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Last Updated | 02/25/2022 09:54 AM |
Project Title | Roadway Resurfacing-Multiple Sites |
Physical Address | View project details and contacts |
City, State (County) | FL (Miami-Dade 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 | $3,026,487 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 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. Location of Work 1. NW 32 Ave from Okeechobee Rd to NW 36 St 2. SW 48 St from SW 82 Ave to SW 97 Ave 3. SW 47 Ter from SW 107 Ave to SW 117 Ave 4. SW 102 Ave from SW 24 St to SW 8 St 5. NW 82 Ave from NW 178 St to NW 186 St 6. NW 22 Ave from NW 151 St to NW 163 St 7. NW 67 Ave from NW 138 St to SR826 8. SW 216 St from Old Cutler Rd to Fl Turnpike Exp. 9. SW 167 Ave from SW 320 St to SW 306 St |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |