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Last Updated | 08/27/2021 02:25 AM |
Project Title | SR 3059 North Road Slide |
Physical Address | View project details and contacts |
City, State (County) | PA (Allegheny County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Slides Correction, Asphalt Paving, Drainage, Guiderail, Signing And Pavement Marking, And Other Miscellaneous Construction, All Within a Length Of 905 Linear Feet (0.171 Miles) As Indicated On The Approved Drawings For State Route 3059, Section a02, In Allegheny County, North Fayette Township, Commonwealth Of Pennsylvania. From Approximately 1.6 Miles West Of Oakdale Borough At Segment 0030 Offset 1103 To Approximately 1.2 Miles East Of The Intersection With Sr 3018 (North Branch Road) At Segment 0030 Offset 2834. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard5,721.000 01nc Class 1 Excavation 0203-0006linear Foot47.000 01ng4 Saw Cutting 0205-0100cubic Yard170.000 01nc1 Foreign Borrow Excavation 0205-0367ton4,890.000 01nc1 Selected Borrow Excavation Rock, Class r-7 0205-0381ton3,555.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001hour4.000 01nc Special Rolling 0208-0002cubic Yard20.000 01nc1 Excavation/Backfill/Compaction 0212-0014square Yard2,597.000 01nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard1,020.000 01nc3, h, m2 Geotextile, Class 4, Type c 0313-0324square Yard1,279.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106square Yard1,279.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0121ton1,053.000 01nc, e Subbase (No. 2a) 0413-0194square Yard1,352.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-6035square Yard1,316.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001square Yard2,668.000 01nf4 Asphalt Tack Coat 0461-0002gallon100.000 01nf4 Asphalt Prime Coat e0601-7313linear Foot68.000 01nh 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o0601-9003linear Foot68.000 01nh 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o0601-9363linear Foot68.000 01nh 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e0604-7313linear Foot320.000 01nh 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill o0604-9003linear Foot320.000 01nh 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o0604-9363linear Foot320.000 01nh 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2781set2.000 01nk Type m Frame And Bicycle Safe Grate 0605-2850each2.000 01nk Standard Inlet Box, Height < /= 10' 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 94nx Inspector's Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 94nxstd Equipment Package 0619-0459each2.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503linear Foot913.000 01nc1, j Remove Existing Guide Rail (Contractor's Property) 0620-0900each1.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot325.000 01nj Type 31-s Guide Rail 0620-1602linear Foot475.000 01nj Type 31-s Guide Rail With 8' Extra Length Posts 0686-0020lump Sum1.000 01nx Construction Surveying, Type b 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0802-0001cubic Yard35.000 01nc1, m Topsoil Furnished And Placed 0804-0003pound16.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001dollar5,000.000$1.00$5,000.0001ym2 Unforeseen Water Pollution Control 0849-0010each2.000 01nc1 Rock Construction Entrance 0851-0001each1.000 01nc1 Rock Energy Dissipator 0855-0003each1.000 01nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0860-0000each2.000 01nm2 Inlet Filter Bag For Type m Inlet 0867-0022linear Foot350.000 01nm2 Compost Filter Sock, 24" Diameter 0901-0001lump Sum1.000 01nq Maintenance And Protection Of Traffic During Construction 0901-0231day50.000 01nq Additional Warning Lights, Type b 0901-0240square Foot150.000 01nq, r Additional Traffic Control Signs 0937-0107each13.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 4962-1001linear Foot1,916.000 01nyesostd 6" White Waterborne Pavement Markings Modified 4962-1005linear Foot1,916.000 01nyesostd 4" Yellow Waterborne Pavement Markings Modified 9000-0001lump Sum1.000 01nc1, h, m2proj Stream Control 9000-0002dollar20,000.000$1.00$20,000.0001yf, f1proj Maintenance Of Project Detour Route |
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