Similar Projects
| Last Updated | 03/15/2019 09:49 AM |
| Project Title | SR 38 PA 68 to SR 1002 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Butler 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 | $2,500,000 to $4,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | For The Milling, Patching, Bituminous Overlay, Guiderail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 38, Section 204, In Butler County Summit, Oakland, Center, Concord, And Washington Townships From Approximately 542 Feet North Of The Sr 38/Sr68 Intersection At Segment 0010 Offset 0542 To Approximately 0.5 Miles South Of North Washington At Segment 0310 Offset 0250. 0203-0001 Cubic Yard 213.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 1,975.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 2,724.000 01 n c1 Class 1b Excavation 0205-0100 Cubic Yard 87.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 67.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 3,127.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 500.000 $1.0000 $500.00 01 y z Temporary Project Air Pollution Control 4311-0437 Ton 4,922.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 3,519.000 01 n c, e Subbase (No. 2a) 0411-7470 Ton 33,332.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 10,515.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 20,932.000 01 n Yes f4 Proj Bituminous Prime Coat Modified 0467-0001 Square Yard 12,465.000 01 n f2 Heavy Duty Membranes 0491-0019 Square Yard 5,537.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 4,340.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0619-0459 Each 29.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 16.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0012 Each 8.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 63.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 33,561.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0871 Each 28.000 01 n j Buried-In-Backslope Terminal 0620-0900 Each 73.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 32,763.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 5,775.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 300.000 01 n j Type 31-Sc Guide Rail 4620-1645 Linear Foot 1,763.000 01 n Yes j Proj Curved w-Beam Guide Rail At Intersections Modified 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 67.000 01 n j Type 31-Strong Post In-Line Anchor 4677-0002 Ton 281.000 01 n Yes c1, e Proj Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 0802-0002 Ton 20.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 100.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 100.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 500.000 $1.0000 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 20.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0105 Each 140.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 340.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0323 Each 250.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0954-0011 Linear Foot 345.000 01 n p8 1 Inch Conduit 0954-0152 Linear Foot 345.000 01 n c1, p8 Trench And Backfill, Type Ii 0956-0101 Linear Foot 387.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 200,400.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 300.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 263,200.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 100.000 01 n o 24" Yellow Waterborne Pavement Markings 0962-1062 Each 2.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12'-0" x 3'-0" 9000-0309 Linear Foot 4,010.000 01 n h2 Proj Bituminous Pavement Drain 9000-0411 Linear Foot 5,742.000 01 n h2 Proj Bituminous (Wma) Patch Drain 9000-1674 Dollar 75,000.000 $1.0000 $75,000.00 01 y Zz Proj Superpave Pwt Incentive 9205-0200 Cubic Yard 2,188.000 01 n c1 Proj Selected Borrow Excavation, 206 Rock 9311-0437 Ton 960.000 01 n f1 Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix | ||||||||
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| Project Documents |
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