each 2.000 07 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37351 9000-3808 Each 5.000 09 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37656 9000-3809 Each 6.000 10 n s2 Proj Replace Missing Or Damaged Junction Box Covers, s-37657 9000-4002 Each 1.000 03 n p8, s2 Proj Reattach Loose Conduit, s-37347 9000-5002 Dollar 10,000.000 $1.00 $10,000.00 01 y x Proj Coordination With The Pennsylvania Turnpike Commission 9000-5003 Cubic Yard 19.000 12 n c1 Proj Precast Cement Concrete Block Slope Wall, Repairs, s-38466 9000-5004 Linear Foot 102.000 12 n s1, s2, s7, s9, t6 Proj Inverted v-Seal Expansion Joint, 2" Movement, s-38466 9000-5005 Linear Foot 180.000 01 n s1, s2, s7, s9, t6 Proj Approach Slab Joint 9000-5006 Each 28.000 12 n s2, t5 Proj Replace Existing Expansion Bearing With Metal Expansion Bearing And Stool, s-38466 9000-5007 Each 2.000 14 n f, f1 Proj Shoulder Core Boring, 12" Depth 9000-5008 Linear Foot 1,606.000 01 n j1, j3 Proj Temporary Concrete Barrier And Temporary Impact Attenuator 9000-5009 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction On The Pennsylvania Turnpike 9000-5017 Linear Foot 102.000 12 n s1, s2, s7, s9, t6 Proj Replace Existing Expansion Joint With Neoprene Strip Seal, 3" Movement Capacity, s-38466 9000-5060 Each 12.000 01 n s2, s5 Proj Replace Expansion Bearing With Laminated Neoprene Bearing Pad And Stool, s-37768 9000-5076 Each 12.000 01 n s2, s5 Proj Replace Fixed Bearing With Laminated Neoprene Bearing Pad And Stool, s-37768 9000-5142 Square Yard 4,258.000 11** n s9 Proj Concrete Bridge Deck Surface Preparation, Hydrodemolition 9000-5227 Square Foot 8,460.000 12 n s2, t1 Proj Temporary Protection Shields, s-38466 9000-5228 Square Foot 12,280.000 18 n s2, t1 Proj Temporary Protection Shields, s-38995 9000-5250 Each 4.000 12 n k, t7 Proj Raise Scupper Grate, s-38466 9000-6001 Dollar 50,000.000 $1.00 $50,000.00 14 y q Proj Incident Management Plan 9000-6002 Dollar 50,000.000 $1.00 $50,000.00 14 y q Proj Reimbursement For Unforeseen Traffic Control Modifications 9000-6003 Dollar 15,000.000 $1.00 $15,000.00 01 y p8 Proj Reimbursement For Relocation Of Street Lighting Conduits 9000-6004 Dollar 15,000.000 $1.00 $15,000.00 01 y w Proj Reimbursement For Unknown Railroad Charges 9000-6005 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Reimbursement For Philadelphia Police Department Highway Patrol Services 9000-6006 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Reimbursement For Pennsylvania State Police Services 9000-7001 Each 7.000 01 n p8, t1 Proj Removal Of Existing Foundation, Detail a 9000-7002 Each 17.000 01 n p8, t1 Proj Removal Of Existing Foundation, Detail b 9000-7003 Each 7.000 01 n p8, s2 Proj High Mast Pole Foundation, Detail a 9000-7004 Each 17.000 01 n p8, s2 Proj High Mast Pole Foundation, Detail b 9000-7005 Each 15.000 01 n p8, t1 Proj Removal Of Existing Light Pole And Luminaires 9000-7006 Each 604.000 17 n p8 Proj High Mast Luminaire (Led) 9000-7007 Dollar 700,000.000 $1.00 $700,000.00 01 y p8, s Proj Unforeseen High Mast And Conventional Lighting Pole Work

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.