2020 Sedacog Bridge Preservation

The description and location of the project is as follows: For the improvement/repairs to four bridges in MIFFLIN COUNTY, GRANVILLE TOWNSHIP and JUNIATA COUNTY, SPRUCE HILL, BEALE and TUSCARORA TOWNSHIPS, Commonwealth of Pennsylvania, SR 0103 Section P27. For the preservation of three bridges and rehabilitation of one bridge. Construction involves grout bag underpinning, arch barrel repairs, deck repairs, replacement of curbs, wig repairs, abutment and underside slab repairs, T-beam encapsulations, concrete underpinning, placement of structure mounted guide rail, placement of scour protection, concrete beam seat work, repointing of stone masonry and a superstructure replacement. Work also includes Superpave Asphalt Mixture Designs for all paving courses, guide rail, pavement markings, tree trimming and miscellaneous construction for a total construction length of approximately 4773 feet (0.904 miles) as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,286.000 01 n c Class 1 Excavation 4203-0001 Cubic Yard 444.000 07 n Yes c Std Class 1 Excavation With Milled Or Sawcut Vertical Edge 0203-0004 Cubic Yard 2.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 304.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 24.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 38.000 01 n c1, h Cleaning Existing Ditches Excavation 0204-0100 Cubic Yard 56.000 02** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 3.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 613.000 01** n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 9.000 04** n c1 Selected Borrow Excavation Rock, Class r-4 4205-0264 Cubic Yard 4.000 05 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 (Grouted) 0205-0265 Cubic Yard 30.000 02** n c1 Selected Borrow Excavation Rock, Class r-5 0205-0266 Cubic Yard 28.000 05 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0292 Cubic Yard 9.000 02 n c1, s4 Structure Backfill 0205-0363 Ton 131.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 4.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 286.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 186.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 709.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0324 Square Yard 400.000 07 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0325 Square Yard 82.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0313-0326 Square Yard 1,305.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0337 Ton 3.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 8.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 2,325.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 3.000 01 n c, e Subbase (No. 2a) 0413-0194 Square Yard 2,903.000 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 0413-0195 Square Yard 939.000 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-l 0413-0205 Ton 3.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2059 Ton 220.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 1,305.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7007 Ton 26.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 8,164.000 01 n f4 Asphalt Tack Coat 0491-0019 Square Yard 200.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4515-0001 Linear Foot 64.000 02 n Yes g1, g4 Proj Sawing And Sealing Of Asphalt Overlays At Joint Above Abutments 0601-0352 Linear Foot 4.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-0357 Linear Foot 25.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-9037 Linear Foot 25.000 01 n h 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-7339 Linear Foot 25.000 01 n h 30" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill e 0601-7313 Linear Foot 40.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9033 Linear Foot 40.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2750 Set 1.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2882 Each 1.000 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 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7001 Linear Foot 286.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 3.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 10.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 9.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 967.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595 Linear Foot 82.000 02** n j Structure Mounted Guide Rail 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 525.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 250.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 88.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 63.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 4620-1626 Linear Foot 13.000 01 n Yes j Std Type 31-Sc Guide Rail With 7` Extra Length Posts With Rubbing Rail And Wood Offset Brackets 0620-1645 Linear Foot 113.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 5.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 460.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 380.000 07 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0665-0001 Linear Foot 75.000 05 n k2 Type a Repointing 0676-0001 Square Yard 3.000 01 n k Cement Concrete Sidewalk 4677-0002 Ton 62.000 01** n Yes c1, e Std Selected Material Surfacing Use Subbase 4677-0004 Ton 289.000 01** n Yes c1, e Std Selected Material Surfacing Use Subbase 0680-0120 Square Yard 74.000 02 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0060 Lump Sum 1.000 02 n x Construction Surveying, Type d, Modified 0686-0061 Lump Sum 1.000 05 n x Construction Surveying, Type d, Modified 0686-0062 Lump Sum 1.000 04 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 08 y x Internal Facilitation 0696-0610 Each 2.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 1.000 02 n c1, h No. 57 Coarse Aggregate 4802-0001 Cubic Yard 26.000 01 n Yes c1, m Std Topsoil Furnished And Placed Visual Acceptance 0804-0001 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 47.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0113 Square Yard 983.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0026 Linear Foot 670.000 01 n m1 Tree Trimming To a Max Height Of 20` 0810-0027 Linear Foot 355.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 477.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 400.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 8,336.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,808.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0364 Each 40.000 07 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0451 Each 2.000 07 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 07 n p Temporary Traffic Signals (Either Permanent Or Portable) 0937-0104 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 18.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0320 Each 7.000 07 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0339 Each 11.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0500 Each 7.000 07 n r Delineator Removal 0962-1000 Linear Foot 1,840.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,499.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 44.000 07 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 7,184.000 01** 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 5.000 02 n s9 Class Aaap Cement Concrete 1001-1001 Cubic Yard 13.000 04 n s9 Class Aaap Cement Concrete 1001-1081 Cubic Yard 4.000 02 n s2 Class Aa Cement Concrete 1001-1120 Cubic Yard 18.000 02** n s2 Class a Cement Concrete 1002-0052 Pound 3,484.000 02 n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 5,436.000 04 n s7 Reinforcement Bars, Epoxy Coated 1003-0002 Each 228.000 02** n s2 Dowel Holes, 6" Depth 1003-0003 Each 424.000 02** n s2 Dowel Holes, 8" Depth 1003-0004 Each 24.000 04 n s2 Dowel Holes, 10" Depth 1003-0005 Each 20.000 02 n s2 Dowel Holes, 12" Depth 1003-0008 Each 73.000 02** n s2 Dowel Holes, 18" Depth 1018-0050 Lump Sum 1.000 05 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 02 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 1019-0010 Square Yard 526.000 02** n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 5019-0020 Square Yard 24.000 04 n Yes k2 Std Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) (Curbs) 1040-0020 Square Foot 116.000 02 n s9 Concrete Bridge Deck Repair, Type 2 1040-0030 Square Foot 20.000 02 n s9 Concrete Bridge Deck Repair, Type 3 e 8110-0001 Lump Sum 1.000 05 n Yes s1 Std Bridge Superstructure, As Designed, s-39159 a 1001-0611 Linear Foot 94.000 05 n t7 6" Structure Foundation Drain a 1001-1120 Cubic Yard 21.000 05 n s2 Class a Cement Concrete a 1002-0053 Pound 31,201.000 05 n s7 Reinforcement Bars, Epoxy Coated a 1003-0005 Each 8.000 05 n s2 Dowel Holes, 12" Depth a 1003-0011 Each 304.000 05 n s2 Dowel Holes, 24" Depth o 8000-0001 Lump Sum 1.000 05 n s1 Std Prestressed Concrete Bridge Superstructure o 8100-0001 Lump Sum 1.000 05 n s1 Std Steel Bridge Superstructure 9000-0001 Each 1.000 01 n r Std Relocate Mailbox 9000-0002 Linear Foot 156.000 01 n b, j2 Proj Remove Fence 9000-0009 Dollar 5,000.000 $1.00 $5,000.00 01 y c1, m Proj Management Of Japanese Knotweed During Construction 9000-0010 Lump Sum 1.000 02 n c1 Std Stockpiling Of Streambed Material 9000-0011 Lump Sum 1.000 04 n c1 Std Stockpiling Of Streambed Material 9000-0019 Each 1.000 01 n r Std Covid-19 Safety Plan Sign 9000-0020 Each 1.000 01 n k Proj Concrete Steps 9000-0060 Square Yard 2.000 01 n f3 Std Milling Of Asphalt Paving Notch Or Joint 9000-0200 Dollar 5,000.000 $1.00 $5,000.00 02 y s1, s2 Proj Unforeseen Slab Reinforcement 9000-0204 Each 276.000 04 n s1, s2 Proj Reinforcement Bar Anchor 9000-0213 Cubic Yard 10.000 04 n s2 Proj Class Aa Cement Concrete (No. 8 Aggregate) 9000-0250 Linear Foot 545.000 02** n c1, m Std Diversion Dike 9000-0251 Linear Foot 213.000 03 n m2 Proj Turbidity Curtain 9000-0252 Cubic Foot 931.000 03 n s0 Proj Intrusion Grout Bags 9000-0253 Lump Sum 1.000 03 n Zz Proj Water Sampling And Testing 9000-0254 Lump Sum 1.000 03 n a Proj Debris Removal 9000-0315 Lump Sum 1.000 02 n c1, s5 Proj Temporary Escavation Support And Protection System 9000-0610 Square Foot 410.000 02 n s2 Std Class a Cement Concrete Repairs 9000-0611 Square Foot 311.000 04 n s2 Std Class a Cement Concrete Repairs 9000-0612 Square Foot 3.000 05 n s2 Std Class a Cement Concrete Repairs 9000-0613 Square Foot 3.000 03 n s2 Std Class a Cement Concrete Repairs

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.