Roadway Resurfacing-Multiple Sites
| Agency: | Miami-Dade County |
|---|---|
| State: | Florida |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Sep 19, 2024 |
| Due Date: | Oct 30, 2024 |
| Solicitation No: | MCC 7360 RPQ 20240156 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
Solicitation Details - MCC 7360 RPQ 20240156
Title:
Roadway Resurfacing-Multiple Sites
Opening Date:
10/30/2024 2:00:00 PM
Announcement Info:
Scope of Work: (Contractor must obtain and submit all permits prior to performing any work). Work under this Contract includes furnishing of all supervision, labor, materials, tools, equipment and performing all operations required to construct the Work in accordance with the Contract Documents. Work includes but is not limited to the following: Milling and resurfacing, widening and resurfacing of intersecting streets, up to the existing joint at the side street or up to the point of curvature as determined by the Engineer or as indicated in the Plans, resurfacing of asphaltic pathways (pedestrian, bicycle, etc.) adjacent or not to the edge of pavement as necessary, temporary utility repairs (cold patches), clearing and excavating of shoulder areas or build-up, as directed by the Engineer; grading and clean-up of adjacent shoulders and removal of roots, as required, pavement markings including the installation of reflective pavement markers (blue/blue) at fire hydrant locations, sidewalk, sidewalk curbs and connectors, and pedestrian ramps. The Engineer will make the final determination of any changes required due to conflict of design and or field conditions. Resurfacing work may include any of the following: 1. Application of asphaltic concrete surface course to existing wearing course. 2. Application of asphaltic concrete leveling courses to existing wearing surfaces prior to and in preparation for item 1 above. 3. Application of asphaltic concrete to previously primed rock roads. 4. Fathering of the asphaltic concrete mat on private driveways to a point two (2) feet from the edge of the roadway. Resurfacing of the remainder of private driveways is expressly prohibited under this Contract, unless directed by the Engineer. 5. Adjustment of all storm water, water and sewer valves and manholes prior to resurfacing. All adjustments shall be made by the built-up method, not by the use of adjustment of rings.
Technical Certification:
Paving; General Engineering
Commodities
| Code | Description |
| 21055 | PAVING AND STEPPING BLOCKS |
Solicitation Package/Addendums
| Type | File Name |
| Package | MCC_7360_RPQ_20240156.pdf |
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