T-309 Over Lehigh River

For the improvement of a certain section of highway in Lackawanna, Clifton Township, Commonwealth Of Pennsylvania, State Route 7204, Section Brg. The project being situated as follows: Replacement of the bridge carrying Township Road (4th Street) over Lehigh River in Clifton Township, Lackawanna County. The project site is located on the county line separating Lackawanna and Wayne counties and is adjacent to the Big Bass Lake Community. 4th Street intersects Sunnyside Road approximately 600’ north of the project and intersects John Drive approximately 270’ south of the project. The proposed structure will be located upstream of the existing structure and is anticipated to be a 75’-0” single span integral abutment bridge with box-beams. A 5-beam superstructure will be used to allow for future rehabilitation of the bridge deck. The structure layout will require a slight re-alignment of the approach roadways. Traffic will be maintained throughout construction via a single-lane temporary road. The temporary road will be located downstream of the existing structure and will consist of a single 11’ travel lane with a 2’ shoulder upstream and a 5’ shoulder downstream to maintain safe passageway for pedestrian/bicycle traffic throughout construction. Due to the topographical constraints, temporary signals will be required. The proposed bridge width of 30’-0”, consisting of 10’ lanes and 5’ shoulders, will be provided throughout the newly aligned roadway and structure, with exception of one 10’ section on the upstream side of the structure, adjacent to the northern approach. In this section, the shoulder width will vary to a minimum width of approximately 4’-10” due to roadway curvature at this location. The use of 5’ shoulders throughout the majority of the project limits will facilitate access for pedestrian traffic over the bridge per AASHTO Green Book 2011 Section 4.4.2. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,041.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 299.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 48.000 01 n c1, h Class 2 Excavation 0205-0264 Cubic Yard 1,123.000 05 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0264 Cubic Yard 208.000 05 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 , Choked With No.1 Coarse Aggregate 4205-0268 Cubic Yard 347.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-8 , Choked With r-4 0205-0281 Cubic Yard 316.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 223.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,788.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 1,077.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0324 Square Yard 736.000 05 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 1,813.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 150.000 01** n c, e Subbase (No. 2a) 0411-0385 Square Yard 1,948.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-1395 Ton 9.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6350 Square Yard 1,077.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 3,760.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 135.000 05 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 4601-2995 Linear Foot 216.000 05 n Req h Proj 72" Corrugated Aluminum Alloy Pipe, Type i, (3" x 1" Corrugations), 10 Gage o 4601-9215 Linear Foot 216.000 n Req h Proj 72" Corrugated Galvanized Steel Pipe, Type i, (3" x 1" Corrugations), 10 Gage o 4601-8110 Linear Foot 216.000 n Req h Proj 72" Reinforced Concrete Pipe, Type a, 40` - 1.5` Fill, 100 Year Design Life e 0601-7326 Linear Foot 109.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-0402 Linear Foot 105.000 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1254 Each 1.000 n h Thermoplastic End Section For 24" Pipe o 0601-9365 Linear Foot 105.000 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0604 Each 1.000 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe 0601-9365 Linear Foot 6.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2731 Set 2.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 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 0610-7001 Linear Foot 145.000 01 n h2 4" Pavement Base Drain 0612-0001 Linear Foot 78.000 01 n c1, h Subgrade Drains 0615-0021 Linear Foot 21.000 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) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 252.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1625 Linear Foot 213.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 13.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 408.000 05 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` , Slotted 0628-3020 Linear Foot 168.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 4677-0001 Cubic Yard 15.000 01** n Yes c1, e Proj Selected Material Surfacing , Gravel Driveway Adjustment 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0020 Lump Sum 1.000 03 n x Microcomputer, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 4.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639 Each 1.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0803-0001 Cubic Yard 130.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 6.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 34.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 11.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0804-0014 Pound 10.000 01 n m3 Seeding - Formula e 0804-0019 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula n 0806-0113 Square Yard 1,390.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4810-0050 Lump Sum 1.000 01 n Yes a, m1 Proj Selective Tree Removal Including Stump Removal 0811-0003 Linear Foot 386.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 4,000.000 $1.00 $4,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 31.000 01 n c1 Rock, Class r-4 4850-0032 Cubic Yard 29.000 01 n Yes c1 Proj Rock, Class r-4 Choked With Streambed Material 0851-0003 Square Yard 9.000 01 n c1 Rock Apron 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 1.000 01 n Req c1 Proj Removal Sediment And Rock Barrier 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 228.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 873.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0032 Linear Foot 38.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 209.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0725 Each 1.000 05 n p Temporary Traffic Signals (Permanent Only) 0931-0001 Square Foot 55.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 35.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0205 Each 2.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 4937-0312 Each 132.000 05 n Yes r Proj Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/White Sheeting , Portable Base 0937-0314 Each 9.000 05 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0323 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0962-1000 Linear Foot 825.000 05 n o 4" White Waterborne Pavement Markings 0963-0001 Square Foot 283.000 05 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 900.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 1,000.000 01 n o 4" Yellow Epoxy Pavement Markings 0971-0001 Each 25.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 7.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Bridge e 8010-0001 Lump Sum 1.000 02 n Yes s4 Std Bridge Structure, As Designed, l-75 a 1002-0052 Pound 44,721.000 02 n s7 Reinforcement Bars, Epoxy Coated a 5005-1105 Linear Foot 372.000 02 n Yes u Proj Steel Beam Bearing Piles, Hp14x73 , (Galvanized) a 5005-1279 Each 8.000 02 n Yes u Proj Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x73 , With Prongs a 1019-0050 Square Yard 455.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) a 9000-0005 Lump Sum 1.000 02 n c1 Proj Stockpile And Place Native Streambed Material a 9005-0500 Linear Foot 280.000 02 n u Std Mandatory Pre-Drilling For Driven Piles o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Square Yard 138.000 01** n m2 Proj Paved Driveway Adjustment 9000-0002 Linear Foot 192.000 01 n m2 Proj Cofferdam 9000-0003 Linear Foot 576.000 01 n m2 Proj Reset Cofferdam 9000-0004 Lump Sum 1.000 05 n x Proj Aids To Navigation (Aton) Plan 9000-0006 Lump Sum 1.000 01 n x Proj Dry Hydrant 9000-0007 Lump Sum 1.000 01 n x Proj Well Water Testing 9000-0008 Cubic Yard 23.000 01 n c Proj Overexcavation Of Unstable Material In Embankment Foundation 9000-7102 Each 8.000 02 n u Std Dynamic Pile Load Testing 9073-0001 Lump Sum 1.000 02 n v2 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 02 n v2 Std Containment 9077-0001 Lump Sum 1.000 02 n v2 Std Worker Health And Safety 9203-0101 Lump Sum 1.000 02 n u 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.