I-80 over SR 970 Interchange

The description and location of the project is as follows: For the improvement of a certain section of State Highway in Clearfield County, Bradford Township, Commonwealth of Pennsylvania, State Route 0080, Section B41. This project being situated on State Route 0080 from Segment 1220 Offset 2271 Eastbound and Segment 1221 Offset 2232 Westbound to Segment 1230 Offset 2524 Eastbound and Segment 1231 Offset 2394 Westbound. Also on State Route 0970 from Segment 0022 Offset 2558 to Segment 0042 Offset 0428. For the removal of the existing Three-Span P/S Concrete Spread Box Beam Bridges and construction of their replacements a Single-Span P/S Concrete Bulb-Tee Bridges, also for rehabilitation of the existing Box Culverts. Approach work consists of Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, also Stone Matrix wearing course. Work includes guide rail, piping, inlets, pavement markings, and miscellaneous construction for a construction length of approximately 13244 feet (2.51 miles) as indicated on the approved drawings. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 73,484.000 01** n c Class 1 Excavation e 0203-0001 Cubic Yard 68.000 01 n c Class 1 Excavation a 0205-0381 Ton 237.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 o 9000-0008 Square Yard 620.000 01 n x Proj Wood Mat For Wetland Crossing 0203-0004 Cubic Yard 2,618.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 5,356.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 8.000 04** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 8,485.000 01** n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 14,543.000 01** n c1 Foreign Borrow Excavation 0205-0290 Cubic Yard 8.000 04** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 4205-0363 Ton 540.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 (Limestone) 4205-0364 Ton 7,264.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 (Limestone) 4205-0365 Ton 427.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-5 (Limestone) 0205-0366 Ton 57.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 4205-0368 Ton 244.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-8 (Limestone) 0205-0381 Ton 2,278.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 4205-0381 Ton 1,181.000 01 n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 (Limestone) 0212-0001 Linear Foot 20,993.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 17,478.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 16,598.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 2,000.000 $1.00 $2,000.00 01 y z Temporary Project Air Pollution Control 4220-0030 Cubic Yard 66.000 01 n Yes k1 Proj Flowable Backfill, Type d (Includes Plugging Pipe) e 0303-0001 Square Yard 11,404.000 01 n e Cement Treated Permeable Base Course, 4" Depth o 0360-0001 Square Yard 11,404.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth 0311-0337 Ton 49.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0311-0422 Square Yard 706.000 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 0311-0430 Square Yard 18,559.000 07 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0532 Square Yard 8,155.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 9" Depth 0316-0537 Ton 717.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0316-0637 Ton 1,997.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 13,871.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 8,527.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0110 Square Yard 22,565.000 07 n c, e Subbase 10" Depth (No. 2a) 0350-0112 Square Yard 29,126.000 01 n c, e Subbase 12" Depth (No. 2a) 0350-0121 Ton 8,261.000 01** n c, e Subbase (No. 2a) 0411-0385 Square Yard 126.000 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 0411-0481 Square Yard 16,663.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-0482 Square Yard 18,603.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0581 Square Yard 132.000 60 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 0411-0781 Square Yard 285.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-2495 Ton 381.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2695 Ton 1,244.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0411-6460 Square Yard 11,254.000 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 0411-6760 Square Yard 8,188.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 3" Depth 0411-8760 Square Yard 12,827.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 3" Depth 0419-1326 Square Yard 48,171.000 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 0460-0001 Square Yard 224,638.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 13,555.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 82.000 60 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 32,169.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0030 Square Yard 11,404.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0601-0312 Linear Foot 20.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-0564 Linear Foot 69.000 01 n h 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1258 Each 1.000 01 n h Thermoplastic End Section For 36" Pipe o 0601-7538 Linear Foot 69.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe 0601-5430 Cubic Yard 13.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 15.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7030 Linear Foot 67.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life (Includes Shore/Trench Box) 4601-7044 Linear Foot 215.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life (Includes Shore/Trench Box) 0601-7511 Linear Foot 782.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7511 Linear Foot 3,187.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0560 Linear Foot 3,187.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7511 Linear Foot 63.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 0601-0560 Linear Foot 63.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0601-7517 Linear Foot 174.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7517 Linear Foot 548.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0562 Linear Foot 548.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7517 Linear Foot 106.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-0562 Linear Foot 106.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe 0601-7528 Linear Foot 415.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7528 Linear Foot 247.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0563 Linear Foot 247.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7528 Linear Foot 164.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1206 Each 2.000 01 n h Concrete End Sections For 30" Pipe o 0601-0563 Linear Foot 164.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1256 Each 2.000 01 n h Thermoplastic End Section For 30" Pipe 0601-7538 Linear Foot 6.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2620 Each 7.000 01 n k Type d-w Endwall 0605-2731 Set 49.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2750 Set 3.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2771 Set 2.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 33.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 7.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2852 Each 1.000 01 n k Standard Inlet Box, Height > 20` And < /= 30` 0605-2854 Each 8.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 1.000 01 n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2858 Each 2.000 01 n k Type 5 Inlet Box, Height < /= 10` 0605-2882 Each 3.000 01 n k Type d-h Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0003 Lump Sum 1.000 09 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 09 n x Std Equipment Package 0610-7002 Linear Foot 21,333.000 01** n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 3.000 01** n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 1,988.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 51.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 15.000 01** n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 67.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 4.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 11.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 4.000 07 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) (Includes Removal) 0620-0010 Each 7.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 11.000 01** n j Terminal Section, Single 0620-0402 Each 2.000 01 n j Terminal Section, Bridge Connection 0620-0500 Linear Foot 3,375.000 01** n j Reset Guide Rail 0620-0503 Linear Foot 20,602.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 18,175.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 700.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 200.000 01** n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 38.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 10.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 8.000 01** n j Type 31-Strong Post In-Line Anchor 0623-0052 Linear Foot 455.000 01 n j1 Single Face Concrete Barrier 0623-0112 Each 4.000 01 n j1 Flared End Transition 0623-0275 Linear Foot 354.000 01 n j1 Removal Of Existing Concrete Median Barrier 0624-0001 Linear Foot 468.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0275 Linear Foot 468.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0400 Each 3.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 Each 9.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 44.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0627-3020 Linear Foot 9,976.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 40.000 01 n k Plain Cement Concrete Curb 0660-0025 Linear Foot 25,797.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 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 09 y x Semi-Formal Facilitation 0696-0610 Each 12.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 4,669.000 01 n c1, h No. 1 Coarse Aggregate 4703-0020 Cubic Yard 488.000 01 n Yes c1, h Proj No. 1 Coarse Aggregate (Limestone) 0703-0025 Cubic Yard 479.000 01 n c1, h No. 57 Coarse Aggregate 4703-0025 Cubic Yard 1,148.000 01 n Yes c1, h Proj No. 57 Coarse Aggregate (Limestone) 4802-0001 Cubic Yard 3,334.000 01 n Yes c1, m Std Topsoil Furnished And Placed Visual Acceptance 0804-0006 Pound 32.000 60 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0013 Pound 516.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 523.000 01 n m3 Seeding - Formula e 0804-0020 Pound 3,188.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 66.000 01 n m3 Mulching - Straw 0806-0100 Square Yard 5,938.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1a 0806-0101 Square Yard 1,331.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1b 0806-0102 Square Yard 8,114.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1c 0806-0103 Square Yard 1,825.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0111 Square Yard 2,260.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0112 Square Yard 1,384.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 14,819.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 1,299.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0808-3332 Each 6.000 01 n m Pin Oak - (2" Cal. b&b) 0811-0003 Linear Foot 5,050.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 3,000.000 $1.00 $3,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 6.000 01 n c1 Rock, Class r-3 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 35.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 4.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 4.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 12,441.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 5,753.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 3,971.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 07 n q Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 07 n q Speed Display Sign 0901-0231 Day 200.000 07 n q Additional Warning Lights, Type b 0901-0240 Square Foot 500.000 07 n q, r Additional Traffic Control Signs 0901-0250 Lump Sum 1.000 07 n p8 Proj Temporary Highway Lighting 0901-0251 Lump Sum 1.000 07 n p8 Proj Temporary Highway Lighting 0901-0320 Linear Foot 37,238.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 32,644.000 07 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 44,356.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 62,773.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 1,540.000 07 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 96.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0360 Each 66.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (Two Way y/y) 0901-0361 Each 24.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (Two Way y/r) 0901-0362 Each 164.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (Two Way w/r) 0901-0363 Each 88.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way y/b) 0901-0364 Each 84.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0451 Each 6.000 07 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 314.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 132.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 338.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 88.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 79.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0117 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118 Each 160.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0207 Each 6.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/b) 0937-0208 Each 16.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/b) 0937-0330 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 37.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 Each 6.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0334 Each 23.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0335 Each 134.000 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 0941-0001 Each 33.000 01** n r Reset Post Mounted Signs, Type b 0942-0002 Each 11.000 01** n r Reset Post Mounted Signs, Type c 0944-0003 Each 2.000 01 n r Reset Post Mounted Signs, Type e 0945-0001 Each 37.000 01 n r Reset Post Mounted Signs, Type f 0954-0151 Linear Foot 315.000 82 n c1, p8 Trench And Backfill, Type i 4962-1000 Linear Foot 19,772.000 01 n Yes o Std 4" White Waterborne Pavement Markings (Double Application) 4962-1001 Linear Foot 1,767.000 01 n Yes o Std 6" White Waterborne Pavement Markings (Double Application) 4962-1002 Linear Foot 3,625.000 01 n Yes o Std 8" White Waterborne Pavement Markings (Double Application) 4962-1005 Linear Foot 21,230.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings (Double Application) 0963-0001 Square Foot 18,443.000 07 n o2, o3 Pavement Marking Removal 0964-0021 Linear Foot 320.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 387.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0222 Each 1.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0230 Each 6.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23`-0" 0966-0011 Each 39.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0014 Each 15.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 24.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 57.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 27.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type c 0975-0001 Each 38.000 01 n r Remove Post Mounted Signs, Type f 1001-0010 Cubic Yard 26.000 04** n s2 Class a Cement Concrete 1002-0052 Pound 1,498.000 04** n s7 Reinforcement Bars, Epoxy Coated 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 5018-0070 Lump Sum 1.000 04 n Yes c1, t1 Proj Removal Of Portion Of Existing Culvert (Slabs) 5018-0071 Lump Sum 1.000 05 n Yes c1, t1 Proj Removal Of Portion Of Existing Culvert (Slabs) 1090-0091 Square Foot 1,504.000 04** n s2 Proj Repair Deteriorated Concrete 1091-0331 Linear Foot 466.000 04** n k1 Epoxy Injection Crack Seal 1999-0000 Hour 3,000.000 08 n z Std Trainees For Projects 100% State Funded e 8030-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-38631 a 1002-0053 Pound 68,494.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 149.000 02 n s7 Stainless Steel Reinforcement Bars a 1005-1200 Linear Foot 692.000 02 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1278 Each 14.000 02 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 9000-7102 Each 2.000 02 n x Std Dynamic Pile Load Testing a 9005-0500 Linear Foot 260.000 02 n c6 Proj Mandatory Pre-Drilling For Driven Piles o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure e 8030-0002 Lump Sum 1.000 03 n Yes s1 Std Bridge Structure, As Designed, s-38632 a 1002-0053 Pound 67,904.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 149.000 03 n s7 Stainless Steel Reinforcement Bars a 1005-1200 Linear Foot 661.000 03 n u Steel Beam Bearing Piles, Hp 12x84 a 1005-1278 Each 14.000 03 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x84 a 9000-7103 Each 2.000 03 n x Std Dynamic Pile Load Testing a 9005-0501 Linear Foot 268.000 03 n c6 Proj Mandatory Pre-Drilling For Driven Piles o 8000-0002 Lump Sum 1.000 03 n s1 Std Prestressed Conrete Bridge Structure o 8100-0002 Lump Sum 1.000 03 n s1 Std Steel Bridge Structure 8621-0001 Lump Sum 1.000 02 n Yes s5 Std Mechanically Stabalized Retaining Wall Systems (As Designed), s-38631p 8621-0002 Lump Sum 1.000 03 n Yes s5 Std Mechanically Stabalized Retaining Wall Systems (As Designed), s-38632p 9000-0001 Each 1.000 01 n m2 Proj Temporary Pump Bypass System For Arch Culvert Repairs 9000-0002 Each 1.000 01 n m2 Proj Temporary Pump Bypass System For Box Culvert Repairs 9000-0003 Each 3.000 01 n m2 Proj Temporary Pump Bypass System For New Pipe And Inlet 9000-0004 Each 2.000 01 n k Proj Temporary Inlet Cap 9000-0005 Linear Foot 157.000 01 n h Proj 18" Diameter Temporary Pipe 9000-0006 Linear Foot 151.000 01 n Zz Proj Uv Activated Cured In Place Liner, For Pipes Up To 36" Diameter 9000-0007 Cubic Yard 18.000 02** n c1 Proj Disposal Of Acidic Rock From Excavation 9000-0009 Each 53.000 01 n k, m2 Proj Compost Filter Sock Inlet Protection 9000-0010 Lump Sum 1.000 04 n c1, m2 Std Stockpiling And Placement Of Streambed Material At Box Culvert 9000-0011 Lump Sum 1.000 05 n c1, m2 Std Stockpiling And Placement Of Streambed Material At Arch Culvert 9000-0012 Square Foot 2,327.000 04** n k1, s2, s4 Proj Vitrified Clay-Liner Plates 9000-0013 Lump Sum 1.000 04 n c1, s5 Proj Temporary Culvert Support For Box Culvert 9000-0014 Lump Sum 1.000 05 n c1, s5 Proj Temporary Culvert Support For Arch Culvert 9000-0015 Ton 539.000 01 n c1 Proj Waste Lime 9000-0016 Linear Foot 392.000 60 n h Proj 12" Pvc Water Main; Trenching-Excavated Material Backfill In Non-Paved Areas 9000-0017 Linear Foot 725.000 60 n h Proj 8" Pvc Water Main; Trenching-Excavated Material Backfill In Non-Paved Areas 9000-0018 Linear Foot 239.000 60 n c1, h Proj 8" Pvc Water Main; Trenching-Aggregate Backfill In Paved/Future Paved Areas 9000-0019 Linear Foot 20.000 60 n c1, h Proj 3/4" Copper Service Line; Trenching-Excavated Material Backfill 9000-0020 Linear Foot 88.000 60 n h Proj 3/4" Copper Service Line; Trenchless Installation 9000-0021 Each 2.000 60 n h Proj 8" Gate Valve; m.j. Ends And Valve Box 9000-0022 Each 1.000 60 n h Proj 3/4" Service Connection Set (Saddle, Corporation Stop, Curb Stop And Box) 9000-0023 Each 7.000 60 n h Proj 12" Bend m.j. Fitting With Joint Restraints 9000-0024 Each 1.000 60 n h Proj 12" Reducer m.j. Fitting With Joint Restraints 9000-0025 Each 3.000 60 n h Proj 12" Coupling m.j. Fitting With Joint Restraints 9000-0026 Each 3.000 60 n h Proj 12" Cap m.j. Fitting 9000-0027 Each 7.000 60 n h Proj 8" Bend m.j. Fitting With Joint Restraints 9000-0028 Each 3.000 60 n h Proj 8" Coupling m.j. Fitting With Joint Restraints 9000-0029 Each 3.000 60 n h Proj 8" Cap m.j. Fitting With Joint Restraints 9000-0030 Cubic Yard 11.000 60 n h Proj Concrete Thrust Block 9000-0031 Linear Foot 1,011.000 01 n h2 Proj 8" Perforated Pipe Underdrain 9000-0032 Linear Foot 875.000 07 n j Proj Relap Previously Installed Guide Rail 9000-0033 Each 5.000 01 n m Proj Silver Maple - (2" Cal. b&b) 9000-0034 Linear Foot 4.000 01 n h Proj 6" Thermoplastic Pipe, Group i, 15` - 1.5` Fill, Shore/Trench Box 9000-0041 Each 1.000 01 n c1, h Proj Pvc Outlet Structure 1 9000-0042 Each 1.000 01 n c1, h Proj Pvc Outlet Structure 2 9000-0043 Each 1.000 01 n c1, h Proj Pvc Outlet Structure 3 9000-0044 Square Yard 10,909.000 01 n e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 13" Depth 9000-0045 Square Yard 12,773.000 01 n e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 13" Depth 9000-0046 Dollar 10,000.000 $1.00 $10,000.00 01 y Zz Proj Petroleum Hydrocarbon Contamination 9000-0047 Linear Foot 1,260.000 82 n h2 Proj 4" Pvc Pipe (Schedule 80) 9000-0048 Each 8.000 01 n r Proj Post Mounted Reflective Panel (Red) 9000-0050 Dollar 3,500.000 $1.00 $3,500.00 01 y Zz Proj Incident Management 9000-0100 Lump Sum 1.000 07 n s1 Proj Temporary Bridge 9000-0364 Ton 812.000 01 n c1 Proj Selected Borrow Excavation Rock, Class r-4, Non-Calcareous Rock 9000-0902 Linear Foot 2,657.000 01 n o2 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-6174 Dollar 114,790.000 $1.00 $114,790.00 01 y x Std Superpave Pwt Incentive 9043-0101 Square Yard 1,478.000 02** n k2 Std Epoxy-Based Surface Treatment For Bridge Decks 9203-0101 Lump Sum 1.000 07 n c1, s5 Std Temporary Excavation Support And Protection System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Culverts, Concrete Culverts, Ponds and Reservoirs.
Division 34 -	Transportation, Guideways/Railways, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.