I-84 over Lackrr/Roaring and 435

For the rehabilitation and improvement of a certain section of State Highway in Lackawanna County, Dunmore Borough and Roaring Brook Township, Commonwealth of Pennsylvania, State Route 0084, Section 282. The project being situated as follows: SR 0084, Eastbound - from a point approximately a ½ mile Southeast of the SR 0081 (I-81) interchange (Exit 186) at Segment 0008 Offset 3579 (Station 713+75.00) EB to a point at the SR 0380 (I-380) interchange (Exit 24) at Segment 0034 Offset 0000 (Station 559+73.05) EB. SR 0084, Westbound - from a point approximately 1.0-mile Southeast of the SR 0081 (I-81) interchange (Exit 186) at Segment 0011 Offset 2610 (Station 688+00.00) WB to a point near SR 0380 (I-380) interchange (Exit 24) at Segment 0031 Offset 1484 (Station 581+50.00) WB. SR 0380, Southbound – from a point at the SR 0084 (I-84) interchange (Exit 4) at Segment 0241 Offset 1096 (Station 559+73.05) SB to a point at the SR 0084 (I-84) interchange (Exit 4) at Segment 0241 Offset 0648 (Station 555+25.00) SB. SR 0435, Southbound – from a point near SR 0084 (I-84) interchange (Exit 2) at Segment 0311 Offset 2440 (Station 38+78.84) SB to a point approximately 2 miles from the intersection with SR 0348 at Segment 0301 Offset 1168 (Station 10+00.00) SB. SR 0435, Northbound – from a point near SR 0084 (I-84) interchange (Exit 2) at Segment 0310 Offset 1146 (Station 42+00.00) NB to a point approximately 2 miles from the intersection with SR 0348 at Segment 0300 Offset 0900 (Station 28+50.00) NB. The project consists of the replacement of the I-84 Bridges over the PNRRA/ D and L Railroad and Roaring Brook and the reconfiguration of the interchange with SR 0435 (Exit 2). Other work includes excavation, geotextile, full depth bituminous pavement, overhead sign structures, drainage, guiderail, fencing, concrete barrier, temporary concrete barrier, landscaping, erosion and sediment control measures, pavement markers, temporary traffic control, signing, traffic signals, concrete bridge work, bridge removal, structural steel, painting existing steel, steel pile foundations, concrete retaining walls, jacking bridge superstructure, temporary excavation & support and other miscellaneous construction all contained within an overall project length of 2.742 miles (14,475 linear feet) as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 182,862.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 97,951.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 17,042.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 575.000 04 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 5,799.000 01** n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 10,138.000 01 n c1 Foreign Borrow Excavation 4205-0264 Cubic Yard 23,811.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 Slope Widening 4205-0281 Cubic Yard 2,715.000 01 n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 Slope Widening 4208-0001 Hour 3.000 01 n Yes c Proj Special Rolling Embankment Foundations And Subgrades 0212-0001 Linear Foot 27,422.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 32,539.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 80,478.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 5,000.000 $1.00 $5,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 102.000 01 n k1 Flowable Backfill, Type c 0311-0408 Square Yard 68,773.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 37.5 Mm Mix, 8" Depth 0311-0420 Square Yard 10,641.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0422 Square Yard 68,960.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0525 Square Yard 15,145.000 20 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0350-0106 Square Yard 27,285.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0110 Square Yard 75,048.000 01 n c, e Subbase 10" Depth (No. 2a) 0350-0120 Cubic Yard 91.000 01 n c, e Subbase (No. 2a) 0411-0581 Square Yard 13,094.000 20 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 0411-0652 Square Yard 42,338.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 10 To < 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0411-2692 Ton 143.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0411-6460 Square Yard 10,641.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0411-6550 Square Yard 13,094.000 20 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 0411-6650 Square Yard 30,901.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-8850 Square Yard 37,872.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, >/= 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0419-1320 Square Yard 37,872.000 01 n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 12.5 Mm Mix, 2" Depth, Srl-e 0450-1411 Ton 10.000 01 n f1 Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, Srl-e 0460-0001 Square Yard 208,772.000 01 n f4 Bituminous Tack Coat 0489-1101 Square Yard 10,641.000 01 n f Ultra-Thin Bonded Wearing Course, Gradation Type b, Pg 64-22, Srl-h 0491-0013 Square Yard 8,878.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0601-0311 Linear Foot 315.000 01 n h 12" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-0400 Linear Foot 4.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill 0601-0760 Linear Foot 314.000 01 n h 12" Ductile Iron Pipe 0601-7014 Linear Foot 226.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-7014 Linear Foot 1,039.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-1724 Linear Foot 1,039.000 01 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7017 Linear Foot 100.000 01 n h 18" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life e 0601-7017 Linear Foot 63.000 01 n h 18" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life o 0601-1724 Linear Foot 63.000 01 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7027 Linear Foot 10.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life e 0601-7027 Linear Foot 250.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life o 0601-1725 Linear Foot 250.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life e 0601-7027 Linear Foot 20.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-1725 Linear Foot 20.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life a 0616-0035 Each 1.000 01 n h Steel End Section, Metallic Coated, 12 Gage For 24" Pipe e 0601-7029 Linear Foot 312.000 01 n h 24" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life o 0601-1725 Linear Foot 312.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7031 Linear Foot 64.000 01 n h 24" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life 0601-7043 Linear Foot 48.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-7043 Linear Foot 162.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-1727 Linear Foot 162.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-9003 Linear Foot 40.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-9005 Linear Foot 8.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-9037 Linear Foot 47.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-9363 Linear Foot 2,068.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1663 Linear Foot 2,068.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0353 Linear Foot 2,068.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-9363 Linear Foot 187.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-1663 Linear Foot 187.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0009 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-0353 Linear Foot 187.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 3.000 01 n h Thermoplastic End Section For 18" Pipe e 0601-9363 Linear Foot 444.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1663 Linear Foot 444.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0400 Linear Foot 444.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-9365 Linear Foot 754.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1665 Linear Foot 754.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0355 Linear Foot 754.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-9365 Linear Foot 122.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0011 Each 4.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe o 0601-1665 Linear Foot 122.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0011 Each 4.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe o 0601-0355 Linear Foot 122.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1254 Each 4.000 01 n h Thermoplastic End Section For 24" Pipe e 0601-9365 Linear Foot 225.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1665 Linear Foot 225.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0402 Linear Foot 225.000 01 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-9365 Linear Foot 137.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1665 Linear Foot 137.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-9065 Linear Foot 137.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage e 0601-9367 Linear Foot 28.000 01 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1667 Linear Foot 28.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0357 Linear Foot 28.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-9367 Linear Foot 149.000 01 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0013 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe o 0601-1667 Linear Foot 149.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0013 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe o 0601-0357 Linear Foot 149.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1256 Each 2.000 01 n h Thermoplastic End Section For 30" Pipe e 0601-9367 Linear Foot 28.000 01 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1667 Linear Foot 28.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0404 Linear Foot 28.000 01 n h 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-9370 Linear Foot 190.000 01 n h 42" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1670 Linear Foot 190.000 01 n h 42" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0360 Linear Foot 190.000 01 n h 42" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-9371 Linear Foot 236.000 01 n h 48" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-1671 Linear Foot 236.000 01 n h 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0408 Linear Foot 236.000 01 n h 48" Thermoplastic Pipe, Group Vi, 15`-2` Fill 0605-2401 Set 3.000 01 n k Manhole Frame And Cover 0605-2620 Each 15.000 01 n k Type d-w Endwall 0605-2710 Set 6.000 01 n k Type c Concrete Top Unit And Grate 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 63.000 01 n k Type m Concrete Top Unit And Grate 0605-2750 Set 1.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 54.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 5.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2852 Each 2.000 01 n k Standard Inlet Box, Height > 20` And < /= 30` 0605-2854 Each 3.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 6.000 01 n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2856 Each 1.000 01 n k Type 4 Inlet Box, Height > 20` And < /= 30` 0605-2858 Each 1.000 01 n k Type 5 Inlet Box, Height < /= 10` 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3010 Each 4.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3011 Each 4.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3013 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >20` And < /= 30` 0605-3021 Each 5.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022 Each 4.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0605-3023 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >20` And < /= 30` 0608-0001 Lump Sum 1.000 19 n x Mobilization 0609-0003 Lump Sum 1.000 17 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 17 n x Std Equipment Package 0610-7002 Linear Foot 28,147.000 01** n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 15.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0612-0001 Linear Foot 256.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 620.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 19.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 19.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 11.000 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 0620-0402 Each 8.000 01 n j Terminal Section, Bridge Connection 0620-0500 Linear Foot 25.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 3,095.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 16,413.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,200.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 150.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 10.000 01 n j Type 31-Strong Post Anchor Terminal 0623-0001 Linear Foot 24.000 01 n j1 Concrete Median Barrier 0623-0052 Linear Foot 2,186.000 01 n j1 Single Face Concrete Barrier 0623-0123 Each 1.000 01 n j1 Transition, Concrete Median Barrier, 32" Height, 24" To 30 1/4" Width 0623-0275 Linear Foot 730.000 01 n j1 Removal Of Existing Concrete Median Barrier 0624-0250 Linear Foot 6,980.000 01 n j2 Right-Of-Way Fence, Type 5 0624-0275 Linear Foot 2,788.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0304 Each 8.000 01 n j2 End Posts For Type 5 Right-Of-Way Fence 0624-0404 Each 41.000 01 n j2 Corner Posts For Type 5 Right-Of-Way Fence 0624-0504 Each 24.000 01 n j2 Pull Posts For Type 5 Right-Of-Way Fence 0624-0780 Each 4.000 01 n j2 Vehicular Gate For Type 5 Right-Of-Way Fence, 15-Foot Opening 0627-3020 Linear Foot 13,481.000 20 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0627-3092 Linear Foot 3,974.000 20 n j1 Temporary Barrier, Concrete Glare Screen, Plate, f-Shape (Penndot) 0628-3020 Linear Foot 25,911.000 20 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0003 Linear Foot 1,226.000 20 n j1 Temporary Concrete Glare Screen Median Barrier, Structure Mounted 0660-0023 Linear Foot 30,831.000 01 n f3 Milled Shoulder Rumble Strips 0680-0121 Square Yard 75.000 04 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 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0639 Each 10.000 20 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 22.000 20 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 646.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 6,839.000 01** n c1, h No. 57 Coarse Aggregate 0804-0003 Pound 837.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0005 Pound 3,065.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0014 Pound 722.000 01 n m3 Seeding - Formula e 0805-0021 Ton 24.000 01 n m3 Mulching - Hay 0806-0110 Square Yard 58,757.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0111 Square Yard 2,435.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0112 Square Yard 11,837.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0140 Square Yard 1,971.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0806-0141 Square Yard 545.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 0806-0142 Square Yard 423.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5c 0808-3071 Each 20.000 01 n m Red Maple - (1" Cal. b.r) 0808-3073 Each 89.000 01 n m Red Maple - (2" Cal. b&b) 0808-3121 Each 77.000 01 n m Paper Birch - (2" Cal. b&b) 0808-3230 Each 81.000 01 n m Black Gum - (6` Ht. b&b) 0808-3270 Each 20.000 01 n m American Sycamore - (1" Cal. b.r.) 0808-3303 Each 88.000 01 n m Red Oak - (2" Cal. b&b) 0808-3320 Each 20.000 01 n m Swamp White Oak - (1" Cal. b.r.) 0808-3460 Each 71.000 01 n m American Redbud - (4` Ht. b&b Multi-Stemmed) 0808-3480 Each 72.000 01 n m White Flowering Dogwood -(5` Ht. b&b Multi- Stemmed) 0808-3803 Each 121.000 01 n m White Spruce - (6` Ht. b&b) 0808-3843 Each 123.000 01 n m White Pine - (6` Ht. b&b) 0808-3960 Each 330.000 01 n m Red Chokeberry - (18" Ht. b.r. Or Container) 0808-4070 Each 320.000 01 n m Summersweet - (18" Ht. b.r.) 0808-4090 Each 290.000 01 n m Silky Dogwood - (18" Ht. b.r.) 0808-4091 Each 57.000 01 n m Silky Dogwood - (2` Ht. b.r.) 0808-4200 Each 285.000 01 n m Winterberry - (2` Ht. b.r.) 0808-4495 Each 72.000 01 n m Common Witch Hazel - (2` Ht. b & b) 0808-7112 Each 57.000 01 n m Elderberry (24" Ht. b.r. Or Container) 0808-7123 Each 57.000 01 n m Common Buttonbush (24" Ht. b.r. Or Container) 0808-7164 Each 97.000 01 n m Blue Flag Iris (Peat Pot) 0808-7170 Each 97.000 01 n m Soft Rush (Plug) 0808-7221 Each 97.000 01 n m Woolgrass (Plug) 0811-0003 Linear Foot 6,760.000 01 n j2, m Temporary Protective Fence 0850-0031 Cubic Yard 1,799.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 1,409.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 44.000 01 n c1 Rock, Class r-5 0850-0034 Cubic Yard 715.000 01 n c1 Rock, Class r-6 0850-0036 Cubic Yard 1,065.000 01 n c1 Rock, Class r-8 0854-0002 Each 2.000 01 n h Temporary Slope Pipe 0855-0003 Each 5.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 5.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 26.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 6.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 67.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 270.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 10,212.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 4,960.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 4,944.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0868-0106 Square Yard 7,456.000 01 n m2 Compost Blanket - Seeded With Formula n 0873-0001 Linear Foot 63.000 01 n c1, h Temporary Baffle Wall 0875-0001 Each 4.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0102 Each 2.000 20 n q Shadow Vehicle 0901-0120 Each 2.000 20 n q Speed Display Sign 0901-0203 Each 3.000 20 n q Arrow Panel 0901-0231 Day 500.000 20 n q Additional Warning Lights, Type b 0901-0232 Day 500.000 20 n q Additional Warning Lights, Type c 0901-0240 Square Foot 1,000.000 20 n q, r Additional Traffic Control Signs 0901-0321 Linear Foot 10,887.000 20 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 9,993.000 20 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 6.000 20 n q Full-Matrix Changeable Message Sign With Telecommunications 0910-0001 Each 2.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0156 Each 1.000 01 n p8 Pole Foundation, Type Fc Modified 0910-2004 Each 3.000 20 n p8 8-Foot Bracket Arm 0910-2008 Each 2.000 20 n p8 10-Foot Bracket Arm 0910-2012 Each 1.000 20 n p8 15-Foot Bracket Arm 0910-2828 Each 6.000 20 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4066 Linear Foot 6,850.000 20 n p8 Awg 8 Above Ground Cable, Copper, 1 Conductor 0910-4113 Linear Foot 300.000 01 n p8 Awg 2 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 80.000 01 n c1, p8 2" Direct Burial Conduit 4910-7020 Each 1.000 20 n Yes p8 Proj Complete Power Supply System Temporary Lighting 0910-7210 Lump Sum 1.000 20 n p8 Testing Of Entire Lighting System 0930-0004 Square Foot 1,782.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 12,880.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 16.000 01 n r Breakaway System 0931-0001 Square Foot 398.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 537.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 106.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 3,408.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0937-0104 Each 85.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 134.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 85.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 134.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0117 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0121 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/r) 0937-0122 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0937-0197 Each 49.000 01 n j1, r Barrier Mounted Delineator, Top Mount Type r, (y/b) 0937-0198 Each 47.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (w/b) 0937-0200 Each 928.000 20 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/b) 0937-0201 Each 426.000 20 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0207 Each 12.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/b) 0937-0208 Each 40.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/b) 0937-0213 Each 1,223.000 20 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/b) 0937-0303 Each 15.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Red Post With White Sheeting 0937-0304 Each 11.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Red Post With Yellow Sheeting 0937-0320 Each 49.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0321 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0937-0331 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0335 Each 6.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0940-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type a 0954-0151 Linear Foot 80.000 01 n c1, p8 Trench And Backfill, Type i 0963-0001 Square Foot 1,015.000 20 n o2, o3 Pavement Marking Removal 0963-0006 Linear Foot 112,089.000 20 n o2, o3 6" Pavement Marking Removal 0963-0008 Linear Foot 1,196.000 20 n o2, o3 8" Pavement Marking Removal 0963-0010 Each 3.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 2,989.000 01 n o 4" White Epoxy Pavement Markings 4964-0001 Linear Foot 19,931.000 01 n Yes o Proj 4" White Epoxy Pavement Markings (Recessed) 0964-0002 Linear Foot 2,989.000 01 n o 4" Yellow Epoxy Pavement Markings 4964-0002 Linear Foot 20,867.000 01 n Yes o Proj 4" Yellow Epoxy Pavement Markings (Recessed) 0964-0005 Linear Foot 67,173.000 20 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 46,185.000 20 n o 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 445.000 20 n o 8" White Epoxy Pavement Markings 4964-0008 Linear Foot 5,014.000 01 n Yes o Proj 8" White Epoxy Pavement Markings (Recessed) 0964-0021 Linear Foot 1,315.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 506.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0232 Each 6.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Right Lane" , 18`-0" x 5`-6" 0970-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type a 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type c 1001-0001 Cubic Yard 164.000 04 n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 334.000 04 n s2 Class a Cement Concrete 1001-0730 Cubic Yard 589.000 04 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0960 Cubic Yard 195.000 04 n s9 Class Aaap Cement Concrete 1002-0192 Pound 101,421.000 04 n s7 Reinforcement Bars, Epoxy Coated 1002-0193 Pound 100,172.000 05 n s7 Reinforcement Bars, Epoxy Coated 1003-0005 Each 134.000 04 n s2 Dowel Holes, 12" Depth 1006-0229 Linear Foot 72.000 10** n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-0230 Linear Foot 126.000 12** n u1 54" Diameter Drilled Caissons, Shaft Section In Soil 1006-0350 Linear Foot 3.000 14 n u1 54" Diameter Drilled Caissons, Rock Socket 1008-0005 Linear Foot 92.000 04 n t5 Preformed Neoprene Compression Joint Seal, 2 1/2" Movement 1016-0005 Linear Foot 999.000 04 n j2, s4 Barrier Protective Fence, Steel 5018-0001 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge s-9723 5018-0002 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge s-9722 5018-0003 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge s-7957 5018-0050 Lump Sum 1.000 04 n Yes t1 Proj Removal Of Portion Of Existing Bridge , l-110 1019-0040 Square Yard 89.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 1,322.000 04** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1050-0020 Pound 36,979.000 04 n t3 Fabricated Structural Steel 1050-0085 Each 6.000 04 n t5 Laminated Neoprene Bearing Pad 1051-0000 Linear Foot 6.000 04 n t7 Downspouting 1056-0470 Each 2,456.000 04 n t8 Shear Connectors 1056-0556 Each 2.000 04 n t7 Scupper, Type 1 1071-0001 Lump Sum 1.000 04 n v Painting Existing Structural Steel Using Surface Tolerant Coating Systems 1091-0331 Linear Foot 1,632.000 02** n k1 Epoxy Injection Crack Seal 1201-1300 Each 1.000 01 n p1, p2, p4, p5 Its Device Field Enclosure, Pole Mount 1201-3000 Lump Sum 1.000 01 n p1, p2, p3, p4, p5 Its Device Testing, Complete 1204-0300 Each 1.000 01 n p4 Radio Communications Antenna 1210-0001 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Subsystem, Pole Mount 1210-4000 Each 1.000 01 n p1 Its Closed Circuit Television, External Encoder 1210-5000 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-6800 Each 1.000 01 n p1 Its Closed Circuit Television, Pole, 70-Foot 1210-7200 Each 1.000 01 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 51-Foot To 70-Foot Pole 1999-9999 Hour 8,000.000 18 n z Std Trainees e 8120-0001 Lump Sum 1.000 02 n Yes t Std Bridge Structure, As Designed, s-37056 a 1002-0001 Pound 1,020,674.000 02 n s7 Reinforcement Bars a 1002-0118 Each 96.000 02 n s7 Mechanical Splice System For No. 11 Reinforcement Bars a 1002-0119 Each 1,912.000 02 n s7 Mechanical Splice System For No. 14 Reinforcement Bars a 1002-0152 Each 2,681.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0153 Each 2,639.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0190 Pound 2,245,660.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-1200 Linear Foot 2,868.000 02 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1267 Each 79.000 02 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 1019-0050 Square Yard 3,424.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure a 1005-1200 Linear Foot 0.000 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1267 Each 0.000 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 1019-0050 Square Yard 0.000 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure a 1005-1200 Linear Foot 0.000 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1267 Each 0.000 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 1019-0050 Square Yard 0.000 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8400-0001 Lump Sum 1.000 02 n s Std Segmental Concrete Bridge Structure a 1005-1200 Linear Foot 0.000 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1267 Each 0.000 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 1019-0050 Square Yard 0.000 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8120-0002 Lump Sum 1.000 03 n Yes t Std Bridge Structure, As Designed, s-37040 a 1002-0180 Pound 45,966.000 03 n s7 Reinforcement Bars a 1002-0191 Pound 441,496.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1019-0050 Square Yard 3,209.000 03 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0002 Lump Sum 1.000 03 n s Std Prestressed Concrete Bridge Structure a 1019-0050 Square Yard 0.000 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8100-0002 Lump Sum 1.000 03 n t Std Steel Bridge Structure a 1019-0050 Square Yard 0.000 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 8610-0006 Lump Sum 1.000 05 n Yes s5 Std Concrete Retaining Wall, As Designed, s-38744 e 8621-0001 Lump Sum 1.000 05 n Yes s5 Std Mechanically Stabilized Retaining Wall, As-Designed, s-38227p o 8610-0002 Lump Sum 1.000 05 n s5 Std Concrete Retaining Wall, s-38227p o 8622-0001 Lump Sum 1.000 05 n s5 Std Precast Modular Retaining Wall, s-38227p e 8621-0002 Lump Sum 1.000 06 n Yes s5 Std Mechanically Stabilized Retaining Wall, As-Designed s-38229p o 8610-0003 Lump Sum 1.000 06 n s5 Std Concrete Retaining Wall, s-38229p o 8622-0002 Lump Sum 1.000 06 n s5 Std Precast Modular Retaining Wall, s-38229p e 8621-0003 Lump Sum 1.000 07 n Yes s5 Std Mechanically Stabilized Retaining Wall, As Designed, s-38230p o 8610-0004 Lump Sum 1.000 07 n s5 Std Concrete Retaining Wall, s-38230p o 8622-0003 Lump Sum 1.000 07 n s5 Std Precast Modular Retaining Wall, s-38230p e 8621-0004 Lump Sum 1.000 08 n Yes s5 Std Mechanically Stabilized Retaining Wall, As-Designed, s-38231p o 8610-0005 Lump Sum 1.000 08 n s5 Std Concrete Retaining Wall, s-38231p o 8622-0004 Lump Sum 1.000 08 n s5 Std Precast Modular Retaining Wall, s-38231p e 8641-0001 Lump Sum 1.000 02 n Yes s5 Std Mechanically Stabilized Wingwall, s-37056p o 8610-0001 Lump Sum 1.000 02 n s5 Std Reinforced Concrete Wingwall, s-37056p o 8642-0001 Lump Sum 1.000 02 n s5 Std Precast Modular Wingwall, s-37056p 9000-0001 Each 1.000 01 n p1, p8 Proj Cctv Electrical Service From Highway Lighting 9000-0002 Lump Sum 1.000 01 n p1, p8 Proj Maintainer Pad 9000-0003 Each 1.000 01 n p1 Proj Wireless Video System 9000-0004 Linear Foot 7,867.000 01 n o Proj 6" Permanent Preformed Patterned Reflective Pavement Marking, White 9000-0005 Each 22.000 01 n r Proj Post Mounted Delineator, (Red) Sign, Type f, High Intensity 9000-0006 Each 3.000 01 n p8 Proj Remove Luminaires From Overhead Sign Structure 9000-0007 Linear Foot 9,872.000 01** n g4 Std Sawcutting 9000-0008 Each 11.000 20 n p8 Proj Wooden Poles 9000-0009 Each 1.000 20 n p8 Proj Reset Arm And Luminaire On Wooden Pole 9000-0010 Lump Sum 1.000 04 n t Proj Bridge Cleaning 9000-0011 Lump Sum 1.000 04 n s2 Proj Jacking Bridge Superstructure, l-110 9000-0012 Each 4.000 04 n s2 Proj Metal Bearings 9000-0013 Each 4.000 04 n t7 Proj Metal Curb Drain 9000-0014 Linear Foot 525.000 04 n s2 Proj Stone Masonry Repointing 9000-0015 Square Foot 75.000 04 n s2 Proj Stone Masonry Wall Repair 9000-0016 Square Foot 119.000 04 n s2 Proj Stone Veneer 9000-0017 Cubic Yard 520.000 02** n s5, t Proj Overexcavation And Backfilling Under Foundations - Bearing On Rock 9000-0018 Cubic Yard 732.000 02** n s5, t Proj Overexcavation And Backfilling Under Foundations - Bearing On Soil 9000-0019 Linear Foot 1,035.000 02** n u1 Proj 48" Diameter Drilled Caissons, Shaft Section 9000-0020 Linear Foot 42.000 02** n u1 Proj 48" Diameter Drilled Caissons, Shaft Section Obstructions 9000-0021 Linear Foot 261.000 03 n u1 Proj 48" Diameter Drilled Caissons, Shaft Section In Rock 9000-0022 Linear Foot 406.000 02** n u1 Proj 42" Diameter Drilled Caissons, Rock Socket 9000-0023 Linear Foot 128.000 02** n u1 Proj Drilled Caisson Hq Concrete Coring 9000-0024 Linear Foot 693.000 03 n t Proj Premium For Temporary Casing Left In Place 9000-0025 Linear Foot 1,061.000 02** n t Proj Test Holes 9000-0026 Each 25.000 02** n u1 Proj Drilled Caisson Cross-Hole Sonic Logging 9000-0027 Lump Sum 1.000 03 n t Proj Exploratory Subsurface Investigation 9000-0028 Each 5.000 03 n t1 Proj Removal Of Existing Piles 9000-0029 Dollar 200,000.000 $1.00 $200,000.00 03 y t Proj Maintenance Of Existing Bridge, s-7957 9000-0030 Dollar 1,000,000.000 $1.00 $1,000,000.00 02 y t Proj Maintenance Of Existing Bridge, s-9722 9000-0031 Dollar 1,000,000.000 $1.00 $1,000,000.00 02 y t Proj Maintenance Of Existing Bridge, s-9723 9000-0032 Dollar 100,000.000 $1.00 $100,000.00 04 y s2 Proj Unforeseen Structure Repairs, l-110 9000-0033 Lump Sum 1.000 01 n b1 Proj Asbestos Material Removal And Disposal 9000-0034 Lump Sum 1.000 01 n v2 Proj Health And Safety Plan 9000-0035 Lump Sum 1.000 01 n v2 Proj Waste Management Plan 9000-0036 Lump Sum 1.000 01 n s5 Proj Construct Moment Slab With Toe Wall 9000-0037 Cubic Yard 5,959.000 01 n c1 Proj Unsuitable Material Overexcavation And Backfill Of Subgrade Areas 9000-0038 Each 4.000 01 n s2 Proj Removable Bollard 9000-0039 Each 1.000 01 n p8 Proj Reset Light Pole 9000-0040 Cubic Yard 4,943.000 01 n c1 Proj Rock Outcrop Undercut Treatment 9000-0041 Lump Sum 1.000 01 n c1 Proj Temporary Railroad Crossing 9000-0042 Dollar 100,000.000 $1.00 $100,000.00 01 y f1, g1 Proj Unforeseen Roadway Repairs 9000-0043 Cubic Yard 112.000 01 n m Proj Trail Surface Aggregate 9000-0044 Cubic Yard 3,330.000 01 n m Proj Amended Soils - Basin 9000-0045 Cubic Yard 19,325.000 01 n m Proj Amended Soils 9000-0046 Cubic Yard 10.000 01 n m2 Proj No. 57 Coarse Aggregate With Compost 9000-0047 Linear Foot 2,058.000 01 n m2 Proj Diversion Sock 9000-0048 Pound 15.000 01 n m3 Proj Obligate Wetland Herbaceous Seed Mix 9000-0049 Each 90.000 01 n m Proj Protective Landscaping Rock Boulder 9000-0050 Pound 585.000 01 n m3 Proj Riparian Herbaceous Seed Mix 9000-0051 Lump Sum 1.000 01 n c1 Proj Temporary Staging Area 9000-0052 Each 1.000 01 n k Proj Temporary Inlet Cap 9000-0053 Lump Sum 1.000 01 n c1 Proj Temporary Causeway And Crane Pad 9000-0054 Lump Sum 1.000 01 n m2 Proj Temporary Dewatering Basin 9000-0055 Cubic Yard 111.000 01 n m2 Proj Temporary Rock, r-8 Pier Protection 9000-0056 Linear Foot 59.000 01 n m2 Proj Temporary Cofferdam Alternates 9000-0057 Each 4.000 01 n m2 Proj Temporary Cofferdam And Pump By-Pass 9000-0058 Lump Sum 1.000 01 n c1 Proj Access Road And Crane Pad 9000-0059 Each 119.000 01 n k Proj Temporary Type m Concrete Top Unit And Grate 9000-0060 Each 12.000 01 n k Proj Temporary Standard Inlet, Height < /=10` 9000-0061 Each 5.000 01 n k Proj Temporary Standard Inlet, Height >10` And < /=20` 9000-0062 Linear Foot 664.000 01 n h Proj Temporary 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v 7`-2.5` Fill 9000-0063 Linear Foot 50.000 01 n h Proj Temporary 24" Corrugated Polyethylene (Pe) Culvert Pipe, Group v 7`-2.5` Fill 9000-0064 Linear Foot 45.000 01 n h Proj Temporary 30" Corrugated Polyethylene (Pe) Culvert Pipe, Group v 7`-2.5` Fill 9000-0065 Lump Sum 1.000 01 n h Proj Temporary Stream Crossing 72" Pipe a 9000-0066 Lump Sum 1.000 01 n h Proj Temporary Stream Crossing 72" Pipe b 9000-0067 Lump Sum 1.000 01 n h Proj Temporary Stream Crossing 60" 9000-0068 Each 5.000 01 n h Proj Temporary Stream Crossing 30" 9000-0069 Lump Sum 1.000 01 n c3 Proj Temporary Wetland Crossing 9000-0070 Lump Sum 1.000 01 n m2 Proj Temporary Compost Sock Trap 1 9000-0071 Lump Sum 1.000 01 n m2 Proj Temporary Compost Sock Trap 2 9000-0072 Square Yard 17,698.000 01 n m Proj Topsoil Restoration 9000-0073 Cubic Yard 34.000 01 n m2 Proj Rock,Class r-3 Choked With Topsoil 9000-0074 Each 4.000 01 n h Proj Slope Pipe Anchor 9000-0075 Each 1.000 01 n q, r Std Aids To Navigation Plan 9000-0076 Each 1.000 01 n h Proj Wetland Mitigation Monitor Well 9000-0077 Each 2.000 01 n p1 Proj Removal Of Existing Its Poles 9000-1001 Lump Sum 1.000 16 n h Proj Installation Of Pawc Waterline Relocation 9000-1002 Each 1.000 16 n h Proj 30 Inch Line Stop 9005-0001 Each 6.000 02 n u Proj Dynamic Pile Load Monitoring 9005-0600 Linear Foot 287.000 02 n u Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling 9005-0610 Linear Foot 29.000 02 n u Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling 9005-0620 Dollar 40,000.000 $1.00 $40,000.00 02 y u Std Pile Extraction And Redriving 9005-0700 Dollar 40,000.000 $1.00 $40,000.00 02 y u Std Mobilization For Predrilling For Unforeseen Obstructions 9006-0001 Linear Foot 7,107.000 02 n u Proj Micropiles, s-37056 9006-0002 Each 2.000 02 n u Proj Micropiles Static Verification Load Test, s-37056 9006-0003 Each 6.000 02 n u Proj Micropiles Static Proof Load Test, s-37056 9006-0004 Linear Foot 3,751.000 09 n u Proj Micropiles, s-38744 9006-0005 Each 2.000 09 n u Proj Micropiles Static Verification Load Test, s-38744 9006-0006 Each 3.000 09 n u Proj Micropiles Static Proof Load Test, s-38744 9006-0007 Cubic Yard 30.000 02** n u Proj Micropiles Grout 9073-0001 Lump Sum 1.000 04 n v2 Std Disposal Of Bridge Waste, l-110 9075-0001 Lump Sum 1.000 04 n v2 Std Containment, l-110 9077-0001 Lump Sum 1.000 04 n v2 Std Worker Health And Safety, l-110 9203-0101 Lump Sum 1.000 02 n s5 Std Temporary Excavation Support And Protection System, s-37056 9203-0102 Lump Sum 1.000 03 n s5 Std Temporary Excavation Support And Protection System, s-37040 9203-0103 Lump Sum 1.000 05 n s5 Std Temporary Excavation Support And Protection System, s-38227p 9203-0104 Lump Sum 1.000 07 n s5 Std Temporary Excavation Support And Protection System, s-38230p 9203-0105 Lump Sum 1.000 09 n s5 Std Temporary Excavation Support And Protection System, s-38744 9203-0106 Lump Sum 1.000 01 n s5 Std Temporary Excavation Support And Protection System, Ramp b 9937-0003 Each 641.000 01 n o2 Proj Linear Delineation Reflective Panel, Fluorescent White, 4" 9937-0004 Each 669.000 01 n o2 Proj Linear Delineation Reflective Panel, Fluorescent Yellow, 4" 9948-0670 Lump Sum 1.000 10 n r1 Proj Steel Sign Structure - Monopipe, s-38405 9948-0671 Lump Sum 1.000 11 n r1 Proj Steel Sign Structure - Monopipe, s-38406 9948-0672 Lump Sum 1.000 12 n r1 Proj Steel Sign Structure - Monopipe, s-38407 9948-0673 Lump Sum 1.000 13 n r1 Proj Steel Sign Structure - Monopipe, s-38408 9948-0674 Lump Sum 1.000 14 n r1 Proj Steel Sign Structure - Monopipe, s-38409 9948-0675 Lump Sum 1.000 15 n r1 Proj Steel Sign Structure - Monopipe, s-38410

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, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Guideways/Railways, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.