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Last Updated | 05/01/2020 06:27 AM |
Project Title | SR 2102 Forbes 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 using driven piles, paving, drainage, guiderail, signing and pavement markings and other miscellaneous construction, all within a length of 1420.32 linear feet (0.269 miles) as indicated on the approved drawings for state route 2102, section a02, in allegheny county, trafford borough, Commonwealth of Pennsylvania. The project being located as follows: From approximately 0.3 miles east of Broadway Blvd (SR 0130) at Segment 0010 Offset 1450 to approximately 0.0 miles west of Westmoreland Road at Segment 0010 Offset 2450. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 926.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 1,225.000 01 n g4 Saw Cutting 0205-0100 Cubic Yard 15.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 292.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0267 Cubic Yard 2,754.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0268 Cubic Yard 1,828.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 0205-0281 Cubic Yard 693.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 1,493.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0426 Square Yard 541.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0110 Square Yard 541.000 01 n c, e Subbase 10" Depth (No. 2a) 0413-0245 Square Yard 3,714.000 01 n f 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 0413-6045 Square Yard 541.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 4,255.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 786.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 3,173.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4601-7313 Linear Foot 42.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified 4601-9101 Linear Foot 22.000 01 n Yes h Proj 48" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage Modified 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 Std Equipment Package 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,250.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,250.000 01 n j Type 31-s Guide Rail 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0627-3020 Linear Foot 996.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 46.000 01 n Req c1, m Std Topsoil Furnished And Placed 0804-0004 Pound 12.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 47.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 4962-1001 Linear Foot 4,900.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 4,900.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 5005-1113 Linear Foot 5,345.000 01 n Yes u Proj Steel Beam Bearing Piles, Hp12x53 Modified 1005-1253 Each 264.000 01 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x53 1005-1715 Each 3.000 01 n u Steel Hp12x53 Test Pile 9000-0001 Each 1.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-0003 Each 1.000 01 n h Proj Temporary Pumped Water Bypass System 9000-0004 Lump Sum 1.000 01 n x Proj Waste Management Plan 9000-0005 Lump Sum 1.000 01 n c1 Proj Stockpiling Of Soil 9000-0006 Each 4.000 01 n v2 Proj Soil Sampling For Disposal 9000-0007 Ton 787.000 01 n v2 Proj Off-Site Disposal Of Waste 9000-0008 Cubic Yard 3.000 01 n h Std Concrete Pipe Collar 9000-9015 Dollar 10,000.000 $1.00 $10,000.00 01 y j3 Std Repair Temporary Impact Attenuating Device |
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