PA 26/I-80 Interchange

The description and location of the project is as follows: This project is for a new local access connection of SR 0026 to SR 0080 in CENTRE COUNTY, MARION TOWNSHIP, Commonwealth of Pennsylvania STATE ROUTE 0080, SECTION A18 at the locations as follows: STATE ROUTE 0080 from Segment 1614 Offset 1613 to Segment 1650 Offset 2347. STATE ROUTE 0080 from Segment 1615 Offset 1413 to Segment 1651 Offset 2047. STATE ROUTE 0026 from Segment 0510 Offset 0623 to Segment 0520 Offset 2094. STATE ROUTE 6126 from Segment 0512 Offset 0000 to Segment 0512 Offset 2920. Construction also includes routes : SR 8012 and Township Routes. Construction includes new and rebuilt roadway and ramps involving base, binder, and wearing courses, construction of a new structure of SR 0026 over SR 0080, drainage system improvements, ITS devices, guide rail, pavement markings, and miscellaneous construction as indicated on the approved drawings for a total construction length of approximately 18950 feet (3.59 miles). 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing With Tree Cutting Restrictions 0203-0001 Cubic Yard 724,684.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 20,868.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 22,146.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 15,676.000 01 n Yes c1 Proj Selected Borrow Excavation Rock 0205-0264 Cubic Yard 26,320.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 20,799.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0206-0010 Ton 23,437.000 01 n c1 Select Granular Material (2rc) 0208-0001 Hour 100.000 01 n c Special Rolling 0212-0001 Linear Foot 50,482.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 7,572.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 84,262.000 07 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 10,000.000 $1.00 $10,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 272.000 01 n k1 Flowable Backfill, Type c 0311-0320 Square Yard 1,104.000 07 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0423 Square Yard 15,139.000 04 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0428 Square Yard 24,900.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0311-0434 Square Yard 20,830.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0311-0436 Square Yard 1,650.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12 " Depth 0311-0437 Ton 150.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0311-0513 Square Yard 32,988.000 04 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 37.5 Mm Mix, 11 " Depth 0316-0436 Square Yard 37.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12" Depth 0316-0636 Square Yard 576.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 12" Depth 0350-0104 Square Yard 1,104.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 34,648.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0112 Square Yard 173,292.000 01 n c, e Subbase 12" Depth (No. 2a) 0404-0010 Dollar 50,000.000 $1.00 $50,000.00 01 y x Bituminous Pavement Ride Quality Incentive, Schedule a 0411-0385 Square Yard 16,243.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0582 Square Yard 96,512.000 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-h 0411-1592 Ton 715.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-4683 Square Yard 46,640.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-6550 Square Yard 24,900.000 01 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 0411-7570 Ton 701.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0411-8560 Square Yard 46,640.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 3" Depth 0411-8860 Square Yard 113,679.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, >/= 30 Million Esals, 19.0 Mm Mix, 3" Depth 0419-1326 Square Yard 99,831.000 01 n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0419-1327 Square Yard 13,848.000 01 n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0460-0001 Square Yard 570,231.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 34,840.000 04 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 3,079.000 04 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-0333 Linear Foot 1,342.000 01 n h 18" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill o 0601-1663 Linear Foot 1,342.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-7313 Linear Foot 1,342.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0353 Linear Foot 553.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 553.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0353 Linear Foot 1,018.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 9.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 1,018.000 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 e 0601-0355 Linear Foot 1,112.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-1665 Linear Foot 1,112.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-7328 Linear Foot 1,112.000 01 n h 24" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0601-0357 Linear Foot 661.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-1667 Linear Foot 661.000 01 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-7340 Linear Foot 661.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-0357 Linear Foot 277.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1256 Each 5.000 01 n h Thermoplastic End Section For 30" Pipe o 0601-7340 Linear Foot 277.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1206 Each 5.000 01 n h Concrete End Sections For 30" Pipe e 0601-0359 Linear Foot 30.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7354 Linear Foot 30.000 01 n h 36" Reinforced Concrete Pipe, Type b, 10` - 3` Fill e 0601-0359 Linear Foot 325.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-1669 Linear Foot 325.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-7354 Linear Foot 325.000 01 n h 36" Reinforced Concrete Pipe, Type b, 10` - 3` Fill e 0601-0359 Linear Foot 21.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1258 Each 1.000 01 n h Thermoplastic End Section For 36" Pipe o 0601-7354 Linear Foot 21.000 01 n h 36" Reinforced Concrete Pipe, Type b, 10` - 3` Fill a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe e 4601-0555 Linear Foot 364.000 01 n Yes h Proj 48" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Jacked In Existing Box o 4601-0779 Linear Foot 364.000 01 n Yes h Proj 48" Ductile Iron Pipe, 100 Year Design Life Jacked In Existing Box e 0601-2823 Linear Foot 270.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9363 Linear Foot 270.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-2823 Linear Foot 58.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0602 Each 1.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe o 0601-9363 Linear Foot 58.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0018 Each 1.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-2865 Linear Foot 272.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage a 0616-0604 Each 2.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe o 0601-9715 Linear Foot 272.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 12 Gage a 0616-0035 Each 2.000 01 n h Steel End Section, Metallic Coated, 12 Gage For 24" Pipe 0601-5430 Cubic Yard 36.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 481.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 250.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" e 0601-7016 Linear Foot 2,449.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life o 0601-0773 Linear Foot 2,449.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7029 Linear Foot 204.000 01 n h 24" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life a 0616-1204 Each 7.000 01 n h Concrete End Sections For 24" Pipe o 0601-1725 Linear Foot 204.000 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 7.000 01 n h Steel End Section, Metallic Coated, 12 Gage For 24" Pipe e 0601-7029 Linear Foot 344.000 01 n h 24" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life o 0601-1725 Linear Foot 344.000 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 0601-7044 Linear Foot 171.000 01 n h 30" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life a 0616-1206 Each 2.000 01 n h Concrete End Sections For 30" Pipe o 0601-1727 Linear Foot 171.000 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 a 0616-0037 Each 2.000 01 n h Steel End Section, Metallic Coated, 12 Gage For 30" Pipe e 0601-7059 Linear Foot 168.000 01 n h 36" Reinforced Concrete Pipe, Type a, 20` - 2` Fill, 100 Year Design Life o 0601-1729 Linear Foot 168.000 01 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7067 Linear Foot 32.000 01 n h 42" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life 0601-7080 Linear Foot 16.000 01 n h 54" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, 100 Year Design Life e 0601-7313 Linear Foot 9,962.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9003 Linear Foot 9,962.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0353 Linear Foot 9,962.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7319 Linear Foot 2,559.000 01 n h 21" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-9064 Linear Foot 2,559.000 01 n h 21" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage o 0601-0354 Linear Foot 2,559.000 01 n h 21" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7326 Linear Foot 2,012.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-9065 Linear Foot 2,012.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage o 0601-0355 Linear Foot 2,012.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0604-7313 Linear Foot 293.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-0353 Linear Foot 293.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-1463 Linear Foot 293.000 01 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7326 Linear Foot 204.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10` - 2` Fill o 0604-0355 Linear Foot 204.000 01 n h 24" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-1465 Linear Foot 204.000 01 n h 24" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage 0605-2401 Set 6.000 01 n k Manhole Frame And Cover 0605-2600 Each 6.000 01 n k Type d Endwall 4605-2620 Each 11.000 01 n Yes k Proj Type d-w Endwall Includes Apron 0605-2630 Each 3.000 01 n k Type e-s Endwall 0605-2700 Each 1.000 01 n k Inlet Grate 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 125.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 18.000 01 n k Type s Concrete Top Unit And Grate 0605-2741 Set 4.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2760 Set 3.000 01 n k Type d-h Level Concrete Top Unit And Grates 0605-2761 Set 1.000 01 n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 107.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 42.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2882 Each 4.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3011 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3021 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0606-0060 Set 4.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 1 Riser 0607-0013 Vertical Foot 3.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0002 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0609-0011 Lump Sum 1.000 05 n x Field Laboratory 0610-0002 Linear Foot 100.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7001 Linear Foot 4,526.000 01 n h2 4" Pavement Base Drain 0610-7002 Linear Foot 44,903.000 01 n h2 6" Pavement Base Drain 4610-7003 Linear Foot 2,510.000 01 n Yes h2 Proj 8" Pavement Base Drain For Bmp 0610-7400 Cubic Yard 166.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 1,592.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 120.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 24.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 17.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 41.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0022 Each 1.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0459 Each 36.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 21.000 01** n j Terminal Section, Single 0620-0402 Each 4.000 04 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 30,937.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 20,625.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 19.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 5.000 01 n j Type 31-Strong Post In-Line Anchor 0624-0001 Linear Foot 604.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0100 Linear Foot 7,470.000 01 n j2 Right-Of-Way Fence, Type 2 0624-0300 Each 2.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0301 Each 2.000 01 n j2 End Posts For Type 2 Right-Of-Way Fence 0624-0400 Each 10.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0401 Each 22.000 01 n j2 Corner Posts For Type 2 Right-Of-Way Fence 0624-0500 Each 1.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0501 Each 39.000 01 n j2 Pull Posts For Type 2 Right-Of-Way Fence 0624-0600 Each 49.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0601 Each 395.000 01 n j2 Line Posts For Type 2 Right-Of-Way Fence 0624-0722 Each 1.000 01 n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 12-Foot Opening 0627-3020 Linear Foot 4,478.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 4627-3092 Linear Foot 31,044.000 04 n Yes j1 Proj Temporary Barrier, Concrete Glare Screen, Plate, f-Shape (Penndot) With Drainage Slots 0628-3020 Linear Foot 1,674.000 04 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 4628-3092 Linear Foot 58,512.000 04 n Yes j1 Proj Reset Temporary Barrier, Concrete Glare Screen, Plate, f-Shape (Penndot) With Drainage Slots 0630-0001 Linear Foot 25.000 01 n k Plain Cement Concrete Curb 0660-0025 Linear Foot 71,537.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0677-0001 Cubic Yard 3,866.000 01** n c1, e Selected Material Surfacing 0678-0110 Linear Foot 65.000 01 n j2, r Permanent Barricade 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 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 05 y x Semi-Formal Facilitation 0696-0610 Each 13.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 10.000 04 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0024 Cubic Yard 15.000 01 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 1,468.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 1,949.000 01 n c1, h No. 3 Coarse Aggregate 0703-0027 Cubic Yard 38.000 01 n c1, h No. 7 Coarse Aggregate 0802-0001 Cubic Yard 25,691.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 34,577.000 01 n c1, m Placing Stockpiled Topsoil 0804-0011 Pound 981.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 28,667.000 07 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 7,169.000 01 n m3 Seeding - Formula e 0804-0021 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula w 0804-0051 Acre 76.000 01 n Zz Mowing 0805-0021 Ton 305.000 01 n m3 Mulching - Hay 0805-0022 Ton 78.000 01 n m3 Mulching - Straw 0806-0112 Square Yard 48,999.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 137,584.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 31,461.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-3845 Each 39.000 01 n m White Pine - (8` Ht. b&b) 4808-6000 1000 Gallons 111.000 01 n Yes m Proj Watering - Including Grass Cover 0811-0003 Linear Foot 3,884.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 19.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 901.000 01 n c1 Rock, Class r-4 0850-0023 Square Yard 879.000 01 n c1 Rock, Class r-5 0850-0024 Square Yard 117.000 01 n c1 Rock, Class r-6 0850-0031 Cubic Yard 34.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 300.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 1,097.000 01 n c1 Rock, Class r-5 0851-0001 Each 1.000 01 n c1 Rock Energy Dissipator 0851-0003 Square Yard 314.000 01 n c1 Rock Apron 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 68.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 13.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0010 Each 85.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0860-0011 Each 11.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0861-0001 Cubic Yard 2,391.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 32,304.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 6,851.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 1,226.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 733.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0871-0001 Each 3.000 01 n c1, h Concrete Anti-Seep Collar 0874-0001 Each 3.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 3.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 04 n q Speed Display Sign 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 330,720.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 332,659.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 14,583.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 6.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 4910-0002 Each 10.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-2 With Name Plate 4910-0004 Each 30.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-11 With Name Plate 0910-4113 Linear Foot 2,340.000 01 n p8 Awg 2 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 1,450.000 01 n c1, p8 2" Direct Burial Conduit 4910-5400 Linear Foot 585.000 01 n Yes c1, p8 Proj Conduit Sleeve 6" Steel 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0930-0004 Square Foot 1,771.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 12,907.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 32.000 01 n r Breakaway System 0931-0001 Square Foot 136.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 256.000 01 n r Post Mounted Signs, Type c 0933-0001 Square Foot 7.000 01 n r Post Mounted Signs, Type d 0934-0002 Square Foot 190.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 375.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 111.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 140.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0118 Each 21.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0205 Each 14.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 0937-0301 Each 18.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0320 Each 430.000 04 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0330 Each 175.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 4937-0330 Each 39.000 01 n Yes r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting Penndot Communications Marker 0937-0331 Each 21.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 4937-0331 Each 6.000 01 n Yes r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting Penndot Electric Marker 0937-0333 Each 35.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0335 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0937-0339 Each 97.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 95.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 4954-0151 Linear Foot 15,710.000 01 n Yes c1, p8 Proj Trench And Backfill, Type i With Specific Marking Tape 0963-0001 Square Foot 228,517.000 04 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 56,211.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 55,874.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 9,208.000 01 n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 6,706.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 773.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 234.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0222 Each 2.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 11.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0230 Each 4.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23`-0" 0966-0014 Each 8.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 32.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 1001-0020 Cubic Yard 7,548.000 01 n k Class c Cement Concrete 1019-0010 Square Yard 4,822.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 1201-1000 Each 2.000 01 n p1, p2, p4, p5 Its Device Field Enclosure, Ground Mount 1201-1300 Each 1.000 01 n p1, p2, p4, p5 Its Device Field Enclosure, Pole Mount 1201-3100 Lump Sum 1.000 01 n p1, p2, p3, p4, p5 Its Device Testing, Complete, No Factory Demonstration Test 1202-0001 Lump Sum 1.000 01 n p5 Atms Its Device Integration 1204-0100 Linear Foot 660.000 01 n p4 Standard Fiber Optic Cable 1210-0001 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Subsystem, Pole Mount 1210-5000 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-5600 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Lowering Tool, Portable 1210-6400 Each 1.000 01 n p1 Its Closed Circuit Television, Pole, 50-Foot 1210-7100 Each 1.000 01 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 31-Foot To 50-Foot Pole 1220-2000 Each 4.000 01 n p2 Its Highway Advisory Radio, Flashing Beacon Subsystem, 12" Beacon, Solar 5230-4600 Each 1.000 01 n Yes p3 Proj Its Dynamic Message Sign, 18" Text, Front-Access, 30-Deg Existing Dms Replacement With Color Display 1999-9999 Hour 7,000.000 06 n z Std Trainees e 8030-0001 Lump Sum 1.000 02 n Yes s Std Bridge Structure, As Designed, s-38648 a 1002-0053 Pound 491,890.000 02 n s7 Reinforcement Bars, Epoxy Coated a 5005-1000 Linear Foot 690.000 02 n Yes u1 Proj Cast-In-Place Concrete Piles 14" Diameter a 1005-1104 Linear Foot 7,215.000 02 n u Steel Beam Bearing Piles, Hp12x74 a 1005-1108 Linear Foot 580.000 02 n u Steel Beam Bearing Piles, Hp14x117 a 1005-1266 Each 95.000 02 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x74 a 1005-1271 Each 8.000 02 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x117 a 9000-0200 Linear Foot 14,445.000 02 n c6 Proj Exploratory Drilling For Structures a 9000-0203 Each 34.000 02 n u Proj Redriving Of End Bearing Piles a 9000-0206 Hour 40.000 02 n x Proj Additional Pile Load Testing a 9000-7102 Each 14.000 02 n x Std Dynamic Pile Load Testing a 9005-0500 Linear Foot 1,285.000 02 n c6 Std Mandatory Pre-Drilling For Driven Piles o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s Std Steel Bridge Structure 9000-0001 Linear Foot 241,695.000 01 n c1 Proj Vertical Drain 9000-0002 Cubic Yard 13,869.000 01 n c1 Proj Aggregate For Drainage Blanket/Drainage Galleries 9000-0003 Each 39.000 07 n c Proj Type 1 Vibrating Wire Settlement System 9000-0004 Each 39.000 01 n c Proj Type 2 Surface Monument 9000-0005 Each 1,284.000 01 n x Proj Settlement Instrumentation Readings 9000-0006 Each 20.000 01 n c Proj Vibrating Wire Piezometer Installation 9000-0007 Each 34.000 01 n c Proj Settlement Monitoring Point 9000-0008 Each 102.000 01 n x Proj Settlement Monitoring Point Reading 9000-0009 Linear Foot 423.000 01 n c Proj Removing And Grouting Existing Piezometers 9000-0010 Each 6.000 01 n c Proj Type 1 Settlement Platform 9000-0050 Linear Foot 2,030.000 01 n c6 Proj Exploratory Air Track Drilling 9000-0051 Linear Foot 4,059.000 01 n c6 Proj Exploratory Core Boring 9000-0052 Linear Foot 13,371.000 07 n c6 Proj Unsampled Drilling 9000-0053 Lump Sum 1.000 03 n x Proj Mobilization - Air Track Drilling Equipment 9000-0054 Lump Sum 1.000 03 n x Proj Mobilization - Core Boring Equipment 9000-0055 Lump Sum 1.000 03 n x Proj Mobilization - Backhoe Equipment 9000-0056 Linear Foot 19,460.000 01 n c1 Proj Grout Backfill In Soil And Rock 9000-0057 Each 31.000 01 n c1 Proj Grout Basket 9000-0058 Hour 271.000 01 n c1 Proj Backhoe 9000-0059 Hour 1,000.000 01 n Zz Proj Sounding Of Bedrock 9000-0100 Each 24.000 01 n r Std Relocate Mailbox 9000-0101 Linear Foot 31,630.000 01 n g4 Std Sawcutting Of Existing Pavement 9000-0102 Linear Foot 92.000 01 n h Proj 66" Reinforced Concrete Pipe, Type a, 15`-1.5` Fill, 100 Year Design Life 9000-0103 Linear Foot 129.000 01 n Zz Proj Cured In Place Liner For 42" Pipe 9000-0104 Linear Foot 120.000 01 n Zz Proj Cured In Place Liner For 54" Pipe 9000-0106 Each 2.000 01 n f Proj Pavement Transition 9000-0107 Linear Foot 248.000 01 n h Proj Temporary Pipe (12") 9000-0108 Linear Foot 602.000 01 n h Proj Temporary Pipe (18") 9000-0109 Linear Foot 130.000 01 n h Proj Parcel 7 Conduit 9000-0110 Square Yard 139,489.000 01 n e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 37.5 Mm Mix, 15" Depth 9000-0111 Each 7.000 01 n k Proj Temporary Inlet Box 9000-0112 Each 29.000 01 n k Proj Temporary Inlet Cap 9000-0140 Linear Foot 996.000 01 n j2 Proj Temporary Fence - Parcel 2 9000-0141 Linear Foot 878.000 01 n j2 Proj Temporary Fence - Parcel 7 9000-0142 Linear Foot 559.000 01 n j2 Proj Temporary Fence - Parcel 16 9000-0143 Linear Foot 298.000 01 n j2 Proj Temporary Fence - Parcel 27 9000-0144 Each 2.000 01 n k Proj Temporary Precast Concrete Anchor 9000-0300 Linear Foot 597.000 01 n m2 Proj Weighted Sediment Filter Tube, 18" Diameter 9000-0301 Linear Foot 53.000 01 n f Proj Temporary Water Bar 9000-0302 Linear Foot 3,907.000 01 n m2 Proj Temporary Silt Barrier 9000-0303 Each 3.000 01 n c1, h Proj Temporary Cover 9000-0304 Each 1.000 01 n c1, h Proj Temporary Wood Riser Structure Sb-2 9000-0305 Each 5.000 01 n c1, h Proj Sediment Storage Dewatering Facility 9000-0306 Each 29.000 01 n c1 Proj Rock Barrier/Filter 9000-0307 Each 4.000 01 n k Proj Concrete Block/Gravel Inlet Protection For Type d-h Inlet 9000-0400 Cubic Yard 21,187.000 01 n c1, m Proj Soil Amendment Mixture 9000-0401 Cubic Yard 322.000 01 n c1, m Proj Ecology Mix 9000-0402 Pound 264.000 01 n m3 Proj Seeding And Soil Supplements - Penndot Seed Mix 2 9000-0403 Square Yard 8,048.000 01 n c3, h, m2 Proj Geotextile, Class 1 (Non-Woven) 9000-0404 Each 18.000 01 n c1, h Proj Cleanout/Inspection Port 9000-0405 Square Yard 207.000 01 n c1, m Proj Permeable Organic Soil Mix 9000-0500 Each 3.000 01 n p4 Proj Fiber Optic Termination Panel 9000-0501 Each 1.000 01 n p4 Proj Communications Device 9000-0502 Each 1.000 01 n p4 Proj Remote Power Switch 9000-0503 Each 4.000 01 n p4 Proj Cellular Communications System 9000-0504 Linear Foot 15,027.000 01 n p4 Proj 4" Multiduct Communications Conduit With Tracer Wire 9000-0505 Linear Foot 15,742.000 01 n p4 Proj Standard Fiber Optic Cable, 24 Strand 9000-0506 Linear Foot 15,742.000 01 n p4 Proj Standard Fiber Optic Cable, 96 Strand 9000-0507 Dollar 50,000.000 $1.00 $50,000.00 01 y x Proj Telecommunications Utility Coordination 9000-0508 Lump Sum 1.000 01 n p4 Proj System Support Equipment 9000-0509 Linear Foot 780.000 01 n p8 Proj Communications Cable 9000-0600 Dollar 1,000.000 $1.00 $1,000.00 01 y q Proj Incident Management 9000-0601 Linear Foot 5,945.000 04 n j Proj Relap 2-s Guide Rail 9000-0602 Linear Foot 4,702.000 04 n j Proj Relap 31-s Guide Rail 9000-0700 Linear Foot 9,204.000 01 n o, o1 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-6174 Dollar 450,000.000 $1.00 $450,000.00 01 y x Std Superpave Pwt Incentive 9005-0600 Linear Foot 670.000 $100.00 $67,000.00 02 y c6 Std Pre-Drilling For Unforeseen Obstructions, Earth Drilling 9005-0610 Linear Foot 75.000 $500.00 $37,500.00 02 y c6 Std Pre-Drilling For Unforeseen Obstructions, Obstruction Drilling 9005-0620 Dollar 15,000.000 $1.00 $15,000.00 02 y u Std Pile Extraction And Redriving 9005-0700 Dollar 20,000.000 $1.00 $20,000.00 03 y x Std Mobilization For Pre-Drilling For Unforeseen Obstructions 9212-0101 Square Yard 105,915.000 01 n m2 Proj Geosynthetic Clay Liner

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