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Last Updated 02/20/2021 01:39 AM
Project Title

209/115 Interchange Improvement - Phase 2

Physical Address View project details and contacts
City, State (County) PA   (Monroe County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $15,000,000 to $19,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This partial Design/Build project is for the construction of roundabouts at the SR 209/SR 115 intersection and the SR 209/Pleasant Valley Lane intersection, installation of a new traffic signal, pedestrian accommodations, retaining wall, lighting system and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0209, Section 16s, In Monroe County, Chestnuthill Township, SR 209 from approximately Fawn Valley Drive at segment 0140 offset 1321 to approximately 900 feet past Erin Lane at segment 0160 offset 0858 and SR 115 from approximately SR 209 at segment 0010 offset 0503 to approximately 800 feet past Countryside Drive at segment 0020 offset 1338. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0202-0001lump Sum1.000 01nbproj Demolition 0202-0002lump Sum1.000 01nbproj Demolition 0202-0003lump Sum1.000 01nbproj Demolition 0203-0001cubic Yard66,746.000 01nc Class 1 Excavation 0203-0004cubic Yard6,473.000 01nc1 Class 1b Excavation 0204-0001cubic Yard1,462.000 01nc1, h Class 2 Excavation 0204-0150cubic Yard804.000 01nc1, h, s Class 4 Excavation 4208-0001hour72.000 01nyescproj Special Rolling , Adjusted 0212-0001linear Foot11,272.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard81,110.000 01nc3, h, m2 Geotextile, Class 4, Type a 0220-0020cubic Yard15.000 02nk1 Flowable Backfill, Type c 0313-0422square Yard10,398.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0426square Yard34,459.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0435square Yard24,355.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 11 " Depth 0316-0426square Yard332.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0316-0437ton587.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106square Yard34,029.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0107square Yard17,698.000 01nc, e Subbase 7" Depth (No. 2a) 0350-0108square Yard28,396.000 01nc, e Subbase 8" Depth (No. 2a) 0350-0120cubic Yard1,436.000 01nc, e Subbase (No. 2a) 0413-0201ton83.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-e 0413-0244square Yard17,288.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-0245square Yard30,822.000 01nf 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 0413-0297square Yard27,654.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-1029ton291.000 01nf Superpave Asphalt Mixture 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9000-0214dollar5,000.000$1.00$5,000.0001yxproj Sealing Of Abandoned Wells 9000-0686lump Sum1.000 01nxproj Verify And Stake Utility Pole Locations 9000-0694each90.000 08nxstd Design Of Concrete Ramps (By Ramp) 9000-1001linear Foot195.000 01nkproj Concrete Curb Special, Sr 0209 Sta 81+20.00 To Sta 83+08.02, Right 9000-1002linear Foot54.000 01nkproj Cement Concrete Sidewalk Special, Sr 0209 Sta 87+14.90 To Sta 87+68.38, Right 9000-1003linear Foot130.000 01nkproj Cement Concrete Sidewalk Special, Sr 0209 Sta 87+68.38 To Sta 88+97.74, Right 9000-1004linear Foot67.000 01nkproj Concrete Curb Special, Sr 0209 Sta 106+36.06 To Sta 106+98.42, Left 9000-1005linear Foot35.000 01nkproj Concrete Curb Special, Sr 0209 Sta 106+38.71 To Sta 106+73.39, Right 9000-1006linear Foot97.000 01nkproj Concrete Curb Special, Sr 0209 Sta 98+49.00 To Sta 99+43.74, Left 9000-1007linear Foot146.000 02nhproj 19" x 30" Reinforced Concrete Pipe In Concrete Cradle 9000-1008linear Foot61.000 02nhproj 30" Reinforced Concrete Pipe In Concrete Cradle 9000-1009linear Foot253.000 02nhproj 18" Reinforced Concrete Pipe In Concrete Cradle 9000-1013each39.000 01nkproj Flared Concrete Encasement 9000-1014each3.000 01nhproj Modify Existing Inlet Box To Accommodate New Pipe e9000-1015linear Foot126.000 02nhproj 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal (Open Joint), 7` - 3`, 100 Year Design Life o9000-1016linear Foot126.000 02nhproj 14" x 23" Perforated Elliptical Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life 9000-1019each25.000 01nhproj Temporary Inlet Cap 9000-1020each21.000 02nhproj Cleanout / Inspection Port 9000-1021cubic Yard3,069.000 01nmproj Soil Amendment 9000-1022each2.000 01nhproj Skimmer 9000-1023linear Foot60.000 01nhproj Weighted Sediment Filter Tube 9000-1214dollar5,000.000$1.00$5,000.0001yxproj Adjustment Of Existing Well Casings 9000-2002lump Sum1.000 01nxproj Health And Safety Plan 9000-2003lump Sum1.000 01nxproj Site Work Plan 9000-2004lump Sum1.000 01nxproj Excavation, Sampling, Analysis And Reporting 9000-2005dollar68,000.000$1.00$68,000.0001yxproj Management Of Fill 9000-2006dollar11,600.000$1.00$11,600.0001yxproj Event-Specific Soil Or Media Sampling And Analysis 9000-2007dollar23,000.000$1.00$23,000.0001yb1, Xproj Hazardous Material Removal And Disposal 9000-2008ton500.000 01nxproj Offsite Disposal Of Hazardous Waste 9000-2009ton6,000.000 01nxproj Offsite Disposal Of Non-Hazardous Waste, Residual Waste 9000-2010ton6,000.000 01nxproj Offsite Disposal Of Non-Hazardous Waste, Regulated Fill 9000-2024each44.000 01nxproj Building Inspection 9000-3001each24.000 09np8proj Ornamental Aluminum Light Pole 9000-3002each3.000 09np8proj Ornamental 4-Foot Bracket Arm 9000-3003each21.000 09np8proj Ornamental 8-Foot Bracket Arm 9000-3004each9.000 09np8proj Ornamental Luminaire, 110w Led, Type Ii, With Pendant Adapter, Arm Mount 9000-3005each4.000 09np8proj Ornamental Luminaire, 180w Led, Type Iii, With Pendant Adapter, Arm Mount 9000-3006each1.000 09np8proj Ornamental Luminaire, 55w Led, Type Iv, With Pendant Adapter, Arm Mount 9000-3007each7.000 09np8proj Ornamental Luminaire, 180w Led, Type Iv, With Pendant Adapter, Arm Mount 9000-3008each3.000 09np8proj Ornamental Luminaire, 180w Led, Type Ii, With Pendant Adapter, Arm Mount 9000-3009dollar5,000.000$1.00$5,000.0009yp8proj Ppl Energy Services For Highway Lighting 9000-4001square Yard30,822.000 01nfproj Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 4" Depth 9000-4002square Yard24,179.000 01nfproj Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 4" Depth

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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