Similar Projects
| Last Updated | 05/10/2019 08:16 AM |
| Project Title | SR 4016 - US 219 to SR 4021 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Cambria 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 | This Project Is For The Pavement Preservation Of 5.834 Miles Of Sr 4016 & 4024 In Cambria County. Work Includes Pavement Preservation, Guiderail, Drainage & Signing And Other Miscellaneous Construction On Sr’s 4016 & 4024 As Indicated On The Approved Drawings Included In The Bid Package For State Route 4016, Section 003, In Cambria County, Susquehanna, Chest & Elder Townships, Northern Cambria Borough At The Following Locations: Sr 4016 – Segment 0010, Offset 0000 To Segment 0080 To Offset 1870 Sr 4024 – Segment 0010, Offset 0000 To Segment 0050 To Offset 2226. 0203-0001 Cubic Yard 428.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 1,779.000 01** n c1 Class 1b Excavation 0204-0010 Linear Foot 80.000 02 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 236.000 01** n c1, h, s Class 4 Excavation 0205-0363 Ton 48.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 60.000 02 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0381 Ton 627.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0206-0010 Ton 3,112.000 01** n c1 Select Granular Material (2rc) 0220-0020 Cubic Yard 3.000 01 n k1 Flowable Backfill, Type c 0311-0437 Ton 4,444.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4411-0010 Ton 13,207.000 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 0411-0395 Ton 30.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0494 Ton 5,330.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0411-0593 Ton 354.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-g 0411-7570 Ton 448.000 03 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 149,405.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 16,432.000 01** n f4 Bituminous Prime Coat 0491-0013 Square Yard 59.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 13,637.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0016 Square Yard 3,736.000 03 n f3 Milling Of Bituminous Pavement Surface, 3 1/2" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 7,013.000 01 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 2,399.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 540.000 03 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0601-0313 Linear Foot 144.000 01** n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-7313 Linear Foot 144.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0601-9393 Linear Foot 144.000 01** n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0601-0315 Linear Foot 93.000 01 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-7327 Linear Foot 93.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15' - 2' Fill 0601-9395 Linear Foot 93.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0601-0400 Linear Foot 20.000 02 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill 0601-5401 Linear Foot 4.000 01 n h Relaid Pipe Culvert 0601-5430 Cubic Yard 1.000 01** n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-7308 Linear Foot 24.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill 0601-7313 Linear Foot 20.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0605-2600 Each 3.000 01** n k Type d Endwall 0605-2630 Each 1.000 01 n k Type e-s Endwall 0605-2730 Set 41.000 01** n k Type m Concrete Top Unit And Grate 0605-2850 Each 40.000 01** n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 10.000 01** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0008 Lump Sum 1.000 07 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0610-0001 Linear Foot 1,422.000 01** n h2 4" Pipe Underdrain, Type i Backfill 0612-0001 Linear Foot 170.000 02 n c1, h Subgrade Drains 0615-0021 Linear Foot 20.000 01** n h2 4" Subsurface Drain Outlets 0615-0040 Each 3.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 5.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 9.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 3,450.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 50.000 01** n j Guide Rail Element 0620-0900 Each 1.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,938.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 2,263.000 01** n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 750.000 01** n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 300.000 01** n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0620-1635 Linear Foot 200.000 01** n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 100.000 01** n j Type 31-Scc Guide Rail With 8' Extra Length Posts 0620-1650 Each 10.000 01** n j Type 31-Strong Post End Treatment 0677-0004 Ton 219.000 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 38.000 01** n c1, m Topsoil Furnished And Placed 0804-0006 Pound 39.000 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 55,824.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,960.000 03 n o 4" Standard Pavement Markings, Paint & Beads, White e 0931-0001 Square Foot 831.000 01** n r Post Mounted Signs, Type b o 9931-0001 Square Foot 831.000 01** n m2, r Std Post Mounted Signs, Type b Expanded Foam Backfill 4932-0001 Square Foot 32.000 04 n Yes r Proj Post Mounted Signs, Type c , With Led 0935-0001 Square Foot 73.000 01** n r Post Mounted Signs, Type f 0937-0106 Each 81.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 81.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0334 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0941-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 791.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 74,772.000 03 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 123,216.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 1,080.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 88.000 01** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0151 Each 2.000 02 n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6' - 6", 11' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0965-0224 Each 12.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 9000-0002 Each 2.000 01** n m2 Std Concrete Washout 9000-0005 Each 5.000 01** n x Std Utility Test Hole 9000-0075 Lump Sum 1.000 03 n w Proj Railroad Track Removal 9000-5001 Each 8.000 01 n x Std Design Of Cement Concrete Curb Ramps 9000-5002 Each 8.000 01 n k Std Construction Of Cement Concrete Curb Ramps 9000-6174 Dollar 33,443.000 $1.00 $33,443.00 01 y f Std Superpave Pwt Incentive 9901-0350 Dollar 5,000.000 $1.00 $5,000.00 01 y x Std Railroad Protective Services | ||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
