Coder Bridge #2

This project involves the replacement of the existing structure carrying SR 28 over Clement Run and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0028, Section 554, in Jefferson County Rose Township from approximately 1.0 mile west of the town of Brookville at segment 0170 offset 1043 to approximately 2.6 miles east of the town of Baxter at segment 0160 offset 1055. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 19,964.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 635.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 422.000 01 n c1, h Class 2 Excavation 0205-0281 Cubic Yard 64.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0363 Ton 723.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 9,909.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 220.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0366 Ton 79.000 03 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0368 Ton 212.000 03 n c1 Selected Borrow Excavation Rock, Class r-8 0212-0001 Linear Foot 845.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 7,974.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 344.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 500.000 $1.00 $500.00 01 y z Temporary Project Air Pollution Control 0313-0322 Square Yard 1,741.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0330 Square Yard 1,245.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0337 Ton 212.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 2,012.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 2,056.000 01 n c, e Subbase (No. 2a) 0413-0245 Square Yard 9,638.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2074 Ton 489.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 2,986.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0004 Gallon 1,287.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 766.000 01 n Yes f4 Proj Asphalt Prime Coat , Crs-2pm 0491-0019 Square Yard 5,952.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-0313 Linear Foot 37.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-0393 Linear Foot 37.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-0763 Linear Foot 37.000 01 n h 18" Ductile Iron Pipe o 0601-7014 Linear Foot 37.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0550 Linear Foot 48.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7014 Linear Foot 48.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0601-5901 Linear Foot 191.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7008 Linear Foot 60.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill 0604-7509 Linear Foot 246.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 2.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10` 4606-0060 Set 3.000 01 n Yes c1, k Proj Grade Adjustment Of Existing Inlets, Type 1 Riser , Includes Removal 0606-0070 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 2 Riser 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7003 Linear Foot 845.000 01 n h2 8" Pavement Base Drain 0615-0022 Linear Foot 175.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 147.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 5.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0021 Each 3.000 01 n h Concrete Collar For 15" Pipe Extension 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) e 4620-0010 Each 3.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement , Includes Removal o 9000-0020 Each 3.000 01 n j Proj Steel Barrier Transition 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 100.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 2,550.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 950.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,625.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3019 Linear Foot 732.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 1,320.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0660-0002 Linear Foot 1,175.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 325.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0660-0004 Linear Foot 1,600.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0001 Cubic Yard 18.000 01 n c1, e Selected Material Surfacing 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 0696-0610 Each 1.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 4.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 751.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 110.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 16.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 50.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 4806-0113 Square Yard 5,281.000 01 n Yes m2 Proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d , Organic 4808-0127 Each 11.000 01 n Yes m Proj Shrub , Silky Dogwood (2` Ht, #3 Cont) 4808-0128 Each 11.000 01 n Yes m Proj Shrub , Speckled Alder (2` Ht, #3 Cont) 4808-3730 Each 11.000 01 n Yes m Proj Arrowwood Viburnum - (2` Ht. b&b) (#3 Cont) 4808-7112 Each 11.000 01 n Yes m Proj Elderberry (24" Ht. b.r. Or Container) (#3 Cont) 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 12.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 83.000 01 n c1 Rock Apron 0851-0005 Each 2.000 01 n c1 Temporary Installations 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01 n m2 Replacement Pumped Water Filter Bag 0856-0001 Each 3.000 01 n c1 Removal Sediment And Rock Barrier 0860-0000 Each 2.000 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 0860-0020 Each 1.000 01 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0860-0021 Each 1.000 01 n m2 Pipe/Gravel Inlet Protection For Type s Inlet 0867-0018 Linear Foot 571.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0220 Square Yard 304.000 01 n f3, o2, q Temporary Asphalt Rumble Strips 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 400.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 5,084.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 5,280.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 37.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 30.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 34.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0112 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0114 Each 21.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0323 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0962-1000 Linear Foot 10,650.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 10,650.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 15,465.000 01 n o2, o3 4" Pavement Marking Removal 0966-0011 Each 32.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1001-1120 Cubic Yard 27.000 03 n s2 Class a Cement Concrete 1999-9999 Hour 1,000.000 01 n z Std Trainees e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38831 a 1002-0052 Pound 416.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 03 n s4 Std 12`-0" x 11`-6" Precast Reinforced Concrete Box Culvert With Precast End Sections o 8520-0001 Lump Sum 1.000 03 n s4 Std 12`-0" x 11`-6" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Sections 9000-0001 Each 25.000 01 n m Proj Joint Planting Stakes, Black Willow 9000-0002 Each 25.000 01 n m Proj Joint Planting Stakes, Silky Dogwood 9000-0003 Cubic Yard 50.000 01 n c1, h Proj Recover, Stockpile, And Place Existing Channel Bed Substrate 9000-0004 Each 7.000 01 n m Proj Rootwads 9000-0005 Linear Foot 110.000 01 n m Proj Vegetated Rock Protection 9000-0006 Lump Sum 1.000 01 n x Proj Environmental As-Built Survey 9000-0010 Lump Sum 1.000 01 n m2 Proj Temporary Bypass System 9000-2020 Each 3.000 01 n r Std Covid-19 Safety Plan Sign 9203-0101 Lump Sum 1.000 03 n c1 Std Temporary Excavation Support And Protection System 9205-0000 Cubic Yard 3,539.000 01 n c1 Proj Selected Borrow Excavation, 206 Rock 9610-7002 Linear Foot 100.000 01 n h Proj 6" Fill Bench Drain 9901-0450 Day 28.000 01 n q Proj 3-Line Changeable Message Sign With Telecommunications, Paid Per Day 9909-0001 Ton 847.000 01 n f Proj Asphalt Build-Up

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 34 -	Transportation, Bridges.