Questions_and_Answers_during_Advertisement_for.pdf
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- Attached to
- WY FLAP US212(8) Beartooth Highway Federal contract opportunity
- Solicitation number
- DTFH6816B00026
About this file
Questions & Answers (Q&A)
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabs_-_Bid_Opening_3_2_2017.pdf | ||
| QA.docx | DOCX document | |
| Bid_Opening_Summary.pdf | ||
| QnA_2_28_17_for_posting.pdf | ||
| QnA_2_27_17_for_posting.pdf | ||
| A002.pdf | ||
| A001.pdf | ||
| QnA_2_21_17_for_posting.pdf | ||
| Pages_1_to_59_from_WY_FLAP_US212(8)_100__XS_Set_11-01-2016.pdf | ||
| DTFH6816B00026_IFB.pdf | ||
| Pages_60_to_118_from_WY_FLAP_US212(8)_100__XS_Set_11-01-2016-2.pdf | ||
| Pages_67_to_132_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016.pdf | ||
| Pages_1_to_66from_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016-3.pdf | ||
| Pages_133_to_198_WY_FLAP_US212(8)_100__Plan_Set_11-28-2016-2.pdf | ||
| Final_Fish_Passage_Recommendation_January_2005.pdf | ||
| WY.HPP.4-1(5).Beartooth_Highway.Pavements.2008.pdf | ||
| Revised_Final_Fish_Passage_Memo.pdf | ||
| Site_Visit_Sign_In_9.27.16.pdf | ||
| DTFH6816B00026_IFB.pdf | ||
| WY_FLAP_US212(8)_95__Sheets_A1_and_A-6.pdf |
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Text version
Questions and Answers during Advertisement for
WY FLAP US212(8), BEARTOOTH HIGHWAY
February 9, 2017
Q1 – In regards to the type of concrete mix design to be used for the (Item No. 60901-0400 Curb, concrete, 150mm depth). On sheet E-93 of the specials, Table 552-1 categorizes the different classes of concrete but, I cannot find specifically which one is to be used for the curb.
A1 – The contractor should follow the section 609 Curb and Gutter which will direct them to section 601 Minor Concrete Structures. The SCR page E-93 refers to Section 552 Structural Concrete used for the Bridge.
Q2 - On sheet D9 (Pilot Creek Monitoring Well Site) note 4 indicates adding topsoil or organic material as directed by the
CO. Will this material be paid under item 62402-0200 (Furnishing and placing topsoil) or in item 62407-0000 (Placing conserved topsoil)?
A2 - We are only providing cross sections for specific locations on Grays Well Road where the horizontal and vertical alignment is changed. No additional cross sections will be provided. Please reference the plans for the locations of the alignment shifts and Section 152 of the SCRs for the survey and staking requirements.
Q2 - We are requesting access to the CAD files for the Project in order to verify our scope and take off quantiles.
A2 - Item 62407-0000 (Placing conserved topsoil) refers to page B8 Topsoil summary.
Item 62402-0200 (Placing conserved topsoil, 75mm depth refer to page B15 in the Revegetation Summary.
Q3 – Can excess material be wasted and regraded in to the final grade at the Ghost Creek source?
A3- Yes, waste material can be used to regrade the Ghost Creek Pit and then topsoil.
Although no asphalt or concrete will be allow to be buried in the pit.
File details come from the government source that posted it. Updated .