I-95: Betsy Ross Rmps A and B

The description and location of the project is as follows: Removal and replacement of the Ramp A bridge over Frankford Creek, and removal and replacement of the Ramp B bridge over I-95, Conrail and Ramps, for a total of seven new bridges and two new retaining walls. Also includes management of fill and groundwater, concrete pavement, traffic control, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 95, Section Br2, In The City And County Of Philadelphia. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4203-0001 Cubic Yard 54,218.000 01** n Yes c Proj Class 1 Excavation Modified 4204-0001 Cubic Yard 3,604.000 01 n Yes c1, h Proj Class 2 Excavation Modified 4204-0150 Cubic Yard 4,425.000 01 n Yes c1, h, s Proj Class 4 Excavation Modified 4205-0001 Cubic Yard 30,252.000 01** n Yes c1 Proj Common Borrow Excavation Modified 0212-0001 Linear Foot 6,502.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 24,627.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0020 Cubic Yard 130.000 01 n k1 Flowable Backfill, Type c 0303-0001 Square Yard 17,718.000 01** n e Cement Treated Permeable Base Course, 4" Depth 0311-0013 Square Yard 1,659.000 98 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 58-28, < 0.3 Million Esals, 37.5 Mm Mix, 11 " Depth 0311-0426 Square Yard 915.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0534 Square Yard 1,542.000 98 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 10 " Depth 0350-0106 Square Yard 1,542.000 98 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 20,018.000 01** n c, e Subbase 8" Depth (No. 2a) 0350-0112 Square Yard 1,649.000 01 n c, e Subbase 12" Depth (No. 2a) 0350-0121 Ton 210.000 01 n c, e Subbase (No. 2a) 0411-0451 Square Yard 915.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0411-0541 Square Yard 501.000 98 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 12.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-0581 Square Yard 10,941.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-0582 Square Yard 1,542.000 98 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6450 Square Yard 915.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6550 Square Yard 3,201.000 98 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 11,111.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 9,783.000 01** n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0506-0040 Square Yard 1,620.000 98 n g Plain Cement Concrete Pavement, Rps, 15" Depth 0506-0316 Each 10.000 01 n g1 Concrete Pavement Cores, Rps, 15" Depth 0514-0001 Square Yard 17,368.000 01 n g1, g2 Diamond Grinding Of Concrete Pavement 4514-0001 Square Yard 13,261.000 01 n Yes g1, g2 Proj Diamond Grinding Of Concrete Pavement Modified 0530-0015 Square Yard 14,439.000 01 n g Long-Life Concrete Pavement, 15" Depth 4601-0004 Linear Foot 3,361.000 01 n Req c1, h Std Remove Existing Pipe 4601-5901 Linear Foot 219.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified 4601-6745 Linear Foot 122.000 01 n Yes h Proj 19" x 30" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 7` - 3`, 50 Year Design Life (Open Joint) 0601-6760 Linear Foot 418.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 10` - 7`, 50 Year Design Life e 0601-7014 Linear Foot 30.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0773 Linear Foot 30.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7028 Linear Foot 179.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0775 Linear Foot 179.000 01 n h 24" Ductile Iron Pipe, 100 Year Design Life e 0601-7058 Linear Foot 18.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life o 0601-1669 Linear Foot 18.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7313 Linear Foot 559.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 9.000 01 n h Concrete End Sections For 18" Pipe o 0601-0763 Linear Foot 559.000 01 n h 18" Ductile Iron Pipe a 0616-0009 Each 9.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-1743 Linear Foot 559.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0602 Each 9.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe e 0601-7313 Linear Foot 955.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0763 Linear Foot 955.000 01 n h 18" Ductile Iron Pipe o 0601-1743 Linear Foot 955.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7327 Linear Foot 40.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0765 Linear Foot 40.000 01 n h 24" Ductile Iron Pipe o 0601-1745 Linear Foot 40.000 01 n h 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7335 Linear Foot 29.000 01 n h 27" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-1666 Linear Foot 29.000 01 n h 27" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-1746 Linear Foot 29.000 01 n h 27" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7355 Linear Foot 43.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe o 0601-1669 Linear Foot 43.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0015 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 36" Pipe e 0601-7528 Linear Foot 20.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0976 Linear Foot 20.000 01 n h 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7538 Linear Foot 260.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1869 Linear Foot 260.000 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 e 0601-7737 Linear Foot 59.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15` - 3` 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 e 0604-7014 Linear Foot 1,916.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-1463 Linear Foot 1,916.000 01 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0604-1743 Linear Foot 1,916.000 01 n h 18" Perforated Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage 0604-7717 Linear Foot 399.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10` - 7` Fill, Shore/Trench Box 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2710 Set 2.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 48.000 01 n k Type m Concrete Top Unit And Grate 4605-2850 Each 42.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Modified 4605-2854 Each 8.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10` Modified 4605-3011 Each 2.000 01 n Yes k Proj Type 4 Manhole, Storm Water, Height >5` And < /= 10` Modified 4605-3012 Each 3.000 01 n Yes k Proj Type 4 Manhole, Storm Water, Height >10` And < /= 20` Modified 4605-3031 Each 1.000 01 n Yes k Proj Type 6 Manhole, Storm Water, Height >5` And < /= 10` Modified 4605-3032 Each 5.000 01 n Yes k Proj Type 6 Manhole, Storm Water, Height >10` And < /= 20` Modified 4605-4010 Each 29.000 01 n Yes c1, h Proj Remove Existing Inlet Modified 0608-0001 Lump Sum 1.000 97 n x Mobilization 0609-0004 Lump Sum 1.000 95 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0006 Lump Sum 1.000 95 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 95 n x Std Equipment Package 0609-0011 Lump Sum 1.000 95 n x Field Laboratory 0609-0019 Lump Sum 1.000 95 n x Inspector`s Field Office And Inspection Facilities, Type a 0610-7002 Linear Foot 2,428.000 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 0612-0001 Linear Foot 392.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 159.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 7.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 7.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0460 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0619-0740 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) 0620-0010 Each 14.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 9.000 01** n j Terminal Section, Single 0620-0502 Linear Foot 7,106.000 01** n c1, j Remove Existing Guide Rail (Department Property) 0620-0567 Each 8.000 01 n j Breakaway Wood Post, 6` Length 0620-1600 Linear Foot 8,071.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 325.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 63.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0001 Linear Foot 98.000 01 n j1 Concrete Median Barrier 0624-0001 Linear Foot 503.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0275 Linear Foot 2,741.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0300 Each 2.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 2.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 48.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0626-0020 Cubic Yard 135.000 01 n m2 Corrosion Resistant Gabions, Type a 0627-3020 Linear Foot 10,682.000 98 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` e 0627-3021 Linear Foot 2,778.000 98 n j1 Temporary Barrier, Steel, Zoneguard Minimum Deflection System o 0627-3022 Linear Foot 2,778.000 98 n j1 Temporary Barrier, Steel, Barrierguard 800 Minimum Deflection System 0627-3092 Linear Foot 1,500.000 98 n j1 Temporary Barrier, Concrete Glare Screen, Plate, f-Shape (Penndot) 0628-3020 Linear Foot 11,196.000 98 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` e 0628-3021 Linear Foot 1,850.000 98 n j1 Reset Temporary Barrier, Steel, Zoneguard Minimum Deflection System o 0628-3022 Linear Foot 1,850.000 98 n j1 Reset Temporary Barrier, Steel, Barrierguard 800 Minimum Deflection System 0643-0001 Linear Foot 1,884.000 98 n j1 Temporary Concrete Barrier, Structure Mounted 0660-0023 Linear Foot 6,331.000 01 n f3 Milled Shoulder Rumble Strips 0660-0025 Linear Foot 1,793.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0677-0001 Cubic Yard 901.000 01 n c1, e Selected Material Surfacing 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 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation 0696-0639 Each 11.000 98 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 16.000 98 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 367.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 849.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 1,386.000 01 n c1, h No. 3 Coarse Aggregate 0703-0028 Cubic Yard 67.000 01 n c1, h No. 5 Coarse Aggregate 0802-0001 Cubic Yard 7,374.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 202.000 01 n m3 Seeding And Soil Supplements - Formula b 4804-0013 Pound 40.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula d (Tall Fescue Replacement) 0804-0014 Pound 2,582.000 01 n m3 Seeding - Formula e 0804-0020 Pound 2,983.000 01 n m3 Seeding And Soil Supplements - Formula l 4804-0021 Pound 183.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula w (Tall Fescue Replacement) 0805-0022 Ton 195.000 01 n m3 Mulching - Straw 0805-0037 Square Yard 12,044.000 01 n m3 Mulching - Shredded Bark With Weed Barrier Mat 0805-0050 Square Yard 11,118.000 01 n m3 Mulch Control Netting 0806-0121 Square Yard 6,955.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 66.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0806-0141 Square Yard 727.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 0808-3073 Each 2.000 01 n m Red Maple - (2" Cal. b&b) 0808-3242 Each 1.000 01 n m Sweetgum - (2" Cal. b&b) 0808-3433 Each 2.000 01 n m Downy Shadblow - (8` Ht. b&b) 0808-3467 Each 85.000 01 n m Autumn Brilliance Serviceberry - (1" Cal. b&b) 0808-4071 Each 8.000 01 n m Summersweet - (24" Ht. b.r.) 0808-4200 Each 12.000 01 n m Winterberry - (2` Ht. b.r.) 0808-4420 Each 5.000 01 n m American Cranberrybush Viburnum - (18" Ht. b&b) 0808-4496 Each 3.000 01 n m Common Witch Hazel - (3` Ht. b & b) 0810-0052 Each 30.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 200.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 250,000.000 $1.00 $250,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0022 Square Yard 70.000 01 n c1 Rock, Class r-4 0850-0023 Square Yard 61.000 01 n c1 Rock, Class r-5 0850-0024 Square Yard 239.000 01 n c1 Rock, Class r-6 0850-0032 Cubic Yard 15.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 3,887.000 01 n c1 Rock, Class r-6 0855-0003 Each 7.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 7.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 3.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 8,752.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 528.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 1,598.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 240.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0872-0001 Each 17.000 01 n c1, h Concrete Anti-Seep Collar 0875-0001 Each 7.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 98 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 50.000 98 n q Shadow Vehicle 0901-0120 Each 8.000 98 n q Speed Display Sign 0901-0202 Each 10.000 98 n q Floodlights 0901-0231 Day 54,750.000 98 n q Additional Warning Lights, Type b 0901-0240 Square Foot 800.000 98 n q, r Additional Traffic Control Signs 0901-0250 Lump Sum 1.000 01 n p8 Temporary Highway Lighting 0901-0321 Linear Foot 11,361.000 98 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 37,656.000 98 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 3,693.000 98 n o 8" Standard Pavement Markings, Paint & Beads, White 0903-0750 Lump Sum 1.000 98 n c Removal Of Temporary Roadway 0910-0002 Each 17.000 01 n c1, p8 Junction Boxes j.b.-2 0910-0006 Each 1.000 01 n c1, p8 Junction Boxes j.b.-25 0910-0154 Each 17.000 01 n p8 Pole Foundation, Type Fc 0910-0322 Each 24.000 01 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0324 Each 4.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0326 Each 1.000 01 n p8 Steel Lighting Pole With 10-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0330 Each 10.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-0332 Each 2.000 01 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-2014 Each 14.000 01 n p8 20-Foot Bracket Arm 0910-2828 Each 53.000 01 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-2830 Each 2.000 01 n p8 400-Watt High Pressure Sodium Luminaire, Arm Mount 0910-3072 Each 7.000 01 n p8 100-Watt High Pressure Sodium Luminaire, Overhead Mount 0910-3073 Each 2.000 01 n p8 150-Watt High Pressure Sodium Luminaire, Overhead Mount 4910-4064 Linear Foot 8,690.000 01 n Yes p8 Proj Awg 4 Above Ground Cable, Copper, 1 Conductor Modified 0910-4113 Linear Foot 10,695.000 01 n p8 Awg 2 Underground Cable, Copper, 1 Conductor 0910-4114 Linear Foot 19,275.000 01 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 19,385.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 19,495.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 4,905.000 01 n c1, p8 2" Direct Burial Conduit 0910-5400 Linear Foot 325.000 01 n c1, p8 Conduit Sleeve 0910-5500 Each 15.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 4,905.000 01 n c1, p8 Trench 0910-7020 Each 2.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0920-0001 Lump Sum 1.000 01 n p8 Sign Lighting - Entire Project 0931-0001 Square Foot 225.000 01 n r Post Mounted Signs, Type b 0933-0001 Square Foot 214.000 01 n r Post Mounted Signs, Type d 0935-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 865.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0937-0104 Each 38.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 83.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 38.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 83.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0200 Each 102.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/b) 0937-0201 Each 116.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0202 Each 174.000 98 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 267.000 98 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0210 Each 102.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 116.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0213 Each 393.000 98 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/b) 0941-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type b 0960-0001 Linear Foot 3,874.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 1,900.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 4,948.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,352.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0232 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0960-0233 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Left t Lane", 18` - 0" x 5` - 6" 0963-0001 Square Foot 2,274.000 98 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 3,445.000 98 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 19,493.000 98 n o2, o3 6" Pavement Marking Removal 0964-0001 Linear Foot 10,819.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 12,082.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 4,388.000 01 n o 6" White Epoxy Pavement Markings 0964-0007 Linear Foot 4,235.000 01 n o 6" Black Epoxy Pavement Markings 0964-0008 Linear Foot 8,165.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 4,010.000 01 n o 24" White Epoxy Pavement Markings 0966-0014 Each 96.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 11.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 944.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0103 Each 15.000 01 n o1 Snowplowable Raised Pavement Marker, Two Way Bridge Deck Holder With Reflector (y/b) 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type c 1001-0001 Cubic Yard 12.000 01 n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 1.000 01 n s2 Class a Cement Concrete 1002-0199 Pound 1,100.000 01 n s7 Reinforcement Bars, Epoxy Coated 1019-0050 Square Yard 22.000 01 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1050-0030 Pound 9,802.000 01 n t3 Fabricated Structural Steel, Unpainted 1056-0110 Pound 3,175.000 01 n t3 Fabricated Structural Steel, Galvanized 1201-1000 Each 1.000 02 n p1, p2, p4, p5 Its Device Field Enclosure, Ground Mount 1231-2000 Each 1.000 02 n p3 Its Portable Dynamic Message Sign, Led, 12" Text, Solar 1999-9999 Hour 8,000.000 96 n z Std Trainees e 8010-0000 Lump Sum 1.000 10 n Yes t Std Bridge Structure, As Designed, s-37128 a 1002-0138 Each 140.000 10 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 10.000 10 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0146 Each 42.000 10 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0148 Each 4.000 10 n s7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated a 1002-0190 Pound 211,473.000 10 n s7 Reinforcement Bars, Epoxy Coated a 1005-1106 Linear Foot 3,203.000 10 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1269 Each 64.000 10 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8100-0000 Lump Sum 1.000 10 n t Std Steel Bridge Structure, s-37128 a 1005-1106 Linear Foot 3,203.000 10 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1269 Each 64.000 10 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 e 8010-0001 Lump Sum 1.000 11 n Yes t Std Bridge Structure, As Designed, s-38480 a 1002-0191 Pound 90,212.000 11 n s7 Reinforcement Bars, Epoxy Coated a 1002-0230 Pound 16,241.000 11 n s7 Reinforcement Bars, Uncoated, Corrosion-Resistant Steel a 1005-1116 Linear Foot 1,432.000 11 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1280 Each 23.000 11 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8100-0001 Lump Sum 1.000 11 n t Std Steel Bridge Structure, s-38480 a 1005-1116 Linear Foot 1,432.000 11 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1280 Each 23.000 11 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 e 8010-0002 Lump Sum 1.000 12 n Yes t Std Bridge Structure, As Designed, s-38366 a 1002-0192 Pound 983,895.000 12 n s7 Reinforcement Bars, Epoxy Coated a 1002-0231 Pound 100,360.000 12 n s7 Reinforcement Bars, Uncoated, Corrosion-Resistant Steel a 1005-1126 Linear Foot 13,992.000 12 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1291 Each 249.000 12 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8100-0002 Lump Sum 1.000 12 n t Std Steel Bridge Structure, s-38366 a 1005-1126 Linear Foot 13,992.000 12 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1291 Each 249.000 12 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 e 8010-0003 Lump Sum 1.000 13 n Yes t Std Bridge Structure, As Designed, s-37600 a 1002-0139 Each 17.000 13 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 1002-0141 Each 74.000 13 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0145 Each 140.000 13 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0156 Each 44.000 13 n s7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated a 1002-0158 Each 20.000 13 n s7 Mechanical Splice System For No. 11 Reinforcement Bars, Epoxy Coated a 1002-0193 Pound 486,833.000 13 n s7 Reinforcement Bars, Epoxy Coated a 1005-1136 Linear Foot 8,944.000 13 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1302 Each 120.000 13 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8000-0003 Lump Sum 1.000 13 n s Std Prestressed Concrete Bridge Structure, s-37600 a 1005-1136 Linear Foot 8,944.000 13 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1302 Each 120.000 13 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8100-0003 Lump Sum 1.000 13 n t Std Steel Bridge Structure, s-37600 a 1005-1136 Linear Foot 8,944.000 13 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1302 Each 120.000 13 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 e 8010-0004 Lump Sum 1.000 14 n Yes t Std Bridge Structure, As Designed, s-37601 a 1002-0152 Each 18.000 14 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0156 Each 20.000 14 n s7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated a 1002-0194 Pound 257,373.000 14 n s7 Reinforcement Bars, Epoxy Coated a 1002-0232 Pound 28,532.000 14 n s7 Reinforcement Bars, Uncoated, Corrosion-Resistant Steel a 1005-1146 Linear Foot 9,519.000 14 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1313 Each 131.000 14 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8000-0004 Lump Sum 1.000 14 n s Std Prestressed Concrete Bridge Structure, s-37601 a 1005-1146 Linear Foot 9,519.000 14 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1313 Each 131.000 14 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 o 8100-0004 Lump Sum 1.000 14 n t Std Steel Bridge Structure, s-37601 a 1005-1146 Linear Foot 9,519.000 14 n u Steel Beam Bearing Piles, Hp14x89 a 1005-1313 Each 131.000 14 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 e 8010-0005 Lump Sum 1.000 15 n Yes t Std Bridge Structure, As Designed, s-37498 a 1002-0195 Pound 106,474.000 15 n s7 Reinforcement Bars, Epoxy Coated a 1002-0233 Pound 12,500.000 15 n s7 Reinforcement Bars, Uncoated, Corrosion-Resistant Steel a 1005-1324 Each 52.000 15 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1340 Linear Foot 2,288.000 15 n u Steel Beam Bearing Piles, Hp14x89 o 8000-0005 Lump Sum 1.000 15 n s Std Prestressed Concrete Bridge Structure, s-37498 a 1005-1324 Each 52.000 15 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1340 Linear Foot 2,288.000 15 n u Steel Beam Bearing Piles, Hp14x89 o 8100-0005 Lump Sum 1.000 15 n t Std Steel Bridge Structure, s-37498 a 1005-1324 Each 52.000 15 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1340 Linear Foot 2,288.000 15 n u Steel Beam Bearing Piles, Hp14x89 e 8010-0006 Lump Sum 1.000 16 n Yes t Std Bridge Structure, As Designed, s-37599 a 1002-0196 Pound 116,976.000 16 n s7 Reinforcement Bars, Epoxy Coated a 1002-0234 Pound 3,767.000 16 n s7 Reinforcement Bars, Uncoated, Corrosion-Resistant Steel a 1005-1336 Each 44.000 16 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1341 Linear Foot 3,007.000 16 n u Steel Beam Bearing Piles, Hp14x89 o 8000-0006 Lump Sum 1.000 16 n s Std Prestressed Concrete Bridge Structure, s-37599 a 1005-1336 Each 44.000 16 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1341 Linear Foot 3,007.000 16 n u Steel Beam Bearing Piles, Hp14x89 o 8100-0006 Lump Sum 1.000 16 n t Std Steel Bridge Structure, s-37599 a 1005-1336 Each 44.000 16 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x89 a 1005-1341 Linear Foot 3,007.000 16 n u Steel Beam Bearing Piles, Hp14x89 e 8622-0001 Lump Sum 1.000 12 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-38366p o 8621-0001 Lump Sum 1.000 12 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-38366p e 8622-0002 Lump Sum 1.000 13 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-37600p o 8621-0002 Lump Sum 1.000 13 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-37600p e 8622-0003 Lump Sum 1.000 14 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-37601p o 8621-0003 Lump Sum 1.000 14 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-37601p e 8622-0004 Lump Sum 1.000 16 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-37599p o 8621-0004 Lump Sum 1.000 16 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-37599p e 8622-0005 Lump Sum 1.000 18 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-38636 a 1002-0197 Pound 24,100.000 18 n s7 Reinforcement Bars, Epoxy Coated o 8621-0005 Lump Sum 1.000 18 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-38636 o 8610-0005 Lump Sum 1.000 18 n s5 Std Concrete Retaining Wall, s-38636 e 8622-0006 Lump Sum 1.000 19 n Yes s5 Std Precast Modular Retaining Wall, As Designed, s-38635 a 1002-0198 Pound 13,220.000 19 n s7 Reinforcement Bars, Epoxy Coated o 8621-0006 Lump Sum 1.000 19 n s5 Std Mechanically Stabilized Earth Retaining Wall, s-38635 o 8610-0006 Lump Sum 1.000 19 n s5 Std Concrete Retaining Wall, s-38635 8948-0400 Lump Sum 1.000 17 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-38630 9000-0001 Lump Sum 1.000 01 n c1 Proj Health And Safety Plan 9000-0002 Lump Sum 1.000 01 n c1 Proj Waste Management Plan 9000-0003 Ton 4,810.000 01 n c1 Proj Load,Transport And Dispose - Residual/Non-Hazardous Waste 9000-0004 Ton 630.000 01 n c1 Proj Load, Transport And Dispose - Hazardous Waste 9000-0005 Lump Sum 1.000 01 n c1 Proj Excavation Sampling, Analysis And Reporting 9000-0006 Dollar 100,000.000 $1.00 $100,000.00 01 y c1 Proj Soil And Water Sampling And Analysis 9000-0007 Dollar 100,000.000 $1.00 $100,000.00 01 y c1 Proj Event-Specific Sampling Plan And Report 9000-0008 Ton 4,338.000 01 n c1 Proj Load, Transport And Dispose - Clean Fill 9000-0009 Ton 4,338.000 01 n c1 Proj Load, Transport And Dispose - Regulated Fill 9000-0010 Dollar 2,000,000.000 $1.00 $2,000,000.00 01 y c1 Proj Contaminated Groundwater Treatment And Disposal 9000-0050 Dollar 500,000.000 $1.00 $500,000.00 01 y x Proj Project Site Cleaning 9000-0063 Dollar 500,000.000 $1.00 $500,000.00 01 y c1 Proj Unforeseen Remediation On Conrail Property 9000-0090 Linear Foot 3,019.000 01 n k Proj Plain Cement Concrete Curb, 4" Reveal 9000-0115 Dollar 100,000.000 $1.00 $100,000.00 01 y p8 Proj Unforeseen Replacement Of Existing Light Fixtures 9000-0116 Dollar 500,000.000 $1.00 $500,000.00 01 y k2 Proj Unforeseen Painting Of Existing Concrete Structures 9000-0117 Dollar 250,000.000 $1.00 $250,000.00 01 y v Proj Unforeseen Painting Of Existing Steel Structures 9000-0118 Dollar 165,000.000 $1.00 $165,000.00 01 y m Proj Unforeseen Landscape Maintenance Activities 9000-0140 Dollar 150,000.000 $1.00 $150,000.00 01 y z Proj Unforeseen Maintenance Activities 9000-0142 Dollar 50,000.000 $1.00 $50,000.00 01 y Zz Proj Railroad Company Review Services 9000-0157 Dollar 500,000.000 $1.00 $500,000.00 01 y x Proj Removal Of Unforeseen Obstructions 9000-0300 Linear Foot 44.000 15 n t6 Proj Replacement Of Neoprene Strip Seal Dam, (5" Movement), s-37498 9000-0301 Linear Foot 34.000 16 n t6 Proj Replacement Of Existing Expansion Dam, (3" Movement), s-37599 9000-0400 Dollar 325,000.000 $1.00 $325,000.00 01 y h Proj Unforeseen Stormwater Management 9000-0500 Each 5.000 15 n t5 Proj Remove And Reset Existing Hlmr Pot Bearings, s-37498 9000-0600 Lump Sum 1.000 01 n x Proj Aids To Navigation 9000-0620 Lump Sum 1.000 01 n x Proj Settlement Monitoring Using Horizontal Inclinometer 9000-0650 Each 1.000 10 n t1, u Proj Existing Pile Extraction, s-37128 9000-0651 Each 15.000 12 n t1, u Proj Existing Pile Extraction, s-38366 9000-0652 Each 11.000 13 n t1, u Proj Existing Pile Extraction, s-37600 9000-0653 Each 2.000 14 n t1, u Proj Existing Pile Extraction, s-37601 9000-0654 Each 6.000 15 n t1, u Proj Existing Pile Extraction, s-37498 9000-0655 Each 4.000 16 n t1, u Proj Existing Pile Extraction, s-37599 9000-1002 Dollar 10,000.000 $1.00 $10,000.00 01 y x Proj New Jersey Transit Authority Coordination 9000-1007 Each 4.000 98 n j Proj Transition, Temporary Concrete Median Barrier To Temporary Steel Barrier 9000-5000 Lump Sum 1.000 10 n t1 Proj Debris Shielding, s-37128 9000-5001 Lump Sum 1.000 11 n t1 Proj Debris Shielding, s-38480 9000-5002 Lump Sum 1.000 12 n t1 Proj Debris Shielding, s-38366 9000-5003 Lump Sum 1.000 13 n t1 Proj Debris Shielding, s-37600 9000-5004 Lump Sum 1.000 15 n t1 Proj Debris Shielding, s-37498 9000-5005 Lump Sum 1.000 16 n t1 Proj Debris Shielding, s-37599 9000-5006 Lump Sum 1.000 01 n t1 Proj Debris Shielding, s-10294 9000-5007 Lump Sum 1.000 01 n t1 Proj Debris Shielding, s-10295 9000-6009 Each 2.000 01 n h Proj Debris Grill 9000-6170 Lump Sum 1.000 01 n x Std Portland Cement Concrete Pavement Training 9000-6174 Dollar 22,251.000 $1.00 $22,251.00 01 y x Std Superpave Pwt Incentive 9000-8018 Each 14.000 01 n p8 Proj Miscellaneous Pole - Wood Poles - Class Ii 9000-8044 Lump Sum 1.000 01 n p8 Proj Highway Lighting Asset Numbering 9001-0006 Each 5.000 19 n Zz Proj Settlement Plate Installation - Ramp Bh 9001-0007 Lump Sum 1.000 19 n Zz Proj Settlement Plate Survey Readings - Ramp Bh 9001-0008 Each 5.000 18 n Zz Proj Settlement Plate Installation - Ramp Bd 9001-0009 Lump Sum 1.000 18 n Zz Proj Settlement Plate Survey Readings - Ramp Bd 9001-0920 Lump Sum 1.000 11 n Zz Proj Control Of Heat Of Hydration For Structural Mass Concrete, s-38480 9001-0921 Lump Sum 1.000 12 n Zz Proj Control Of Heat Of Hydration For Structural Mass Concrete, s-38366 9001-0922 Lump Sum 1.000 14 n Zz Proj Control Of Heat Of Hydration For Structural Mass Concrete, s-37601 9001-0923 Lump Sum 1.000 15 n Zz Proj Control Of Heat Of Hydration For Structural Mass Concrete, s-37498 9001-0924 Lump Sum 1.000 16 n Zz Proj Control Of Heat Of Hydration For Structural Mass Concrete, s-37599 9005-0000 Each 6.000 10 n u Std Dynamic Pile Load Testing, s-37128 9005-0001 Each 2.000 11 n u Std Dynamic Pile Load Testing, s-38480 9005-0002 Each 20.000 12 n u Std Dynamic Pile Load Testing, s-38366 9005-0003 Each 8.000 13 n u Std Dynamic Pile Load Testing, s-37600 9005-0004 Each 6.000 14 n u Std Dynamic Pile Load Testing, s-37601 9005-0005 Each 2.000 15 n u Std Dynamic Pile Load Testing, s-37498 9005-0006 Each 4.000 16 n u Std Dynamic Pile Load Testing, s-37599 9005-0500 Linear Foot 2,786.000 12 n c6 Proj Mandatory Pre-Drilling For Driven Piles, s-38366 9005-0501 Linear Foot 4,689.000 13 n c6 Proj Mandatory Pre-Drilling For Driven Piles, s-37600 9005-0502 Linear Foot 2,889.000 16 n c6 Proj Mandatory Pre-Drilling For Driven Piles, s-37601 9005-0503 Linear Foot 3,007.000 16 n c6 Proj Mandatory Pre-Drilling For Driven Piles, s-37599 9005-0600 Linear Foot 324.000 10 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-37128 9005-0601 Linear Foot 144.000 11 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-38480 9005-0602 Linear Foot 1,398.000 12 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-38366 9005-0603 Linear Foot 426.000 13 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-37600 9005-0604 Linear Foot 973.000 14 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-37601 9005-0605 Linear Foot 238.000 15 n c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling, s-37498 9005-0610 Linear Foot 35.000 10 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-37128 9005-0611 Linear Foot 15.000 11 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-38480 9005-0612 Linear Foot 139.000 12 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-38366 9005-0613 Linear Foot 89.000 13 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-37600 9005-0614 Linear Foot 98.000 14 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-37601 9005-0615 Linear Foot 24.000 15 n c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling, s-37498 9005-0620 Dollar 5,000.000 $1.00 $5,000.00 10 y u Std Pile Extraction And Re-Driving, s-37128 9005-0621 Dollar 5,000.000 $1.00 $5,000.00 11 y u Std Pile Extraction And Re-Driving, s-38480 9005-0622 Dollar 5,000.000 $1.00 $5,000.00 12 y u Std Pile Extraction And Re-Driving, s-38366 9005-0623 Dollar 5,000.000 $1.00 $5,000.00 13 y u Std Pile Extraction And Re-Driving, s-37600 9005-0624 Dollar 5,000.000 $1.00 $5,000.00 14 y u Std Pile Extraction And Re-Driving, s-37601 9005-0625 Dollar 5,000.000 $1.00 $5,000.00 15 y u Std Pile Extraction And Re-Driving, s-37498 9005-0682 Each 6.000 10 n u Proj Pile Interference Locating And Monitoring, s-37128 9005-0683 Each 1.000 11 n u Proj Pile Interference Locating And Monitoring, s-38480 9005-0684 Each 32.000 12 n u Proj Pile Interference Locating And Monitoring, s-38366 9005-0685 Each 9.000 13 n u Proj Pile Interference Locating And Monitoring, s-37600 9005-0686 Each 12.000 15 n u Proj Pile Interference Locating And Monitoring, s-37498 9005-0700 Dollar 10,000.000 $1.00 $10,000.00 10 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-37128 9005-0701 Dollar 10,000.000 $1.00 $10,000.00 11 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-38480 9005-0702 Dollar 10,000.000 $1.00 $10,000.00 12 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-38366 9005-0703 Dollar 10,000.000 $1.00 $10,000.00 13 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-37600 9005-0704 Dollar 10,000.000 $1.00 $10,000.00 14 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-37601 9005-0705 Dollar 10,000.000 $1.00 $10,000.00 15 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions, s-37498 9005-6002 Lump Sum 1.000 01 n u Proj Monitoring And Vibration Control 9006-0201 Linear Foot 32.000 17 n u1 Proj 54" Diameter Drilled Caissons, Shaft Section, In Soil s-38630 9018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge, s-10295 9018-0002 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge, s-10294 9018-0050 Lump Sum 1.000 15 n t1 Proj Removal Of Portion Of Existing Bridge, s-37498 9018-0051 Lump Sum 1.000 16 n t1 Proj Removal Of Portion Of Existing Bridge, s-37599 9018-0053 Lump Sum 1.000 01 n t1 Proj Removal Of Portion Of Existing Bridge, Drpa Over Richmond Street 9203-0101 Lump Sum 1.000 10 n c1, s5 Std Temporary Excavation Support And Protection System, s-37128 9203-0102 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System, s-38480 9203-0103 Lump Sum 1.000 12 n c1, s5 Std Temporary Excavation Support And Protection System, s-38366 9203-0104 Lump Sum 1.000 13 n c1, s5 Std Temporary Excavation Support And Protection System, s-37600 9203-0105 Lump Sum 1.000 14 n c1, s5 Std Temporary Excavation Support And Protection System, s-37601 9203-0106 Lump Sum 1.000 15 n c1, s5 Std Temporary Excavation Support And Protection System, s-37498 9203-0107 Lump Sum 1.000 16 n c1, s5 Std Temporary Excavation Support And Protection System, s-37599 9203-0108 Lump Sum 1.000 01 n c1, s5 Std Temporary Excavation Support And Protection System, Ramp b Rt 9203-0109 Lump Sum 1.000 01 n c1, s5 Std Temporary Excavation Support And Protection System, Ramp h Lt 9212-0101 Square Yard 11,917.000 01 n c1 Proj Impervious Liner 9515-0001 Linear Foot 2,529.000 01 n g4 Proj Pavement Sawcut 9601-0001 Each 45.000 01 n h Proj 6"Pvc Cleanout Pipe (Based On 100` Max) 9601-0006 Linear Foot 107.000 01 n h Proj Temporary 6-Inch Pipe 9601-0018 Linear Foot 177.000 01 n h Proj Temporary 18-Inch Pipe 9601-0024 Linear Foot 176.000 01 n h Proj Temporary 24-Inch Pipe 9601-0048 Linear Foot 486.000 01 n h Proj Temporary 48-Inch Pipe 9601-1101 Lump Sum 1.000 01 n c2, h Proj Jacking Pits And Associated Sheeting 9601-1111 Lump Sum 1.000 01 n u Proj Monitoring 9601-6745 Linear Foot 11.000 01 n c1, h Proj 19" x 30" Elliptical Reinforced Concrete Pipe, Type b, Shore/Trench Box Horizontal, 7`-3`, 50 Year Design Life, Crossing Peco Line 9601-7061 Linear Foot 135.000 01 n c2, h Proj Jacked 36" Reinforced Concrete Pipe, Type a, 30`-1.5` Fill, 100 Year Design Life 9601-7710 Linear Foot 11.000 01 n c1, h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box, Crossing Peco Line 9605-0013 Each 2.000 01 n k Proj Temporary Riser Extension 9605-0030 Each 13.000 01 n h Proj Plug Pipe 9605-1000 Each 10.000 01 n k, t7 Proj Permanent Inlet / Scupper Cap 9605-1001 Each 1.000 01 n k Proj Cap Existing Inlet 9605-2000 Each 5.000 01 n k Proj Temporary Inlet Cap 9605-4004 Each 9.000 01 n k Proj Trash Rack Access Modification 9605-5901 Each 14.000 01 n h1 Proj Cleaning Existing Inlets 9610-0002 Linear Foot 2,558.000 01 n h Proj 6" Perforated Hdpe Pipe Underdrain 9618-1845 Each 4.000 01 n h Proj Reinforced Concrete Bend - 45 Degrees - 18" Pipe 9618-2007 Each 2.000 01 n h Proj Bulkhead 9618-2012 Each 5.000 01 n h Proj Precast 18" x 18" Reinforced Concrete Pipe Wye Branch For Proposed Pipe 9618-2024 Each 5.000 01 n h Proj Concrete Collar 9623-0052 Linear Foot 1,016.000 01 n g, j1 Proj Single Face Concrete Barrier With Variable 10 Foot To 14 Foot Shoulder Moment Slab 9623-0062 Each 1.000 01 n g, j1 Proj Single Face Concrete Barrier With 10 Foot Shoulder Moment Slab, Transition 42" To 45" Height 9623-0072 Each 1.000 01 n g, j Proj Moment Slab With Flared Section For Guide Rail Connection 9624-0001 Linear Foot 2,338.000 01 n j2 Proj Right-Of-Way Fence, Type 1, 8` High, Black Vinyl Coated, 2" Woven Mesh Fabric, Powder Coated Posts 9624-0091 Dollar 6,000.000 $1.00 $6,000.00 01 y j2 Proj Remove And Reset Private Fence, Meyers Property 9624-0092 Dollar 2,500.000 $1.00 $2,500.00 01 y j2 Proj Remove And Reset Private Fence, Mckenna Property 9624-0093 Dollar 5,300.000 $1.00 $5,300.00 01 y j2 Proj Remove And Reset Private Fence, Morell Property 9624-0094 Dollar 5,000.000 $1.00 $5,000.00 01 y j2 Proj Remove And Reset Private Fence, Drpa Property 9624-0300 Each 9.000 01 n j2 Proj End Posts For Type 1 Right-Of-Way Fence, 8` High, Powder Coated 9624-0400 Each 22.000 01 n j2 Proj Corner Posts For Type 1 Right-Of-Way Fence, 8` High, Powder Coated 9624-0600 Each 217.000 01 n j2 Proj Line Posts For Type 1 Right-Of-Way Fence, 8` High, Powder Coated 9624-0725 Each 4.000 01 n j2 Proj Vehicular Gate For Type 1 Right-Of-Way Fence, 15-Foot Opening, 8` High, Black Vinyl Coated, 2" Woven Mesh Fabric, Powder Coated Frames 9802-0001 Cubic Yard 3,355.000 01 n m Proj Amended Soil 9808-0002 Each 3.000 01 n m Proj Virginia Sweetspire - (3 Gal. Pot) 9808-0009 Each 4.000 01 n m Proj Swamp Azalea - (18"-24" Ht. Pot) 9808-0010 Each 3.000 01 n m Proj Low-Bush Blueberry - (18"-24" Ht. Pot) 9808-0012 Each 11.000 01 n m Proj Adagio Maiden Grass - (2 Gal. Pot) 9808-0014 Each 19.000 01 n m Proj Switch Grass - (1 Gal. Pot) 9808-5000 Lump Sum 1.000 01 n m Proj Plant Establishment And Replacement 9808-5001 Lump Sum 1.000 01 n h, k, m Proj Bmp Maintenance 9808-7245 Each 5.000 01 n m Proj Sweetbay Magnolia - (6` Ht. b&b) 9855-0003 Each 7.000 01 n m2 Proj Pumped Water Filter Bag Containment Area 9859-0001 Each 5.000 01 n m2 Proj Sediment Storage Dewatering Facility 9859-0002 Each 4.000 01 n m2 Proj Bypass Pump Around Work Area 9859-0004 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, Ramp a Pier a01 9859-0005 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, Ramp b Pier b09 9859-0006 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, 36" Outfall Pipe (e-419) 9859-0007 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, 27" Outfall Pipe (e-464) 9859-0040 Each 5.000 01 n h Proj Sediment Cleanout Marker 9859-0041 Each 7.000 01 n h Proj Trash Rack And Anti-Vortex Device Assembly 9859-0045 Each 4.000 01 n t7 Proj Splash Block 9873-0001 Linear Foot 249.000 01 n c1, h Proj Concrete Barrier Baffle Wall 9901-0130 Each 2.000 98 n q Proj Traffic Alert Radio 9901-0221 Linear Foot 42.000 98 n q Proj Temporary Portable Rumble Strips 9901-1000 Dollar 250,000.000 $1.00 $250,000.00 98 y q Proj Unforeseen Traffic Control Modifications 9901-2001 Hour 45,000.000 98 n q Proj Class 1 Tow Truck - Standby 9901-2002 Call 250.000 98 n q Proj Class 1 Tow Truck - On Call 9901-2003 Call 250.000 98 n q Proj Class 2 Tow Truck - On Call 9901-2004 Call 250.000 98 n q Proj Ramp Truck - On Call 9901-2005 Dollar 50,000.000 $1.00 $50,000.00 98 y x Proj Reimbursement Of Philadelphia Police Depart Patrol Department Services Special 9901-2009 Dollar 30,000.000 $1.00 $30,000.00 98 y q Proj Repair Of Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 9910-0002 Each 26.000 01 n p8 Proj Remove Existing Street Light Pole, Luminaire And Foundation 9910-0005 Each 41.000 01 n p8 Proj Remove Structure Mounted Luminaire 9910-0006 Lump Sum 1.000 01 n x Proj Coordination With Peco 9910-0026 Dollar 100,000.000 $1.00 $100,000.00 01 y p8 Proj Unforeseen Replacement Of Understructure Conduit, Junction Boxes And Wiring 9910-0200 Lump Sum 1.000 01 n p8 Proj Connect To Existing Power Supply 9933-0001 Square Foot 65.000 01** n r Proj Post Mounted Signs, Type d, Special Mount 1 9933-0004 Square Foot 60.000 01 n r Proj Post Mounted Signs, Type d, Special Mount 4 9936-0001 Each 4.000 01 n r Proj Remove Structure Mounted Extruded Aluminum Channel Signs 9936-0002 Square Foot 1,620.000 98 n r1 Proj Cover Structure Mounted Extruded Aluminum Channel Signs 9936-0003 Each 10.000 98 n r1 Proj Uncover Structure Mounted Extruded Aluminum Channel Signs 9936-0200 Each 2.000 01 n r Proj Reset Structure Mounted Flat Sheet Aluminum Signs 9948-0301 Lump Sum 1.000 01 n r1 Proj Removal Of Steel Sign Structure, 4 Post Tri Chord Truss, Sr 8017 (Ramp a) Sta 78+65 9967-0004 Linear Foot 1,500.000 98 n j1, q Proj Temporary Concrete Glare Screen Stiffening 9973-0001 Each 10.000 01 n r Proj Remove Post Mounted Signs, Type d 9991-0191 Each 1.000 01 n p8 Proj Flush Mounted 30"x30"x12" Junction Box 9991-0195 Linear Foot 1,486.000 01 n p8 Proj 4" Multi-Duct With (4) 1-1/4" Innerducts 9999-9980 Dollar 100,000.000 $1.00 $100,000.00 98 y q Proj Incident Management Plan

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.