Similar Projects
| Last Updated | 03/15/2019 07:47 AM |
| Project Title | Carroll Road to Huber Street |
| 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 Resurfacing Of Sr 4019 In Cambria County. Work Also Includes Full Depth Reclamation, Tree Trimming, Guiderail, Drainage & Signing Upgrades And Other Miscellaneous Construction As Indicated On The Approved Drawings Included In The Bid Package For State Route 4019, Section 005, In Cambria County, Various Townships At The Following Location: Sr 4019 - Segment 0010, Offset 0000 To Segment 0100 To Offset 2234. 0203-0001 Cubic Yard 36.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 8.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 4,655.000 01 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 2,730.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 36.000 01 n c1 Selected Borrow Excavation 0206-0010 Ton 512.000 01 n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 3,646.000 01 n c3, h, m2 Geotextile, Class 1 0220-0020 Cubic Yard 134.000 01 n k1 Flowable Backfill, Type c 0311-0337 Ton 42.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 4344-0236 Square Yard 53,912.000 01 n Yes c1, f3 Std Full Depth Reclamation, Chemical Stabilization 10" Depth Excluding Stabilizing Additive 0411-0384 Square Yard 71,229.000 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 0411-1395 Ton 901.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6370 Ton 6,764.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 141,646.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 12,569.000 01 n f4 Bituminous Prime Coat 0491-0011 Square Yard 42.000 01 n f3 Milling Of Bituminous Pavement Surface, 1" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 13,607.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 479.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor e 0601-0413 Linear Foot 1,273.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box o 0601-0763 Linear Foot 1,273.000 01 n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 1,273.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 130.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0604-0313 Linear Foot 3,645.000 01 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-4014 Linear Foot 3,645.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 4605-2732 Set 26.000 01 n Yes k Proj Type m Concrete Top Unit And Vane Grate Two Piece Vane Grate 4605-2742 Set 8.000 01 n Yes k Proj Type s Concrete Top Unit And Vane Grate Two Piece Vane Grate 0605-2850 Each 35.000 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 4610-7002 Linear Foot 43,657.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7400 Cubic Yard 364.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 920.000 01 n h2 6" Subsurface Drain Outlets 0619-0459 Each 15.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,675.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0595 Linear Foot 50.000 01 n Yes j Std Structure Mounted Guide Rail Modified 0620-1600 Linear Foot 3,649.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 2,450.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 113.000 01 n j Type 31-Sc Guide Rail 0677-0002 Ton 124.000 01 n c1, e Selected Material Surfacing 4686-0040 Lump Sum 1.000 01 n Yes x Std Construction Surveying, Type c Modified 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 0703-0025 Cubic Yard 432.000 01 n c1, h No. 57 Coarse Aggregate 0810-0027 Linear Foot 14,594.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 5.000 01 n a, m1 Selective Tree Removal 0850-0032 Cubic Yard 700.000 01 n c1 Rock, Class r-4 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction e 0931-0001 Square Foot 589.000 01 n r Post Mounted Signs, Type b o 9931-0001 Square Foot 589.000 01 n r Std Post Mounted Signs, Type b, Expanded Foam Backfill 0935-0001 Square Foot 117.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 20.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 79.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0332 Each 215.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 67.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0337 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0945-0001 Each 10.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 108,564.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 108,564.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 9000-0002 Each 1.000 01 n m2 Std Concrete Washout 9000-0005 Each 10.000 01 n x Std Utility Test Hole 9000-0024 Dollar 10,000.000 $1.0000 $10,000.00 01 y e, g Std Repair Of Detour Route 9000-0032 Dollar 20,000.000 $1.0000 $20,000.00 01 y m1 Std Unforeseen Tree Removal 9000-0070 Lump Sum 1.000 01 n x Proj Railroad Track Removal 9000-0071 Lump Sum 1.000 01 n m1 Std Scm Detention Basin Maintenance 9000-0700 Ton 1,867.000 01 n g Std Stabilizing Additive 9000-6174 Dollar 25,320.000 $1.0000 $25,320.00 01 y f Std Superpave Pwt Incentive | ||||||||||||
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