Q&A_7-6-17.pdf
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- Solicitation number
- DTFH7017B00018
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| File | Type | Posted |
|---|---|---|
| BidSum_Okanogan.pdf | ||
| A004.pdf | ||
| A003.pdf | ||
| A002.pdf | ||
| A001.pdf | ||
| IFB_Okanogan.pdf | ||
| WAFSERFO2016(1)-23(2)-Earthwork.pdf | ||
| WAFSERFO2016(1)-23(2)_CrossSections.pdf | ||
| WAFSERFO2016(1)-23(2)_Plans.pdf | ||
| SWPPP_WA_FS_ERF_2016(1)-23(2).pdf | ||
| Plan_Request_form_Okanogan.pdf | ||
| PROJECT_DESCRIPTION_WA_FS_ERFO_2016(1)-23(2).pdf |
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Text version
WA FS ERFO 2016(2) ‐ 23(2)
Okanogan‐Wenatchee 2016 Repairs, Phase 1
# General Technical Question Answer Date 1 x Can the bid opening be delayed for 1‐2 days to allow more time to design the Reinforced Soil Slope?
The bid opening will not be postponed. 7/5/17
2 X Regarding the Road 4010 MP 4.5 site, can we move the roadway alignment, to the right, into the existing cut bank, to provide sufficient volume of fill material to build the “reinforced soil slope”?
Minor deviations in the alignment shown in the plans will be considered to accommodate the contractors RSS design.
However, Reinforced Soil Slopes are to be designed according to Section 257. See especially Subsection 257.05(f)(10). The government does not warrant the quantity or quality of materials present at this site.
Provide materials according to Section 105.
7/5/17
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