2020 Bridge Preservation

The description and location of the project is as follows: For the improvement/repairs to bridges in Potter County, Sweden And Wharton Townships Commonwealth of Pennsylvania, SR 6-P31 and SR 3001-P31 For the rehabilitation of two bridges involving rebar installation, concrete repairs, beam spall repairs and superstructure replacement. Work also includes Superpave Asphalt Mixture Designs for the base, binder and wearing courses, guide rail, pavement markings and miscellaneous construction for a total construction length of approximately 1101 feet (0.21 miles) as indicated on the approved drawings included in the bid package. 0203-0001 Cubic Yard 1,842.000 01** n c Class 1 Excavation 4203-0001 Cubic Yard 93.000 01** n Yes c Std Class 1 Excavation With Milled And Sawcut Vertical Edge 0203-0006 Linear Foot 202.000 01** n g4 Saw Cutting 0204-0100 Cubic Yard 3.000 03 n c1, s1, t1 Class 3 Excavation 0205-0100 Cubic Yard 116.000 06 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 10.000 02** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0265 Cubic Yard 5.000 02 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0363 Ton 1,008.000 06 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0365 Ton 160.000 06 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0381 Ton 179.000 06 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 1,350.000 06 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,988.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0037 Ton 400.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 475.000 01** n c, e Subbase (No. 2a) 0413-0046 Ton 115.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0049 Ton 23.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2014 Ton 14.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-7001 Ton 27.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,810.000 01 n f4 Asphalt Tack Coat 0491-0019 Square Yard 1,240.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0505-0001 Square Yard 216.000 01 n g, g1 Bridge Approach Slab 4515-0001 Linear Foot 44.000 03 n Yes g1, g4 Proj Sawing And Sealing Of Asphalt Overlays At Joint Above Abutment 4607-0200 Vertical Foot 1.000 01 n Yes k Proj Rebuilt Manhole Manhole Frame And Cover Supplied By Others 0608-0001 Lump Sum 1.000 05 n x Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 4.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 8.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 8.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 475.000 06 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 713.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 150.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1670 Each 8.000 01** n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 100.000 06 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 100.000 06 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001 Linear Foot 42.000 06 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 42.000 06 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 4677-0002 Ton 37.000 01 n Yes c1, e Proj Selected Material Surfacing (Drive Adjustment) 4677-0004 Ton 108.000 01 n Yes c1, e Std Selected Material Surfacing Subbase No. 2a 0686-0060 Lump Sum 1.000 02 n x Construction Surveying, Type d, Modified 0686-0062 Lump Sum 1.000 03 n x Construction Surveying, Type d, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 04 y x Internal Facilitation 0696-0610 Each 2.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 232.000 01 n c1, h No. 57 Coarse Aggregate 4802-0001 Cubic Yard 8.000 01 n Yes c1, m Std Topsoil Furnished And Placed Visual Acceptance 0804-0001 Pound 8.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0113 Square Yard 732.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 8.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 113.000 01 n j2, m Temporary Protective Fence 0867-0012 Linear Foot 419.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 06 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 06 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,160.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,580.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 40.000 06 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0350 Linear Foot 200.000 06 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0451 Each 4.000 06 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 06 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0720 Each 1.000 06 n p Temporary Traffic Signals (Either Permanent Or Portable) 0937-0106 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0114 Each 3.000 06 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 1,160.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,160.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 80.000 06 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 2,544.000 06 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 8.000 01 n r Remove Post Mounted Signs, Type b 1001-1000 Cubic Yard 21.000 03 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 11.000 03 n s2 Class Aa Cement Concrete 1001-1120 Cubic Yard 3.000 03 n s2 Class a Cement Concrete 1002-0053 Pound 7,449.000 03 n s7 Reinforcement Bars, Epoxy Coated 1003-0008 Each 116.000 03 n s2 Dowel Holes, 18" Depth 1018-0050 Lump Sum 1.000 02 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0005 Square Yard 440.000 02 n k2 Protective Coating For Concrete Surfaces (Boiled Linseed Oil) 1019-0010 Square Yard 159.000 03 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 1019-0020 Square Yard 54.000 03 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5019-0020 Square Yard 50.000 02 n Yes k2 Proj Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) Includes Cheekwalls And Wingwalls 1090-1018 Square Foot 12.000 03 n s2 Prestressed Concrete Beam Repairs 5091-0331 Linear Foot 34.000 03 n Yes k1 Proj Epoxy Injection Crack Seal For Prestressed Concrete Beams e 8020-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-39296 a 1001-1121 Cubic Yard 18.000 02 n s2 Class a Cement Concrete a 1002-0052 Pound 8,179.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1003-0005 Each 72.000 02 n s2 Dowel Holes, 12" Depth a 1003-0008 Each 236.000 02 n s2 Dowel Holes, 18" Depth o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Superstructure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Superstructure 9000-0001 Each 13.000 01 n r Std Relocate Mailbox 9000-0002 Linear Foot 75.000 01 n c1 Proj Shoulder Grading 9000-0003 Linear Foot 90.000 06 n h Proj 60" Temporary Stream Diversion Pipe 9000-0004 Linear Foot 45.000 06 n h Proj 48" Temporary Stream Diversion Pipe 9000-0005 Square Yard 70.000 02 n g Proj Temporary Concrete Pavement 9000-0204 Each 436.000 03 n s2, s7 Proj Reinforcement Bar Anchor 9000-0206 Linear Foot 224.000 03 n g4, s2 Proj Grouting Beam Joints 9000-0315 Lump Sum 1.000 02 n c1, s5 Proj Temporary Excavation And Support Protection System 9000-0320 Each 36.000 03 n s2, t7 Proj Cleaning/Installation Of Beam Drain Holes 9000-0400 Each 1.000 01 n r Std Covid-19 Safety Plan Sign

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.