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Last Updated | 12/13/2019 05:53 AM |
Project Title | SR 2022 Resurfacing |
Physical Address | View project details and contacts |
City, State (County) | PA (Berks 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 improvement of sections of SR 2022 located in Berks County as follows: SR 2022 – Amity and Douglass Townships, Segment/Offset 10/0 to Segment/Offset 40/3577 & Segment/Offset 11/0 To Segment/Offset 41/3575. The project involves milling, bituminous overlay, accelerated concrete patching, manual bituminous patching, sawing and sealing of bituminous overlays, longitudinal and transverse joint cleaning and sealing, flexible base replacement, guide rail updates, loop sensors, ADA ramps, pavement markings, and other miscellaneous items. The total construction distance is 3.30 miles (17,438 LF). All work is within the existing right-of-way and is 100% state funded. 0205-0100 Cubic Yard 3.000 01 n c1 Foreign Borrow Excavation 0316-0537 Ton 780.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0411-0582 Square Yard 51,929.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0981 Square Yard 8,136.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-1595 Ton 1,528.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-2595 Ton 1,161.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0450-3510 Ton 632.000 01 n f1 Superpave Asphalt Mixture Design, Wma Binder Course, Manual Patching, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 111,994.000 01 n f4 Bituminous Tack Coat 0460-0003 Square Yard 8,136.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 38,695.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 13,234.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 8,136.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0512-0001 Linear Foot 2,362.000 01 n g1, g4 Longitudinal Joint Cleaning And Sealing 0515-0001 Linear Foot 1,248.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-2007 Linear Foot 216.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 96.000 01 n g1, g4 New Pavement Joint 0516-3037 Square Yard 245.000 01 n g1 Accelerated Concrete Pavement Patching, Type a, 13" Depth 0521-0001 Linear Foot 960.000 01 n g4 Transverse Joint Cleaning And Sealing 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 6.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 2,025.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 1,763.000 01 n j Type 31-s Guide Rail 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0630-0010 Linear Foot 110.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 88.000 01 n k Cement Concrete Sidewalk 0689-0003 Lump Sum 1.000 04 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 04 y x Internal Facilitation e 0695-0004 Square Foot 88.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 88.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 88.000 01 n k Detectable Warning Surface, Polymer Concrete 0804-0012 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula c 0845-0001 Dollar 2,500.000 $1.00 $2,500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 02 n q Proj Maintenance And Protection Of Traffic During Construction 0956-0101 Linear Foot 240.000 01 n p8 Loop Sensor 0960-0021 Linear Foot 400.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 500.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0127 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0224 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 34,876.000 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 37,808.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Each 11.000 01 n k Std Design Of Concrete Curb Ramps 9000-6174 Dollar 21,886.000 $1.00 $21,886.00 01 y f Std Superpave Pwl Incentive |
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