RFI__4.pdf
PDF 259 KB Posted
- Attached to
- Cleveland Drydocking Services Federal contract opportunity
- Solicitation number
- W912P4-16-R-0001
About this file
Please see attached response to question in attachment.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_19Nov2015_.xlsx | XLSX spreadsheet | |
| Amendment_05_16Nov2015.pdf | ||
| Amendment_04_13Nov2015.pdf | ||
| RFI__5.pdf | ||
| McCauley_Additional_Drawings_09Nov_2015.pdf | ||
| CORRECTED_Amendment_03_09Nov2015.pdf | ||
| McCauley_Additional_Drawings_09Nov_2015.pdf | ||
| Amendment_03_09Nov2015.pdf | ||
| Amendment_02_06Nov2015.pdf | ||
| Amendment_01_05Nov2015.pdf | ||
| Final_Solicitation_03Nov2015.pdf |
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Text version
RFI #3, Received Monday, November 09, 2015 4:50 PM.
Question 1: I am inquiring about item 9: “Replace the 12” diameter Schedule 80 split steel pipe fendering that protects the joints between the side plating and the bottom plate, and between the side plating and the underside of the rake (refer to Drawing Detail S).” Can you tell me if the 12” pipe wall is a .500 or .688?
Answer 1: This question points out that there is a difference between Extra Strong (0.500” wall thickness) and Schedule 80 (0.688” wall thickness) for 12” Nominal Pipe Size. The record drawings show
Extra Strong for the original pipe fendering. The language of Item 5 and Item 9 requires the new 12” pipe fendering to be Schedule 80 (0.688” wall).
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