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Last Updated 07/30/2021 06:17 AM
Project Title

SR 307 Over Green Run

Physical Address View project details and contacts
City, State (County) PA   (Lackawanna County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Improvement Of Certain Section Of Highways And Bridges In Lackawanna County, Roaring Brook And Spring Brook Townships, Commonwealth Of Pennsylvania, State Route 0307, Section d54. This Project Involves The Full Replacement Of a Culvert That Crosses Under a Four Lane Road, State Route 307 (Scranton Pocono Highway) Over Green Run In Roaring Brook Township, Lackawanna County. When The Roadway Was Originally 2 Lanes Wide, a Concrete Culvert Was Installed About 60 Feet Long. When The Road Was Widened To 4 Lanes, The Culvert Was Extended Approximately 15 Feet On Each End With Stone Arch Culverts. The Entire Culvert And Headwalls Have Deteriorated To Poor Condition And Will Be Replaced. The Shoulders And Roadway Embankment That Has Eroded Will Be Restored And Stabilized. The Replacement Culvert Will Be a New Culvert Located Approximately 25-Feet South Of The Existing Culvert, On The Same Skew As The Existing Structure. The New Culvert Will Be a 10- Foot By 7-Foot (Span By Rise) Box Culvert With An Effective Rise Of 5.5’, Which Includes The Incorporation Of 18-Inch-High Fish Baffles Ultimately Embedded With Natural Streambed Material. The Existing Stream Will Be Shortened In The Upstream Reach To Tie Into The New Culvert Location. a New Stream Channel Will Be Constructed From The New Culvert Outlet To The Existing Channel. The Project Will Involve Realigning Sr 2019 Where It Intersects Sr 307 To Accommodate Large Vehicle Turning Movements. The Shoulders On Sr 307 Will Be Widened To Meet Current Standards. New Drainage Structures Will Be Constructed To Maintain Stormwater Flows At The Site. Traffic Will Be Maintained During Construction On Sr 307. a Single Lane In Each Direction On Sr 307 Will Be Maintained During Half Width Construction. Other Work Includes Guiderail, Pavement, Pavement Markings, And Landscaping. All Work Contained Within An Overall Length Of 2701 Linear Feet (0.512 Miles) As Indicated On The Approved Drawings Included In The Bid Package. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard1,014.000 01nc Class 1 Excavation 0203-0004cubic Yard1,511.000 01nc1 Class 1b Excavation 0204-0001cubic Yard214.000 01nc1, h Class 2 Excavation 0204-0150cubic Yard7.000 01nc1, h, s Class 4 Excavation 0205-0264cubic Yard134.000 01nc1 Selected Borrow Excavation Rock, Class r-4 4205-0266cubic Yard46.000 03nyesc1proj Selected Borrow Excavation Rock, Class r-6 , Grouted 0212-0001linear Foot951.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard3,464.000 01nc3, h, m2 Geotextile, Class 4, Type a 0220-0010cubic Yard205.000 03nk1 Flowable Backfill, Type b 0221-0011square Yard2,399.000 01nc3, m2 Geogrids, Class 3, Type b 0313-0322square Yard659.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0420square Yard2,415.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106square Yard3,097.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0114square Yard16.000 02nc, e Subbase 14" Depth (No. 2a) 0413-0245square Yard4,484.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6045square Yard2,415.000 01**Nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003square Yard6,897.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0491-0012square Yard1,410.000 02nf3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e0601-0353linear Foot95.000 01nh 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a0616-1252each1.000 01nh Thermoplastic End Section For 18" Pipe o0601-7313linear Foot95.000 01nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a0616-1202each1.000 01nh Concrete End Sections For 18" Pipe o0601-9003linear Foot95.000 01nh 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a0616-0009each1.000 01nh Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e4601-0353linear Foot27.000 01nreqhproj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o4601-7313linear Foot27.000 Nreqhproj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o4601-9003linear Foot27.000 Nreqhproj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-6100linear Foot102.000 01nh 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 0601-6118linear Foot55.000 01nh 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill, 50 Year Design Life 0605-2401set1.000 01nk Manhole Frame And Cover 0605-2600each2.000 01nk Type d Endwall 0605-2620each1.000 01nk Type d-w Endwall 0605-2780set2.000 01nk Type m Frame And Grate 0605-2850each2.000 01nk Standard Inlet Box, Height < /= 10` 0605-3011each1.000 01nk Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0606-0150set1.000 01nc1, k Grade Adjustment Of Existing Manholes 0608-0001lump Sum1.000 04nx Mobilization 0609-0003lump Sum1.000 05nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 05nxstd Equipment Package 0610-7002linear Foot951.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard7.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot55.000 01nh2 6" Subsurface Drain Outlets 0615-0040each3.000 01nh2 Subsurface Drain Outlet Endwall 0615-0066each3.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459each3.000 01**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each2.000 01nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400each2.000 01**Nj Terminal Section, Single 0620-0503linear Foot549.000 01**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot651.000 01**Nj Type 31-s Guide Rail 0620-1625linear Foot25.000 01nj Type 31-Sc Guide Rail 0620-1645linear Foot13.000 02nj Curved w-Beam Guide Rail At Intersections 0620-1660each1.000 01nj Type 31-Strong Post Anchor Terminal 0620-1670each1.000 02nj Type 31-Strong Post In-Line Anchor 0623-0052linear Foot29.000 01nj1 Single Face Concrete Barrier 0623-0122each2.000 01nj1 End Transition, Single Face Concrete Barrier 4627-3019linear Foot569.000 02nyesj1proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` , 32" Height 4628-3019linear Foot640.000 02nyesj1proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` , 32" Height 0636-0001linear Foot100.000 01nf1, k Asphalt Concrete Curb 4656-0005square Yard697.000 01**Nyese, Fproj Paved Shoulders, Type 6- Sp , 7 1/2" Depth 0660-0001linear Foot280.000 01nf3 Milled Asphalt Pavement Centerline Rumble Strips Type 1 0660-0004linear Foot1,160.000 01nf3 Milled Asphalt Pavement Edgeline Rumble Strips 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0639each2.000 02nj1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639each7.000 02nj1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020cubic Yard667.000 01nc1, h No. 1 Coarse Aggregate 0703-0025cubic Yard2.000 01nc1, h No. 57 Coarse Aggregate 0703-0026cubic Yard3.000 01nc1, h No. 3 Coarse Aggregate 0802-0001cubic Yard162.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound22.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003pound29.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0005pound50.000 01nm3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006pound114.000 01nm3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0014pound20.000 01nm3 Seeding - Formula e 0806-0112square Yard1,389.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0141square Yard890.000 01nm2 Permanent Rolled Erosion Control Product, Type 5b 0808-3071each8.000 01nm Red Maple - (1" Cal. b.r) 0808-3181each8.000 01nm White Ash - (1" Cal. b.r.) 0808-3270each8.000 01nm American Sycamore - (1" Cal. b.r.) 0808-4091each8.000 01nm Silky Dogwood - (2` Ht. b.r.) 0810-0050lump Sum1.000 01na, m1 Selective Tree Removal 0811-0003linear Foot283.000 01nj2, m Temporary Protective Fence 0850-0022square Yard118.000 01nc1 Rock, Class r-4 0850-0031cubic Yard2.000 01nc1 Rock, Class r-3 0850-0033cubic Yard12.000 01nc1 Rock, Class r-5 0851-0003square Yard20.000 01nc1 Rock Apron 0855-0003each3.000 01nm2 Pumped Water Filter Bag 0855-0004each3.000 01nm2 Replacement Pumped Water Filter Bag 0856-0001each1.000 01nc1 Removal Sediment And Rock Barrier 0860-0000each1.000 01nm2 Inlet Filter Bag For Type m Inlet 4860-0010each1.000 01nyesm2proj Concrete Block/Gravel Inlet Protection For Type m Inlet (With Temporary Pipe) 0867-0018linear Foot1,193.000 01nm2 Compost Filter Sock, 18" Diameter 4867-0018linear Foot296.000 01nyesm2proj Compost Filter Sock, 18" Diameter , With #6 Steel Bar Anchors 0867-0032linear Foot53.000 01nc1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001lump Sum1.000 02nqproj Maintenance And Protection Of Traffic During Construction 0901-0120each2.000 02nq Speed Display Sign 0901-0203each3.000 02nq Arrow Panel 0901-0231day100.000 02nq Additional Warning Lights, Type b 0901-0240square Foot100.000 02nq, r Additional Traffic Control Signs 0901-0320linear Foot13,088.000 02no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot7,877.000 02no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot40.000 02no 24" Standard Pavement Markings, Paint & Beads, White 0901-0451each2.000 02nq 3-Line Changeable Message Sign Without Telecommunications 0931-0001square Foot111.000 01nr Post Mounted Signs, Type b 0935-0001square Foot43.000 01nr Post Mounted Signs, Type f 0937-0106each9.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113each9.000 01nj, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0201each1.000 01nj1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0323each13.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0941-0001each2.000 01nr Reset Post Mounted Signs, Type b 0942-0002each2.000 01nr Reset Post Mounted Signs, Type c 0945-0001each2.000 01nr Reset Post Mounted Signs, Type f 0962-1000linear Foot5,735.000 01no 4" White Waterborne Pavement Markings 0962-1001linear Foot995.000 01no 6" White Waterborne Pavement Markings 0962-1005linear Foot6,378.000 01no 4" Yellow Waterborne Pavement Markings 0963-0004linear Foot20,509.000 02no2, o3 4" Pavement Marking Removal 0963-0006linear Foot892.000 02no2, o3 6" Pavement Marking Removal 0966-0300each102.000 02no1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001each8.000 01nr Remove Post Mounted Signs, Type b 0975-0001each5.000 01nr Remove Post Mounted Signs, Type f 1018-0070lump Sum1.000 03nc1, t1proj Removal Of Portion Of Existing Culvert e8510-0001lump Sum1.000 03ns4std Precast Reinforced Concrete Box Culvert, As Designed, s-39544 a1002-0053pound5,600.000 03ns7 Reinforcement Bars, Epoxy Coated o8520-0001lump Sum1.000 03ns4std Cast-In-Place Reinforced Concrete Box Culvert o8510-0002lump Sum1.000 03ns4std Precast Reinforced Concrete Box Culvert 9000-0001linear Foot104.000 01nm2proj Cofferdam 9000-0002linear Foot191.000 01nm2proj Reset Cofferdam 9000-0003lump Sum1.000 01nhproj Temporary Culvert Extension/Shoulder Stabilization 9000-0004linear Foot22.000 01njproj Remove And Reset Fence 9000-0005each1.000 01np8proj Remove And Reset Light Pole 9000-0006each1.000 01nxproj Remove And Reset Mailbox 9000-0007square Yard170.000 01nfproj Paved Driveway Adjustment 9000-0008square Yard80.000 01nc1, Eproj Gravel Driveway Adjustment 9000-0009lump Sum1.000 01nh, k1proj Design And Construct Drainage Through Existing Culvert 9000-0010linear Foot134.000 01nfproj Staggered Transverse Joint 9000-0011lump Sum1.000 01nm2proj Temporary Pump By-Pass System 9000-0012lump Sum1.000 03na, c1proj Stockpile And Place Native Streambed Material 9000-0013cubic Yard25.000 03nc1proj Overexcavation And Backfilling With Coarse Aggregate Under Foundation 9000-0014cubic Yard2.000 01nm, m2proj Compost For Rock Barrier 9000-0015each2.000 01nhproj Concrete End Sections For 14" x 23" Elliptical Pipe 9000-0016cubic Yard50.000 03nc1proj Green Run Streambed Mix 9203-0101lump Sum1.000 03nc1, s5std Temporary Excavation Support And Protection System 9203-0102lump Sum1.000 03nc1, s5std Temporary Excavation Support And Protection System

Details

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.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents