Similar Projects
| Last Updated | 02/01/2019 05:16 AM |
| Project Title | SR 1024 Mountain View Rd |
| Physical Address | View project details and contacts |
| City, State (County) | (Allegheny, Beaver Counties) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Maintenance |
| 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 | For Construction And Reestablishment Of Existing Slopes, Construction Of Soil Nailed Slope Stabilization, Bituminous Pavement, Drainage, Guiderail, Pavement Marking, And Other Miscellaneous Construction, All Within a Length Of 1,283 Linear Feet (0.243 Miles) As Indicated On The Approved Drawings Included In The Bid Package For State Route 1024 Section a02 (Mountain View Road) And State Route 3096 Section a02 (Harper Road), In Allegheny County, West Deer And Crescent Townships, And State Route 1026 Section b04 (Reno Street) In Beaver County, Franklin Township, Commonwealth Of Pennsylvania. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,526.000 01** n c Class 1 Excavation 0205-0281 Cubic Yard 1,138.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0367 Ton 4,398.000 01** n c1 Selected Borrow Excavation Rock, Class r-7 0208-0001 Hour 4.000 01 n c Special Rolling 0212-0001 Linear Foot 358.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,864.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 211.000 02 n c3, h, m2 Geotextile, Class 4, Type c 0311-0322 Square Yard 477.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0327 Square Yard 445.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6 1/2" Depth 0311-0337 Ton 116.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0110 Square Yard 922.000 01** n c, e Subbase 10" Depth (No. 2a) 0350-0120 Cubic Yard 98.000 03 n c, e Subbase (No. 2a) 0411-0384 Square Yard 730.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0411-0385 Square Yard 2,141.000 02** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-6350 Square Yard 477.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 3,677.000 01** n f4 Bituminous Tack Coat 0467-0004 Linear Foot 300.000 03 n f2 Heavy Duty Membranes 24" Width 0491-0012 Square Yard 1,499.000 01** n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0501-0028 Square Yard 350.000 03 n g Plain Cement Concrete Pavement, 8" Depth e 4601-0413 Linear Foot 40.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box Modified a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 4601-7710 Linear Foot 40.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Modified a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0601-5901 Linear Foot 60.000 03 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 1.000 03 n c1, h1 Cleaning Drainage Structures 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 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 0609-0016 Lump Sum 1.000 94 n x Std Equipment Package 0610-0002 Linear Foot 100.000 02 n h2 6" Pipe Underdrain Type i Backfill 0610-7001 Linear Foot 183.000 02 n h2 4" Pavement Base Drain 0610-7002 Linear Foot 175.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 15.000 02 n h2 6" Subsurface Drain Outlets 0619-0459 Each 1.000 02 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 953.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 1.000 02 n j Anchored Backslope Terminal, Type 1 0620-1600 Linear Foot 750.000 02** n j Type 31-s Guide Rail 0620-1605 Linear Foot 232.000 01 n j Type 31-s Guide Rail With Extra Length Posts 0620-1645 Linear Foot 13.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0001 Cubic Yard 56.000 01** n c1, e Selected Material Surfacing 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 $1.0000 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 130.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 10.000 02 n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 65.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 65.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0845-0001 Dollar 3,500.000 $1.0000 $3,500.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 5.000 01** n c1 Rock Construction Entrance 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 2.000 02** n m2 Inlet Filter Bag For Type s Inlet 0860-0010 Each 1.000 02 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 850.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 75.000 01** n q Additional Warning Lights, Type b 0901-0240 Square Foot 150.000 01** n q, r Additional Traffic Control Signs 0937-0107 Each 11.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 11.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 4962-1001 Linear Foot 3,732.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 4,332.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 9000-0001 Each 1.000 02 n r Proj Reset Mailbox 9000-0003 Lump Sum 1.000 02 n c5 Proj Soil Nails 9000-0012 Linear Foot 635.000 01** n g1, g4 Std Sawcut Of Existing Pavement 9000-0030 Each 3.000 02 n x Proj Utility Test Hole 9000-0500 Linear Foot 100.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-0501 Lump Sum 1.000 01 n h Proj Dewatering Pump 9000-2081 Cubic Yard 20.000 01 n c1 Std As Directed Subgrade Undercut 9000-6056 Each 3.000 01** n k Std Core Hole In Inlet Box | ||||||
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| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
