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Last Updated 12/13/2019 06:15 AM
Project Title

SR 2054 Northern Pike Road Slide

Physical Address View project details and contacts
City, State (County) PA   (Allegheny County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
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

The description and location of the project is as follows: landslide repair and other miscellaneous construction, all as indicated on the approved drawings for State Route 2054, Section A08, in Allegheny County, Municipality of Monroeville, Commonwealth of Pennsylvania. From a point approximately 800 feet west of the intersection of Northern Pike Road with Abers Creek Road at Segment 0050 Offset 0081 to a point approximately 150 feet east of the intersection with Northern Pike Road and Abers Creek Road at Segment 0050 Offset 0738. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,404.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 166.000 01 n c1, h Class 2 Excavation 0205-0281 Cubic Yard 792.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 3,974.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0367 Ton 349.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0212-0014 Square Yard 3,339.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0434 Square Yard 700.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0350-0106 Square Yard 700.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 2,006.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6450 Square Yard 706.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 2,006.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 1,300.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 6.000 01 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor e 4601-7014 Linear Foot 17.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Modified o 4601-0550 Linear Foot 17.000 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Modified e 4601-9365 Linear Foot 24.000 01 n Yes h Std 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Modified o 4601-9065 Linear Foot 24.000 n Yes h Std 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage Modified 0605-2600 Each 1.000 01 n k Type d Endwall 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 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 Equipment Package 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 536.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 350.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 150.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0627-3091 Linear Foot 390.000 01 n j1 Temporary Barrier, Concrete, Plate, f-Shape (Penndot) 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 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 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 4802-0001 Cubic Yard 130.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0003 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 15.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 40.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 990.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0850-0024 Square Yard 130.000 01 n c1 Rock, Class r-6 0854-0002 Each 1.000 01 n h Temporary Slope Pipe 0867-0012 Linear Foot 168.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 261.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0032 Linear Foot 50.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0331 Linear Foot 840.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 54.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0931-0003 Square Foot 9.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 9.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 16.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 16.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 4962-1001 Linear Foot 3,116.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 3,036.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 586.000 01 n o2, o3 Pavement Marking Removal 0965-0160 Each 1.000 01 n o3 White Preformed Thermoplastic Legend, Slow Curve Arrow, Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0965-0161 Each 1.000 01 n o3 White Preformed Thermoplastic Legend, Slow Curve Arrow, Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 1043-0001 Square Foot 3,788.000 01 n k1 Shotcrete 9000-0001 Lump Sum 1.000 01 n c5 Proj Soil Nail Reinforced Slope 9000-0002 Linear Foot 540.000 01 n f1 Std Sawcut Of Existing Pavement 9000-0003 Cubic Yard 1.000 01 n h Std Concrete Pipe Collar 9000-0004 Lump Sum 1.000 01 n m2 Proj Temporary Ditch Crossing 9000-0005 Linear Foot 335.000 01 n m2 Proj Temporary Sandbag Dam 9000-0006 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass #1 9000-0007 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass #2 9000-0008 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass #3 9000-0009 Lump Sum 1.000 52 n h Proj 8" Sanitary Sewer Replacement

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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