Marble_Bluff_Spillway_Repair-Q A2.pdf
PDF 10 KB Posted
- Attached to
- Marble Bluff Dam Spillway Repair Federal contract opportunity
- Solicitation number
- R15PS00337
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Question Answer 2
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Section_J _Amend002.pdf | ||
| Amendment_2_Blk._14_Cont._Page.pdf | ||
| SF30.pdf | ||
| Amendment_1_Blk._14_Cont._Page.pdf | ||
| Section_J _Amendment_001.pdf | ||
| Marble_Bluff_Spillway_Repair-Q A_w.attach.pdf | ||
| Section_I _Amendment_001.pdf | ||
| 1._Solicitation_No._R15PS00337.pdf | ||
| 2._Section_C-Specification-Solicitation_No._R15PS00337.pdf | ||
| 3._Drawings-_Solicitation_No.R15PS00337.pdf |
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Text version
Solicitation Number R15PS00337 Marble Bluff Spillway Repair
Questions and Answers – Amendment 002
Q1: Refer to Sheet 320-D-322 note 2. Instead of the seams being continuously welded can the bottom and sides of the SS plate be bent essentially forming a U shape with the bottom leg and then fully welding the bottom return legs on?
A1: This would be acceptable. We don't specify on the drawings or in the specifications how the contractor produces the shapes, only that the plates are to be prefabricated. This means no bending on-site. The steel must maintain 1/2" thickness at the bends. Also, the contractor will need to provide a joint between plates where placed directly over a joint in the concrete, as specified in the drawings.
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