Similar Projects
| Last Updated | 06/07/2019 08:26 AM |
| Project Title | SR 0326 - Main Rd to US 30 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Bedford 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 | $1,000,000 to $2,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This Project Is For The Pavement Preservation Of Approximately 5.40 Miles Of Sr 0326 In Bedford County. Work Includes Milling And Resurfacing, Drainage, Guiderail, Signing And Traffic Signal Upgrades And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0326, Section 005, In Bedford County, Colerain & Snake Spring Townships At The Approximate Location: Segment 0370, Offset 0000 To Segment 0470, Offset 2647. 0203-0001 Cubic Yard 37.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 404.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 535.000 01 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 393.000 01 n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 24.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 2,595.000 01 n c1 Select Granular Material (2rc) 0311-0422 Square Yard 1,647.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 36.000 01 n c, e Subbase 6" Depth (No. 2a) 4411-0010 Ton 12,789.000 01 n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0411-0493 Ton 972.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0460-0003 Square Yard 91,035.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 12,072.000 01 n f4 Bituminous Prime Coat 0491-0017 Square Yard 8,108.000 01 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 24.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0601-0313 Linear Foot 274.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-7313 Linear Foot 274.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0601-9393 Linear Foot 274.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2"Corrugations), 14 Gage 0601-0419 Linear Foot 85.000 01 n h 36" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box 0601-7737 Linear Foot 85.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box o 0601-4399 Linear Foot 85.000 01 n h 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2"Corrugations), 14 Gage, Shore/Trench Box 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 242.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7314 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill 0605-2600 Each 19.000 01 n k Type d Endwall 0605-2610 Each 4.000 01 n k Type d-e Endwall 0605-2620 Each 1.000 01 n k Type d-w Endwall 0605-2700 Each 1.000 01 n k Inlet Grate 0605-2780 Set 10.000 01 n k Type m Frame And Grate 0605-2850 Each 11.000 01 n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0001 Linear Foot 527.000 01 n h2 4" Pipe Underdrain, Type i Backfill 0615-0021 Linear Foot 20.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1252 Each 6.000 01 n h Thermoplastic End Section For 18" Pipe 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 1,763.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 1,338.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 263.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0633-0225 Linear Foot 65.000 01 n k Plain Concrete Mountable Curb, Type b 0677-0004 Ton 193.000 01 n c1, e Selected Material Surfacing 0686-0041 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 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 13.000 01 n c1, m Topsoil Furnished And Placed 0804-0006 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 3,444.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,444.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 489.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 92.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 23.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 23.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0334 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 200.000 01 n p8 Loop Sensor 0956-0121 Each 1.000 01 n p Loop Amplifier, 1 Channel Shelf Mounted With Timer 0962-1000 Linear Foot 114,028.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 114,028.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0021 Linear Foot 28.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0222 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0965-0224 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 9000-0002 Each 1.000 01 n m2 Std Concrete Washout 9000-0005 Each 3.000 01 n x Std Utility Test Hole 9000-6174 Dollar 21,837.000 $1.00 $21,837.00 01 y f Std Superpave Pwt Incentive | ||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
