Tab 16 SIR Attach 9 Response to Pre Bid RFI.pdf
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- Solicitation number
- 6973GH-25-R-00138
About this file
This document is a Pre-Bid Request for Information (RFI) for Solicitation Number 6973GH-R-00138, covering a project to remove and replace the parking lot and driveway at the St. Petersburg Airport Traffic Control Tower in Florida. The solicitation involves approximately 27,500 square feet of asphalt concrete removal and replacement, with specific requirements including repairing sub-base and base damaged areas, ensuring proper stormwater drainage, and minimizing damage to existing features like the security gate's slide track.
The federal contract opportunity is a competitive, firm-fixed-price solicitation set aside exclusively for small businesses, with proposals due by May 6, 2025, at 1700 CDT. A mandatory site visit is scheduled for April 23, 2025, at 0900 local time, and potential bidders must register in advance. All questions must be submitted in writing to the Contracting Officer, Bryon R. Nolan, by April 30, 2025, at 1700 CDT. The Federal Aviation Administration (FAA) will award the contract to the lowest-priced, responsive, and responsible offeror.
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Attachment 9 Pre Bid RFI’s 6973GH-R-00138 Remove and Replace Parking Lot & Driveway, St. Petersburg, FL
1. Can a dumpster and construction materials be stored within the fenced control tower area throughout the construction period?
Answer:
Coordinate with SSC/POC.
2. During the site visit, we observed a continuous divot in the center of the road from the original installation, which collects water in several areas. Would the government like this divot filled, with attention to stormwater drainage toward the catch basins? Please refer to the attached photos for reference.
Answer:
This Project is to remove and replace the existing asphalt and along with repairing sub-base & based damaged areas. The final product should be free surficial imperfection and sloped properly such that “NO Ponding” occurs.
SOW Item Number:
5. “Saw cut, remove and replace the existing 2-inch S-1 asphaltic concrete down to the base from the main entrance at Airport Pkwy, west along the access drive, around the building including the parking lot areas, approximately 27,500 ft2.”
15. Ensure appropriate measures are taken to ensure that water flows to the drop inlets or to the curb & gutters that lead to the appropriate drainage structure/area.
3.Is there any information available disclosing the estimated square footages of the parking lot area that needs replacement?
Answer: Excertps from the SOW, SOW Item5. Saw cut, remove and replace the existing 2-inch S-1 asphaltic concrete down to the base from the main entrance at Airport Pkwy, west along the access drive, around the building including the parking lot areas, approximately 27,500 ft2. For supplemental construction information or requirements refer to attached aerial photographs, and Drawings C02 & C03, along with the associated construction details and notes related to the work to be performed. Note: C01 shows 26 parking spaces but the actual number of parking spaces is 29 and 1 handicap space (refer to attached aerial photograph). Contractor shall field verify conditions, dimensions, and quantities. Any discrepancies that may impact the work to be performed shall reported to the FAA upon discovery, in writing. Care shall be taken to minimize damage to the existing features not to be repaired or replaced such as the security gate’s slide track. The gate’s exit traffic loop’s replacement shall be coordinated with the FAA and the time the gate is inoperable shall be minimized.”
Appendix Drawing C02:
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