Tower Road Br/Funk Run

The description and location of the project is as follows: For the full replacement of the existing bridge, guide rail, roadway reconstruction and resurfacing, drainage, and other miscellaneous construction, all within a length of 250 Linear Feet (0.047 miles) as indicated on the approved drawings included in the Bid Package for State Route 2009, Section l02, In Lawrence County, Perry Township, Commonwealth of Pennsylvania. The project being situated as follows: From a point approximately 300-ft. before McCartney Hollow Road at segment 0010 offset 1463 (Station 10+00) to approximately McCartney Hollow Road at segment 0020 offset 0041 (Station 13+25). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 530.000 01 n c Class 1 Excavation 0203-0005 Cubic Yard 293.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 42.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 18.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 51.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 56.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 87.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 293.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 123.000 11 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0367 Ton 174.000 11 n c1 Selected Borrow Excavation Rock, Class r-7 0208-0001 Hour 8.000 01 n c Special Rolling 0212-0001 Linear Foot 216.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 988.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 293.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0324 Square Yard 473.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 473.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 29.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 640.000 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 0460-0003 Square Yard 698.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 79.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 113.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 0601-7014 Linear Foot 45.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-0773 Linear Foot 45.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-0550 Linear Foot 45.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2741 Set 1.000 01 n k Type s 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 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 216.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 30.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 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 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 213.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 38.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 38.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 13.000 01 n j Curved w-Beam Guide Rail At Intersections 0677-0001 Cubic Yard 6.000 01 n c1, e Selected Material Surfacing 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 93.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 9.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 16.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006 Pound 6.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 834.000 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 2.000 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 611.000 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 50.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 4931-0003 Square Foot 13.000 01 n Yes r Proj Post Mounted Signs, Type b, Steel Square Post Modified 0937-0107 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0941-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type b 4941-0001 Each 1.000 01 n Yes r Proj Reset Post Mounted Signs, Type b Modified 4962-1005 Linear Foot 1,000.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 4971-0001 Each 6.000 01 n Yes r Std Remove Post Mounted Signs, Type b Modified 1006-1090 Linear Foot 44.000 11 n u1 30" Diameter Drilled Caissons, Rock Socket 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 11 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38808 a 1002-0053 Pound 2,928.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 11 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Pump Bypass System And Cofferdam 9000-0002 Linear Foot 100.000 01 n c1, f Proj Cleaning Of Shoulder Prior To Milling 9000-1001 Set 1.000 01 n x Proj Safety Harness, Double Lanyards, And Self Retracting Lifelines, Fall Protection 9000-2020 Each 3.000 95 n r Std Covid-19 Safety Plan Sign 9203-0101 Lump Sum 1.000 11 n c5, u Std Temporary Excavation Support And Protection System, s-38808

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.