Follow_Up_Questions_&_Answers.docx
DOCX document 15 KB Posted
- Attached to
- Repair and Sustainment of POL Pavement
- Solicitation number
- W912J2-17-B-0001
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Follow Up Questions & Answers 23 Jun 17
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| XGFG152005_-_DWG_Construction_Phases_v2.pdf | ||
| XGFG152005_-_Questions_and_Answers.docx | DOCX document | |
| A01-Attachment_1_-SOW_Amendment__1.pdf | ||
| W912J2-17-B-0001Solictation_Amendment__1.pdf | ||
| Attachment_3_-_Bid_Schedule.docx | DOCX document | |
| Attachment_1_-SOW.pdf | ||
| W912J2-17-B-0001Solictation.pdf | ||
| Attachment_2_-_Complete_Drawing_Set.pdf |
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Follow Up Questions & Answers Q1. ) Q&A indicates the existing drainage layer, subbase and compacted subgrade beneath the re-fueling station concrete slab is 14". Can the existing be reused and remain in place - just graded as required to provide 3.25% slope and then compacted? If not, can you clarify what the "drainage layer" is?
A1. No the existing cannot be used. The drainage layer is an existing layer shown in the site as-builts. Primary purpose is to separate the base layers to allow water to drain away from sub-base layers.
Q2. Is it possible to obtain an overall drawing that is to scale?
A2. No a scale drawing is not available at this time.
Q3. Can you post the new diagram for the two phase schedule?
A3. Yes. It will be attached.
File details come from the government source that posted it. Updated .