Similar Projects
| Last Updated | 04/03/2019 02:27 AM |
| Project Title | SR 30 Resurfacing |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Franklin 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 | Pavement Preservation Project That Will Consist Of Base Repair, Bituminous Overlay, Inlet Replacement, Inlet Adjustments, Sign Updates, New Pavement Markings, And Other Miscellaneous Construction, All As Indicated On The Approved Drawings Included In Bid Package For State Route 0030, Section 0139, In Franklin County Guilford And Greene Townships From Approximately 100 Ft East Of The Intersection With Norlo Drive At Segment 0490 Offset 0869 To Approximately 520 Ft West Of Sr 997 At Segment 0550 Offset 2196. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 11.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 329.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 13.000 01 n c1, h Class 2 Excavation 0205-0363 Ton 5.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 17.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0381 Ton 261.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0390 Ton 38.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 257.000 01 n c1 Select Granular Material (2rc) 0311-0428 Square Yard 741.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0316-0436 Square Yard 338.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12" Depth 0350-0106 Square Yard 741.000 01 n c, e Subbase 6" Depth (No. 2a) 0404-0012 Dollar 39,000.000 $1.0000 $39,000.00 01 y e, f Bituminous Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 20,000.000 $1.0000 $20,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0465 Ton 676.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, Srl-l 0411-2495 Ton 5,921.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0001 Square Yard 204,862.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 630.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 9,188.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0601-5430 Cubic Yard 3.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 500.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7313 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0605-1300 Each 5.000 01 n c1, h1 Cleaning Drainage Structures 0605-2701 Each 3.000 01 n k Bicycle Safe Inlet Grate 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 3.000 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' 0605-2851 Each 2.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0606-0050 Set 11.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0619-0459 Each 21.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 25.000 01 n j Reset Guide Rail 0620-0502 Linear Foot 5,388.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-1600 Linear Foot 2,363.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,688.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 263.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 63.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 30.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 30.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 08 y x Internal Facilitation e 0695-0002 Square Foot 32.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 32.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 32.000 01 n k Detectable Warning Surface, Polymer Composite 0802-0001 Cubic Yard 102.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 103.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 163,468.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 33,340.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,536.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0931-0003 Square Foot 112.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 185.000 01 n r Post Mounted Signs, Type f 0937-0332 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0339 Each 13.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type f 0956-0101 Linear Foot 397.000 01 n p8 Loop Sensor 0960-0001 Linear Foot 340.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 320.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 33,340.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 384.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 40,942.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0224 Each 46.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0966-0011 Each 425.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 9000-0001 Each 1.000 01 n k Proj Rebuilt Inlet Box 9000-0005 Each 1.000 01 n z Proj Mailbox Relocation 9000-1000 Each 30.000 51 n k Std Grade Adjustment Of Sanitary Sewer Manhole 9411-4952 Square Yard 98,679.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 9605-0001 Each 1.000 01 n k Proj Cast In Place Type m Inlet And Bicycle Safe Grate 9676-0001 Square Yard 12.000 01 n k Proj Cement Concrete Sidewalk Modified | ||||||||
| Details |
|
||||||||
| Bidder's List | View project details and contacts | ||||||||
| Prospective Bidders | View project details and contacts | ||||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
