36C26118B0266-00002001.pdf
PDF 8 KB Posted
- Solicitation number
- 36C26118B0266
About this file
36C26118B0266 00002 AMENDMENT 2 DOC..pdf
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C26118C0043-000.docx | DOCX document | |
| 36C26118B0266-00002000.docx | DOCX document | |
| 36C26118B0266-00001001.pdf | ||
| 36C26118B0266-00001000.docx | DOCX document | |
| 36C26118B0266-00001002.pdf | ||
| 36C26118B0266-015.pdf | ||
| 36C26118B0266-022.pdf | ||
| 36C26118B0266-017.pdf | ||
| 36C26118B0266-012.pdf | ||
| 36C26118B0266-008.pdf | ||
| 36C26118B0266-005.pdf | ||
| 36C26118B0266-009.pdf | ||
| 36C26118B0266-014.pdf | ||
| 36C26118B0266-024.pdf | ||
| 36C26118B0266-013.pdf | ||
| 36C26118B0266-003.docx | DOCX document | |
| 36C26118B0266-027.pdf | ||
| 36C26118B0266-020.pdf | ||
| 36C26118B0266-016.pdf | ||
| 36C26118B0266-007.pdf | ||
| 36C26118B0266-006.pdf | ||
| 36C26118B0266-021.pdf | ||
| 36C26118B0266-002.pdf | ||
| 36C26118B0266-023.pdf | ||
| 36C26118B0266-011.pdf | ||
| 36C26118B0266-010.pdf | ||
| 36C26118B0266-025.pdf | ||
| 36C26118B0266-001.docx | DOCX document | |
| 36C26118B0266-019.pdf | ||
| 36C26118B0266-018.pdf | ||
| 36C26118B0266-026.pdf | ||
| 36C26118B0266-004.pdf | ||
| 36C26118B0266-000.docx | DOCX document |
Show all 33
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT NO. A00002
SOLICITATION: 36C26118B0266
PROJECT: 640-18-146
GENERAL
Answers provided to bidder questions do not change the terms of the solicitation. Any changes to the terms of this solicitation are expressly and separately indicated as such.
BIDDER QUESTIONS AND VA CLARIFICATIONS & ANSWERS:
QUESTION: Once we excavate and reach the proposed subgrade elevations, we would assume that the subgrade will be extremely saturated based on existing conditions. How does the government plan to resolve the wet subgrade and what method should contractor account for in their quote?
ANSWER: The VA assumes only soil at broken utilities need to be replaced due to the soil is too saturated. At other road sections, the VA assumes the soil is in suitable condition for 95% compaction.
The government doesn’t dictate means and methods to stabilize the soils. Compaction needs to be at 95%
QUESTION: Will the VA please provide a detail showing the dimensions of the sidewalk and the aggregate base requirements?
ANSWER: Sidewalk detail was provided. See solicitation exhibits.
Contractor to match existing sidewalk dimensions.
File details come from the government source that posted it.