SR 144 Bridge Rehabilitation

The description and location of the project is as follows: For the improvement of certain sections of State Highway In Centre County, Boggs And Snow Shoe Townships, Commonwealth Of Pennsylvania, State Route 0144 Section a15. The project is situated as follows: On State Route 0144 from Segment 0540/Offset 0596 to Segment 0530/Offset 1896 where SR 0144 is over SR 0080. For the bridge rehabilitation of the structure on SR 0144 over SR0080, including deck replacement, concrete repairs, and jacking bridge superstructure. Construction of approach work consisting of superpave asphalt mixture designs for the base, binder, and wearing course, guide rail, pavement markings, and miscellaneous construction for a construction length of approximately 795 feet (0.15 miles) as indicated on the approved drawings. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 42.000 01 n c Class 1 Excavation 0204-0100 Cubic Yard 175.000 02 n c1, s1, t1 Class 3 Excavation 0205-0364 Ton 4.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 85.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 680.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0322 Square Yard 174.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0337 Ton 99.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 197.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 34.000 01 n c, e Subbase (No. 2a) 0413-0194 Square Yard 1,509.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-1018 Ton 43.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-6035 Square Yard 174.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6037 Ton 1.000 04 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 348.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 27.000 01 n f4 Asphalt Prime Coat 0491-0013 Square Yard 1,310.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 25.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-9393 Linear Foot 10.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0004 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0615-0022 Linear Foot 44.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 4620-0010 Each 4.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement Without Spacer Tube 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 261.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 163.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 63.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 63.000 04 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 76.000 01 n k Plain Cement Concrete Curb 0643-0001 Linear Foot 294.000 04 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 294.000 04 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0660-0025 Linear Foot 2,300.000 04 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0677-0002 Ton 55.000 01 n c1, e Selected Material Surfacing 0680-0121 Square Yard 60.000 02 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0060 Lump Sum 1.000 01 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 05 y x Internal Facilitation 0696-0610 Each 2.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 04 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 61.000 01** n c1, h No. 57 Coarse Aggregate 0804-0001 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0203 Each 2.000 04 n q Arrow Panel 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,590.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,033.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 28.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 8.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0702 Each 1.000 04 n p, q Temporary Traffic Signals (Portable Only) 0937-0073 Each 47.000 04 n o1, q Non Plowable Raised Pavement Markers (Two Way w/w) 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0195 Each 18.000 04 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0196 Each 10.000 01 n j1, r Barrier Mounted Delineator, Top Mount Type r, (w/w) 0937-0214 Each 18.000 04 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0962-1000 Linear Foot 1,590.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,590.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 434.000 04 n o2, o3 Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 1001-0611 Linear Foot 105.000 02 n t7 6" Structure Foundation Drain 1001-1000 Cubic Yard 276.000 02 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 126.000 02 n s2 Class Aa Cement Concrete 1002-0052 Pound 84,780.000 02 n s7 Reinforcement Bars, Epoxy Coated 1002-0142 Each 12.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1002-0220 Pound 342.000 02 n s7 Stainless Steel Reinforcement Bars 1003-0011 Each 42.000 02 n s2 Dowel Holes, 24" Depth 1018-0050 Lump Sum 1.000 02 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0010 Square Yard 1,648.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 1019-0020 Square Yard 13.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1026-0015 Linear Foot 106.000 02 n t6 Neoprene Strip Seal Dam, (3" Movement) 1026-0017 Linear Foot 71.000 02 n t6 Neoprene Strip Seal Dam, (4" Movement) 1050-0091 Each 6.000 02 n t7 Scupper, Type b 1051-0000 Linear Foot 156.000 02 n t7 Downspouting 1090-1018 Square Foot 34.000 02 n s2 Prestressed Concrete Beam Repairs 9000-0002 Linear Foot 2,300.000 04 n f Proj Shoulder Rumble Strip Paving 9000-0003 Linear Foot 107.000 01 n j2 Proj Remove And Reset Existing Fence 9000-0009 Each 8.000 04 n j1 Proj Temporary Remove And Reset Concrete Barriers 9000-0012 Lump Sum 1.000 02 n s9 Proj Temporary Deck Support 9000-0014 Day 1.000 04 n q Proj Manual Operation Of Temporary Traffic Signal 9000-0101 Lump Sum 1.000 02 n x Proj Jacking Bridge Superstructure; Jacking Design 9000-0102 Each 4.000 02 n s2 Proj Jacking Bridge Superstructure; Beam Jacking 9000-0304 Each 36.000 02 n s7 Proj Adhesive Anchors, No. 4 Bar, Epoxy Coated 9000-0305 Each 160.000 02 n s7 Proj Adhesive Anchors, No. 5 Bar, Epoxy Coated 9000-0352 Square Foot 1,498.000 02 n s2 Proj Frp Repair Of Concrete Surfaces 9000-0600 Cubic Foot 3.000 02 n s2 Std Class Aa Cement Concrete Repairs 9000-0610 Cubic Foot 132.000 02 n s2 Std Class a Cement Concrete Repairs 9203-0101 Lump Sum 1.000 02 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 34 -	Transportation, Bridges.