FA4625-11-R-0006 Q A from site visit.pdf
PDF 28 KB Posted
- Attached to
- Airfield Pavements Federal contract opportunity
- Solicitation number
- FA4625-11-R-0006
About this file
Q A from site visit
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA4625-11-R-0006 Tie down specs.pdf | ||
| FA4625-11-R-0006-0002 SF 30 Amendment.pdf | ||
| FA4625-11-R-0006-Whiteman-Airfield Pavements-Attachment 1 SOW.pdf | ||
| FA4625-11-R-0006-SF 1442-Solicitation.pdf | ||
| FA4625-11-R-0006-Whiteman-Airfield Pavements-Attachment 4 Past Performance Questionnaire.pdf | ||
| FA4625-11-R-0006-Whiteman-Airfield Pavements-Attachment 3 Exhibit A-E.xlsx | XLSX spreadsheet | |
| FA4625-11-R-0006-Whiteman-Airfield Pavements-Attachment 2 Wage Decision.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Q & A from Site Visit
Q. What are the specs on aircraft tiedown points?
A. See amendment for the specifications
Q. What are the specs on aircraft ground points?
A. See amendment for the specifications
Q. Can you explain the Methacrylate Resin 500 gal minimum when the estimated quantity is 300 gal?
A. The estimated quantity is changed to read 500 gal
Q. Are there any drawings available for concrete joint details?
A. No drawings are available.
Q. Is there an equitable price adjustment clause in this contract?
A. No
Q. When preparing the existing surface for a pop out repair can the unsound concrete be removed using high pressure water?
A. Core drilling is the only acceptable method to prepare popouts for repair.
Q. What would the maximum size of a concrete popout repair be?
A. Approximately 6”
File details come from the government source that posted it. Updated .