QUESTIONS AND ANSWERS EPOXY FLOORING .pdf
PDF 60 KB Posted
- Attached to
- Concrete Epoxy Pad Covering
- Solicitation number
- FA2823-25-Q-A030
About this file
This document appears to be a Questions and Answers (Q&A) document for an interior floor refinishing project involving concrete epoxy application and expansion joint repair. The project covers multiple areas including a Communication Room, Kitchen, two bathrooms, Conference Room, and Office space, which will all receive a High Performance Epoxy Primer and Finish System. Key technical details include using RS-88 Polyurea Joint Filler for ½ inch joints with 2-inch depth, and alternative products are permitted if they meet or exceed Sherwin Williams technical specifications. The project falls under Davis-Bacon Act wage requirements, with a General Maintenance Worker wage determination of $28.67 plus 42.9% fringe benefits. A site visit is not mandatory, and detailed drawings and pictures are available to provide project context. Some outstanding information remains unconfirmed, such as the manufacturer of the cove base and potential rebar exposure in the concrete surface.
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Other files
| File | Type | Posted |
|---|---|---|
| FLOOR PLAN CONCRETE EPOXY.pdf | ||
| CONCRETE EXPOXY PICS.pdf | ||
| COMBO_SGT_Redacted.pdf | ||
| COMBO.pdf | ||
| (1)COMBO_Redacted.pdf | ||
| SOW V2_Redacted.pdf |
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1. Can an alternative vendor product be used that meets or exceeds the technical data specifications in the SOW?
YES
2. Do you have the manufacturer of the cove base along with color and size? Several distributors include resilient in their cove base titles as well as have sizes ranging from 4” to 6”.
Unknown at this time(more to come)
3. I was reviewing the Statement of Work for the interior floor refinishing project and noticed that the linear footage for the resilient rubber cove base and the expansion joint filler is not specified in the SOW. Could you kindly confirm the required linear footage for both items to ensure accurate pricing for our proposal?
PLEASE SEE ATTACHED DRAWINGS
4. Site Visit:
Is a site visit mandatory for this project?
NO
PLEASE SEE ATTACHED DRAWINGS AND PICTURES. SITE VISIT NOT NECESSARY
5. If not, are there any photos, videos, or drawings available that provide more detail on the existing floor conditions?
YES, PLEASE SEE ATTACHED DRAWINGS AND PICTURES
6. Access & Procedures:
If a site visit is permitted, what is the procedure for scheduling and gaining access to the base?
A SITE VISIT WILL NOT BE OFFERED
7. Davis-Bacon Act Applicability:
Will this project fall under Davis-Bacon Act wage requirements? YES
If so, could you please share the applicable wage determination?
23370 GENERAL MAINTENANCE WORKER(WG-8) $28.67+ 42.9% Fringe
8. Will all these areas(i.e. Comm Rm, Kitchen, both bathrooms, Conf Rm, and Office space) have concrete epoxy applied to them?
Yes, High Performance Epoxy Primer and Finish System
9. Question, can you provide me with the linear feet of all the expansion joints with the width and the depth. This will be for the Expansion Joint fill (install the RS-88 Polyurea Joint Filler) in all the shaved and smoothed cracks?
½ Joint 2” depth
10. Could the following products be utilized? They meet or exceed the technical specifications of the Sherwin Williams Brand. Attached are the specification sheets:
YES
11. Could you please confirm whether the images depict any reinforcement steel (rebar) protruding through the concrete surface?
Unknown at this time(more to come)
File details come from the government source that posted it. Updated .