PA 8: Barkeyville to Franklin

For paving with Warm Mix Superpave Asphalt mix designs, break and seat, concrete patching, rehabilitation of various structures, drainage improvements (including design/construction of multiple pipe culverts), guiderail, signing, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0008, in Venango County, Irwin Township, Sandycreek Township, And Victory Township from approximately 500 feet south of the intersection with Gilmore Rd (SR 3004) at Segment 0090 Offset 1132 to approximately 400 feet north of the intersection with Debence Drive/Polk Cutoff (SR 3024) at Segment 0360 Offset 0423. 0203-0001 Cubic Yard 16,891.000 01 n c Class 1 Excavation 4203-0001 Cubic Yard 33.000 01 n Yes c Proj Class 1 Excavation , Pavement Removal 0204-0001 Cubic Yard 187.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 27,622.000 01 n c1, h Cleaning Existing Ditches 0204-0100 Cubic Yard 515.000 03 n c1, s1, t1 Class 3 Excavation 0205-0001 Cubic Yard 1,938.000 01 n c1 Common Borrow Excavation 4205-0281 Cubic Yard 844.000 01 n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 , Choked With Subbase No.2a 0205-0285 Cubic Yard 52.000 03 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0363 Ton 15.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 401.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0367 Ton 300.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0390 Ton 27,131.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 34,886.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 17,074.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0010 Cubic Yard 22.000 01 n k1 Flowable Backfill, Type b 0311-0422 Square Yard 1,322.000 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 0311-0426 Square Yard 19,446.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0434 Square Yard 2,270.000 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 0316-0437 Ton 1,500.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 630.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix , Transverse Base Repair 0350-0106 Square Yard 3,774.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 17,074.000 01 n c, e Subbase 8" Depth (No. 2a) 4350-0120 Cubic Yard 58.000 01 n Yes c, e Proj Subbase (No. 2a) , Concrete Patching 0350-0121 Ton 122.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 24,424.000 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 0411-0484 Square Yard 3,232.000 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-m 0411-0485 Square Yard 4,011.000 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-l 0411-2495 Ton 15,490.000 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 0411-6450 Square Yard 2,565.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7470 Ton 38,831.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,339,398.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 65,596.000 01 n f4 Bituminous Prime Coat 0467-0002 Linear Foot 34,343.000 01 n f2 Heavy Duty Membranes 12" Width 4469-0001 Linear Foot 188,423.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0470-0321 Square Yard 37,554.000 01 n f4 Bituminous Seal Coat, Using Aashto No. 8 Aggregate, Srl-l 0491-0019 Square Yard 158,312.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0505-0001 Square Yard 670.000 03 n g, g1 Bridge Approach Slab 0512-0001 Linear Foot 34,343.000 01 n g1, g4 Longitudinal Joint Cleaning And Sealing 0515-0001 Linear Foot 28,320.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-2007 Linear Foot 1,436.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 1,064.000 01 n g1, g4 New Pavement Joint 0516-3033 Square Yard 72.000 01 n g1 Accelerated Concrete Pavement Patching, Type a, 9" Depth 0516-3034 Square Yard 176.000 01 n g1 Accelerated Concrete Pavement Patching, Type a, 10" Depth 0516-3043 Square Yard 1,346.000 01 n g1 Accelerated Concrete Pavement Patching, Type b, 9" Depth 0516-3044 Square Yard 1,132.000 01 n g1 Accelerated Concrete Pavement Patching, Type b, 10" Depth 0521-0001 Linear Foot 20,810.000 01 n g4 Transverse Joint Cleaning And Sealing 4601-0352 Linear Foot 26.000 01 n Yes h Std 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation e 4601-0353 Linear Foot 74.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7313 Linear Foot 74.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation o 4601-0763 Linear Foot 74.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation e 4601-0353 Linear Foot 264.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-1252 Each 12.000 01 n h Thermoplastic End Section For 18" Pipe o 4601-7313 Linear Foot 264.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation a 0616-1202 Each 12.000 01 n h Concrete End Sections For 18" Pipe o 4601-0763 Linear Foot 264.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation a 9616-0001 Each 12.000 01 n h Proj End Section For 18" Ductile Iron Pipe e 4601-0353 Linear Foot 80.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-0763 Linear Foot 160.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation o 4601-7313 Linear Foot 160.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation e 4601-0355 Linear Foot 70.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7327 Linear Foot 70.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation o 4601-0765 Linear Foot 70.000 01 n Yes h Std 24" Ductile Iron Pipe Includes Excavation e 4601-0357 Linear Foot 70.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7341 Linear Foot 70.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation o 4601-0766 Linear Foot 70.000 01 n Yes h Std 30" Ductile Iron Pipe Includes Excavation 4601-0359 Linear Foot 12.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation e 4601-0433 Linear Foot 4,499.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-0963 Linear Foot 4,499.000 01 n Yes h Std 18" Ductile Iron Pipe, Shore/Trench Box Includes Excavation o 4601-7710 Linear Foot 4,499.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation o 9000-0018 Linear Foot 4,499.000 01 n h Proj Cured In Place Liner For 18" Pipe e 4601-0435 Linear Foot 2,452.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-7718 Linear Foot 2,452.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation o 4601-0965 Linear Foot 2,452.000 01 n Yes h Std 24" Ductile Iron Pipe, Shore/Trench Box Includes Excavation o 9000-0024 Linear Foot 2,452.000 01 n h Proj Cured In Place Liner For 24" Pipe e 4601-0436 Linear Foot 792.000 01 n Yes h Std 27" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-7722 Linear Foot 792.000 01 n Yes h Std 27" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation o 4601-4426 Linear Foot 792.000 01 n Yes h Std 27" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box Includes Excavation o 9000-0027 Linear Foot 792.000 01 n h Proj Cured In Place Liner For 27" Pipe e 4601-0437 Linear Foot 4,068.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-7727 Linear Foot 4,068.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation o 4601-0966 Linear Foot 4,068.000 01 n Yes h Std 30" Ductile Iron Pipe, Shore/Trench Box Includes Excavation o 9000-0030 Linear Foot 4,068.000 01 n h Proj Cured In Place Liner For 30" Pipe e 4601-0439 Linear Foot 1,702.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-7737 Linear Foot 1,702.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Includes Excavation o 4601-0967 Linear Foot 1,702.000 01 n Yes h Std 36" Ductile Iron Pipe, Shore/Trench Box Includes Excavation o 9000-0036 Linear Foot 1,702.000 01 n h Proj Cured In Place Liner For 36" Pipe e 4601-0440 Linear Foot 1,264.000 01 n Yes h Std 42" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill, Shore/Trench Box Includes Excavation o 4601-7742 Linear Foot 1,264.000 01 n Yes h Std 42" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box Includes Excavation o 4601-0968 Linear Foot 1,264.000 01 n Yes h Std 42" Ductile Iron Pipe, Shore/Trench Box Includes Excavation o 9000-0042 Linear Foot 1,264.000 01 n h Proj Cured In Place Liner For 42" Pipe 4601-5401 Linear Foot 12.000 01 n Yes h Std Relaid Pipe Culvert Includes Excavation 4601-5431 Cubic Yard 40.000 01 n Yes h, k1 Proj Class c Cement Concrete For Miscellaneous Drainage Includes Geotextile 0601-5901 Linear Foot 543.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7014 Linear Foot 144.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation 4601-7043 Linear Foot 4.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation 4601-7058 Linear Foot 4.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life Includes Excavation 4601-7066 Linear Foot 4.000 01 n Yes h Std 42" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation e 4601-7511 Linear Foot 2,086.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation o 4601-0973 Linear Foot 2,086.000 01 n Yes h Std 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation e 4601-7519 Linear Foot 84.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 15` - 7` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation o 4601-0975 Linear Foot 84.000 01 n Yes h Std 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation e 4601-7523 Linear Foot 214.000 01 n Yes h Std 27" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation o 9601-0027 Linear Foot 214.000 01 n h Proj 27" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life, Includes Excavation e 4601-7528 Linear Foot 808.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation o 4601-0976 Linear Foot 808.000 01 n Yes h Std 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation e 4601-7538 Linear Foot 288.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation o 4601-0977 Linear Foot 288.000 01 n Yes h Std 36" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation 4601-9003 Linear Foot 12.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 4601-9005 Linear Foot 8.000 01 n Yes h Std 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 4601-9007 Linear Foot 16.000 01 n Yes h Std 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 0605-1300 Each 5.000 01 n c1, h1 Cleaning Drainage Structures 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2700 Each 4.000 01 n k Inlet Grate 4605-2700 Each 47.000 01 n Yes k Std Inlet Grate Leafless 0605-2710 Set 4.000 01 n k Type c Concrete Top Unit And Grate 4605-2730 Set 24.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 4605-2740 Set 52.000 01 n Yes k Std Type s Concrete Top Unit And Grate Leafless 0605-2850 Each 59.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 21.000 01 n k Type 4 Inlet Box, Height < /= 10` 4605-4001 Each 3.000 01 n Yes k Proj Cap Existing Inlet Modified 4605-4010 Each 71.000 01 n Yes c1, h Std Remove Existing Inlet Custom Modified 4605-4011 Each 12.000 01 n Yes c1, h Std Remove Existing Endwall Custom Modified 0606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 06 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 06 n x Std Equipment Package 0610-7002 Linear Foot 69,670.000 01 n h2 6" Pavement Base Drain 4610-7002 Linear Foot 700.000 01 n Yes h2 Proj 6" Pavement Base Drain Base Repair 0615-0022 Linear Foot 2,960.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 141.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 141.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 8.000 01 n h Concrete End Sections For 18" Pipe 0616-1205 Each 1.000 01 n h Concrete End Sections For 27" Pipe 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0619-0459 Each 77.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 21.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Reset 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 39.000 01 n j Terminal Section, Single 0620-0402 Each 26.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 57,300.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 350.000 01 n j Guide Rail Element 0620-0872 Each 15.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 44.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 49,513.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 4,850.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 588.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 163.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 39.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 32.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 390.000 01 n k Plain Concrete Mountable Curb, Type a 0657-0001 Square Yard 37,554.000 01 n e, f Paved Shoulders, Type 7 4658-0004 Square Yard 248.000 01 n Yes g Proj Concrete Shoulders, Type 2 Uniform 8" Depth 0660-0021 Linear Foot 6,780.000 01 n f3 Milled Centerline Rumble Strips Type 1 0660-0025 Linear Foot 241,900.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0677-0002 Ton 20.000 01 n c1, e Selected Material Surfacing 0686-0060 Lump Sum 1.000 01 n x Proj Construction Surveying, Type d, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0003 Dollar 10,000.000 $1.00 $10,000.00 01 y x Formal Facilitation 0804-0003 Pound 2,854.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0005 Pound 48.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0110 Square Yard 1,598.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 4810-0024 Lump Sum 1.000 01 n Yes m1 Proj Tree Trimming To An Unlimited Height Includes Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 74.000 01 n c1 Rock, Class r-4 0856-0001 Each 74.000 01 n c1 Removal Sediment And Rock Barrier 0860-0000 Each 20.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 52.000 01 n m2 Inlet Filter Bag For Type s Inlet 0865-0001 Linear Foot 400.000 01 n m2 Silt Barrier Fence, 18" Height 0867-0012 Linear Foot 960.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0203 Each 1.000 01 n q Arrow Panel 0901-0231 Day 40.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0930-0004 Square Foot 899.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 2,976.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 12.000 01 n r Breakaway System 0931-0003 Square Foot 936.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0934-0002 Square Foot 271.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 262.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 280.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 36.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0104 Each 437.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0105 Each 41.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0106 Each 482.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0107 Each 366.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0202 Each 33.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 36.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0204 Each 32.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (y/b) 0937-0205 Each 36.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 0937-0330 Each 383.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 22.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 Each 339.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0961-0220 Each 14.000 01 n o2 Cold White Plastic Legend "Straight Arrow", 12`-0" x 1`-8", Inlaid 0961-0222 Each 2.000 01 n o2 Cold White Plastic Legend "Right Arrow", 12`-0" x 3`-0", Inlaid 0961-0224 Each 6.000 01 n o2 Cold White Plastic Legend "Left Arrow", 12`-0" x 3`-0", Inlaid 0961-0309 Linear Foot 129.000 01 n o2 24" Cold White Plastic Pavement Marker, Inlaid 0961-0400 Each 10.000 01 n o2 Cold White Plastic Legend "Wrong Way Arrow", 23`-0", Inlaid 0962-1000 Linear Foot 256,585.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 26,965.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 5,340.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 235,083.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1061 Each 4.000 01 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 4.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0004 Linear Foot 176,211.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 15,958.000 01 n o2, o3 6" Pavement Marking Removal 0963-0010 Each 10.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0021 Linear Foot 2,270.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 4,890.000 01 n o 24" Yellow Epoxy Pavement Markings 0966-0011 Each 85.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0014 Each 59.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 49.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 79.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 94.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 1,637.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001 Each 14.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 1001-0611 Linear Foot 332.000 03 n t7 6" Structure Foundation Drain 1001-0730 Cubic Yard 240.000 03 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0960 Cubic Yard 90.000 03 n s9 Class Aaap Cement Concrete 1001-0965 Cubic Yard 751.000 03 n s9 Class Aaap Cement Concrete 1001-0966 Cubic Yard 654.000 03 n s9 Class Aaap Cement Concrete 1002-0001 Pound 728.000 03 n s7 Reinforcement Bars 1002-0052 Pound 2,719.000 03 n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 357,702.000 03 n s7 Reinforcement Bars, Epoxy Coated 5002-0073 Pound 47,194.000 05 n Yes s7 Std Reinforcement Bars, Galvanized With Modification 1018-0050 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 04 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 04 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 05 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0054 Lump Sum 1.000 05 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0055 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0056 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 5019-0040 Square Yard 801.000 03 n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) , Silane 5019-0050 Square Yard 1,030.000 03 n Req k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 5025-0040 Linear Foot 113.000 03 n Req t9 Proj Modification Of Existing Barriers, As Designed 1026-0015 Linear Foot 88.000 03 n t6 Neoprene Strip Seal Dam, (3" Movement) 1041-0001 Square Yard 14,480.000 03 n f3, s2 Scarification 1042-0001 Square Yard 5,434.000 03 n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 1999-9999 Hour 2,000.000 07 n z Std Trainees 9000-0001 Linear Foot 24.000 03 n h Proj 6" Pvc Pipe, Schedule 40 9000-0002 Cubic Yard 196.000 01 n c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1, Choked With Subbase No. 2a, Pipe Replacement 9000-0003 Ton 2,620.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Shoulder Repair 9000-0004 Square Yard 472,289.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 9000-0005 Square Yard 372,310.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 9000-0006 Ton 5.000 01 n g3 Proj Concrete Pavement Spall Repair 9000-0007 Square Yard 176,029.000 01 n c4 Proj Break And Seat Concrete Pavement, 9" Depth 9000-0008 Square Foot 3,960.000 01 n s5 Proj Permanent Sheet Pile Wall 9000-0009 Lump Sum 1.000 10 n x Std Design Of Pipe Repair, Rehabilitation, Or Replacement, Including Applicable Permits 9000-0010 Lump Sum 1.000 01 n c1, h Std Construction Of Pipe Repair, Rehabilitation, Or Replacement 9000-0011 Set 4.000 01 n h Proj Pipe Securing Strap 9000-0012 Each 9.000 01 n j Proj Thrie-Beam To Bridge Barrier Approach Transition Retro-Fit Option 2, Without Inlet Placement 9000-0013 Each 4.000 01 n j Proj Thrie-Beam To Bridge Barrier Approach Transition Retro-Fit Option 2, With Inlet Placement 9000-0014 Linear Foot 27,258.000 01 n o Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0015 Linear Foot 4,640.000 01 n o Proj 24" Pavement Marking Removal 9000-0018 Linear Foot 698.000 01 n h Proj Cured In Place Liner For 18" Pipe 9000-0020 Dollar 50,000.000 $1.00 $50,000.00 01 y c1, f1 Proj Miscellaneous Repairs To s.r. 3013 9000-0024 Linear Foot 1,002.000 01 n h Proj Cured In Place Liner For 24" Pipe 9000-0030 Linear Foot 582.000 01 n h Proj Cured In Place Liner For 30" Pipe 9000-0036 Linear Foot 740.000 01 n h Proj Cured In Place Liner For 36" Pipe 9000-0048 Linear Foot 200.000 01 n h Proj Cured In Place Liner For 48" Pipe 9000-0174 Dollar 500,000.000 $1.00 $500,000.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive 9000-1001 Square Yard 530.000 03 n s9 Proj Concrete Bridge Deck Surface Preparation, Hydrodemolition 9000-1002 Linear Foot 608.000 03 n s2 Proj Pier Joint Encasement 9000-1003 Square Yard 2,759.000 03 n k2 Proj Elastomeric Membrane Waterproofing System Installed On Bridge Deck 9000-1004 Linear Foot 199.000 02** n s2 Proj Repair Barrier Tube Rails 9000-1005 Each 12.000 02** n s2 Proj Beam Spall Repair 9000-1006 Square Foot 1,455.000 02** n s2 Proj Repair Deteriorated Concrete Substructure 9000-1007 Cubic Foot 22.000 02** n s2 Proj Sealing Open Joints With Epoxy Grout 9000-1008 Each 6.000 02** n s2 Proj Beam Spall Protection 9000-1009 Square Yard 68.000 03 n k2 Proj Elastomeric Waterproofing Membrane System Installed On Other Surfaces

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
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.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.