Beaver Dam Road

The description and location of the project is as follows: For the deck replacement of the existing bridge, guide rail updates at bridge ends, roadway reconstruction and resurfacing to tie into existing road, drainage, and other miscellaneous construction, all as indicated on the approved drawings for STATE ROUTE 3002, SECTION L01, in Lawrence_COUNTY_Little Beaver Township. This project being situated as follows: From approximately 250-ft. before the PA Turnpike Bridge over Clark Road/Beaver Dam Road at segment 0006 offset 0000 to approximately the PA Turnpike Bridge over Clark Road/Beaver Dam Road at segment 0006 offset 0075. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 199.000 01 n c Class 1 Excavation 0203-0005 Cubic Yard 132.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 41.000 01 n g4 Saw Cutting 0204-0100 Cubic Yard 100.000 11 n c1, s1, t1 Class 3 Excavation 0205-0100 Cubic Yard 60.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 54.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0281 Cubic Yard 132.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0297 Cubic Yard 82.000 11 n c1, s4 Structure Backfill, Coarse Aggregate No. 57 0205-0363 Ton 42.000 11 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0365 Ton 53.000 11 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0367 Ton 53.000 11 n c1 Selected Borrow Excavation Rock, Class r-7 0208-0001 Hour 8.000 01 n c Special Rolling 0212-0001 Linear Foot 158.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 563.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 132.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0320 Square Yard 264.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 264.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 25.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 432.000 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 0413-2059 Ton 14.000 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 264.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 696.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 35.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 168.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 158.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 15.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 7.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 7.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 4620-0015 Each 4.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Modified 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 171.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1601 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0677-0001 Cubic Yard 9.000 01 n c1, e Selected Material Surfacing 0680-0121 Square Yard 36.000 11 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 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 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 103.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0004 Pound 10.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 30.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0113 Square Yard 922.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0020 Each 2.000 01 n c1 Rock Construction Entrance With Wash Rack 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 0860-0001 Each 1.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 350.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 1001-0611 Linear Foot 100.000 11 n t7 6" Structure Foundation Drain 1001-0980 Square Yard 210.000 11 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 94.000 11 n s9 Class Aaap Cement Concrete 1001-1120 Cubic Yard 3.000 11 n s2 Class a Cement Concrete 1001-1200 Cubic Yard 16.000 11 n s2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1002-0052 Pound 20,115.000 11 n s7 Reinforcement Bars, Epoxy Coated 1003-0007 Each 20.000 11 n s2 Dowel Holes, 16" Depth 1003-0008 Each 82.000 11 n s2 Dowel Holes, 18" Depth 1003-0011 Each 6.000 11 n s2 Dowel Holes, 24" Depth 1018-0050 Lump Sum 1.000 11 n t1 Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 339.000 11 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1050-0085 Each 14.000 11 n t5 Laminated Neoprene Bearing Pad 1050-0089 Each 798.000 11 n t8 Shear Connectors 1050-0090 Each 2.000 11 n t7 Scupper, Type a 1050-0100 Dollar 10,000.000 $1.00 $10,000.00 11 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1051-0000 Linear Foot 8.000 11 n t7 Downspouting 1070-0200 Lump Sum 1.000 11 n v Painting Existing Structural Steel 1070-0325 Lump Sum 1.000 11 n v Priming Top Flanges 1072-0100 Lump Sum 1.000 11 n v2 Containment 1072-0200 Lump Sum 1.000 11 n x Waste Management 1072-0300 Lump Sum 1.000 11 n v2 Worker Health And Safety 1091-0335 Dollar 5,000.000 $1.00 $5,000.00 11 y k1 Epoxy Injection Crack Seal 9000-0001 Lump Sum 1.000 01 n h Proj Diversion Dam 9000-0002 Linear Foot 160.000 01 n a, c1 Proj Cleaning Of Shoulder Prior To Milling 9000-0003 Each 1.000 01 n j Proj Type 31-s Guide Rail Transition To Existing Pennsylvania Turnpike Commission Guide Rail 9000-0004 Dollar 2,000.000 $1.00 $2,000.00 01 y h Proj Unforeseen Drainage Repairs 9000-0005 Lump Sum 1.000 11 n s1 Proj Jacking Bridge Superstructure 9000-1001 Set 1.000 11 n x Proj Safety Harnesses, Double Lanyards & Self Retracting Lifelines 9000-2020 Each 2.000 95 n x Std Covid-19 Safety Plan Sign 9000-9001 Cubic Foot 15.000 11 n s2 Std Repair Deteriorated Concrete

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.