SR 144 Ives Run Bridge

The Description And Location Of The Project Is As Follows: For The Improvement Of a Certain Section Of State Highway In Potter County, Abbot Township, Commonwealth Of Pennsylvania, State Route 144, Section a03. The Project Being Situated As Follows: On State Route 144 From Segment 0210/Offset 0152 To Segment 0210/Offset 0765. For The Removal Of The Existing Single Span Concrete t-Beam Bridge And Construction Of Its Replacement a Precast Reinforced Concrete Box Culvert. Construction Of Approach Work Including Superpave Asphalt Mixture Designs For The Base, Binder And Wearing Courses, Pavement Base Drain, Guide Rail, Pavement Markings, And Miscellaneous Construction For a Total Construction Length Of Approximately 513 Feet (0.097 Mile) 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 1,124.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 205.000 01 n c1 Class 1a Excavation 0203-0006 Linear Foot 48.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 146.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 198.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 8.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0208-0001 Hour 4.000 01 n c Special Rolling 0212-0001 Linear Foot 724.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,753.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,026.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0022 Square Yard 1,502.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0037 Ton 59.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0316-0037 Ton 26.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,515.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 64.000 01 n c, e Subbase (No. 2a) 0413-0039 Square Yard 1,814.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-6005 Square Yard 1,278.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7001 Ton 13.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 3,404.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 114.000 01 n f4 Asphalt Prime Coat e 0601-0332 Linear Foot 40.000 01 n h 15" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill o 0601-7308 Linear Foot 40.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0601-0353 Linear Foot 24.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7314 Linear Foot 24.000 01 n h 18" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill o 0601-9653 Linear Foot 24.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0773 Linear Foot 28.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-7016 Linear Foot 28.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life e 0604-2823 Linear Foot 132.000 01 n h 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0604-7313 Linear Foot 132.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-9003 Linear Foot 132.000 01 n h 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2730 Set 5.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-0002 Linear Foot 52.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7001 Linear Foot 724.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 2.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 121.000 01 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 30.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 4.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 322.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 350.000 01 n j Type 31-s Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0001 Cubic Yard 16.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0703-0020 Cubic Yard 205.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 106.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 11.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113 Square Yard 460.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 218.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 4810-0052 Each 2.000 01 n Yes a, m1 Proj Selective Tree Removal Surrender Material To Property Owner 0811-0003 Linear Foot 190.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 4855-0003 Each 1.000 01 n Yes m2 Proj Pumped Water Filter Bag With Compost Filter Sock 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 5.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 440.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 05 n q, r Additional Traffic Control Signs 0901-0461 Each 4.000 05 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 16.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0107 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0339 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 8.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 850.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 850.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38612 a 4205-0266 Cubic Yard 88.000 02 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 , Alternative Cutoff Wall a 1002-0053 Pound 1,268.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Alternate Precast Reinforced Concrete Box Culvert 9000-0001 Dollar 15,000.000 $1.00 $15,000.00 05 y f1 Proj Repair Of Detour Route 9000-0002 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Proj Temporary And Replacement Water System 9000-0003 Lump Sum 1.000 01 n m2 Proj Pipe Diversion Bypass System 9000-0004 Lump Sum 1.000 02 n c1 Std Stockpiling And Placing Native Streambed Material At Culvert 9000-0005 Cubic Yard 33.000 02 n c1 Proj Overexcavation And Backfilling Under Culvert 9000-0006 Each 3.000 01 n x Proj Pre And Post Construction Water Quality Testing 9000-0007 Dollar 5,000.000 $1.00 $5,000.00 01 y x Proj Management Of Giant Hogweed During Construction 9000-0008 Each 2.000 01 n x Std Remove And Reset Mailbox 9000-0009 Square Yard 27.000 01 n m2 Proj Temporary Wetland Crossing Timber Mat 9000-0010 Each 2.000 01 n x Proj Locate Existing Underground Facilities

Bridge, New Construction.

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.