QA_03-11-2021.pdf
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- Solicitation number
- 69056720B000021
About this file
This document contains answers to technical questions regarding Solicitation Number 69056720B000021 from the Department of Transportation Federal Highway Administration for the OR FS ERFO 2017(1)-18(6), ROGUE RIVER REPAIRS 2017 opportunity. The questions and answers provide clarification on requirements such as the project start date of October 1, 2021; instructions for submitting bids; specifications for reinforcement and backfill materials and depths; and corrections to quantities shown in the plans. Amendment A001 will address discrepancies seen between plan sheets and cross sections as well as material type and depth under the base of the wall and first layer of reinforcement. Bids must be submitted in accordance with instructions provided in the Notice to Bidders and FAR provisions referenced.
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OR FS ERFO 2017(1)‐18(6)
Rogue River Repairs 2017
# General Technical Question Answer Date
1 X
Section 108.01(b) on page 203 of 264 of the attached states “Do not mobilize or start construction operations before October 1, 2021.”
Given the location of the project, and a completion date of January 28th, a start date of October 1 will make it impossible to get the project paved out and adhere to the contract requirements not only for temperature but there is likely to be snow on the ground when paving would take place given that start date.
This requirement in SCR Subsection 108.01(b), and the fixed completion date specified under FAR 52.211‐10 on Page C‐20 is required. Please bid accordingly.
3/10/2021
2 X
The solicitation reads no emailed bids and the 1442 reads no copies to perform the work are required.
Does the bid need sent or emailed?
Email bids are not authorized. See Notice to Bidders. Original sealed bids and zero copies must be submitted to the address in block 8 of the SF1442.
3/10/2021
3 X
Plan Sheet E.2 drawing shows length of reinforcement at bottom layer starting somewhere close to face of wall but does not clearly show where? Other layers above this indicate reinforcement starts at face of wall.
Where does bottom layer of reinforcement start?
This will be addressed under Amendment A001.
3/10/2021
Check General or Technical
4 X
X‐Sections show reinforcement length being 11’ from face of wall versus plan sheet E.2 showing eight feet from face of wall. This is a significant difference, and it will drive the quantities for excavation, backfill, etc…..Are the X‐sections correct or are the plans correct?
In accordance with FAR 52.236‐4, “The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor”; hence bid the plans when there are discrepancies with what is shown on the physical data cross‐section files.
3/10/2021
5 X
X‐Sections – show a one foot section of material under the base of the wall and first layer of reinforcement. Plan Sheet E.2 shows material under the reinforcement and base of wall but does not indicated at what depth. What type of material goes under the base of the wall and first layer of reinforcement and at what depth?
This will be addressed under Amendment A001.
3/10/2021
6 X
For Information Only quantities seem incorrect on Plan Sheet E.2 – Wall Area (SQFT) is 1,040.
Reinforcement Length, per Footnote (1) is 8’ minimum. (1,040 SF x 8’)/27=308 CY of backfill material at a minimum. Total Backfill provided from the For Information Only chart is 193 CY (Select Granular Backfill), 39 CY (Topsoil), and 7 CY (Granular Backfill) for a total of 239 CY. This is incorrect, as there must be at least 308 CY of backfill.
This will be addressed under Amendment A001.
3/10/2021
File details come from the government source that posted it. Updated .