QA_03-02-2022.pdf
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- Solicitation number
- 69056721B000009
About this file
This document contains five questions and answers related to a solicitation for a wildlife overpass construction project. The project involves construction of a wildlife overpass at Cervidae Peak on State Highway 21 at milepost 19.3. Questions addressed project details such as the need for epoxy coated reinforcing steel, methodology for connecting precast arch elements to wingwalls and footings, and where to find the interested vendors list. The related federal contract opportunity shows the solicitation number as 69056721B000009 and is being carried out by the Department of Transportation Federal Highway Administration for a wildlife overpass on State Highway 21 at milepost 19.3 in Idaho.
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Text version
ID DOT 21(1)
SH‐21 Wildflife Overpass at Cervidae Peak, MP 19.3
# General Technical Question Answer Date
1 X
In reference to the cameras.
Document: Project Description update date Jan
17, 2022, lists 646 Roadside Development –
Cameras 10 EA.
Solicitation No. 69056721B000009: Bid
Schedule (page 28 of 295) only lists A1300
64603‐0000 Fixture (Camera Pedestal).
No cameras are listed in the Bid Schedule or shown within the drawings or specifications.
Nothing is listed for the number of cameras required or brand and specs. Please provide additional information about the brand specifications and quantities of cameras required in the job.
The Project Description file on sam.gov, dated Jan 17, 2022, was part of the Pre‐
Solicitation Documents for this project to give bidders advanced notice of this project that we solicited. Please submit bids according to the Solicitation Documents instead of the Pre‐Solicitation Documents.
2/15/2022
2 X
We're trying to find a plan holders list for this project because we have been requested by a contractor to prepare a bid for the project and we were hoping to supply our bid to others bidding on the project. Any help/direction you can give me is greatly appreciated.
Obtain the registered vendors list (aka planholders list) for this project as follows.
Register in sam.gov and link your entity to your registration. After doing this, log into sam.gov to find the interested vendors list under this announcement. Contact the
Federal Service Help Desk if you experience further issues. To avoid having your questions unanswered in the future, please email your questions only to the applicable email addresses listed on Page A‐5 under
Block 9.
3/1/2022
3 X
Sheet No I.1 – Bridge Drawing 1 of 7 states
“Furnish reinforcing steel to AASHTO M31, or
M322, Grade 60 deformed. Furnish welded wire steel conforming to ASTM A1064, Grade 65.
Provide minimum concrete cover to the face of any bar of 2, unless noted.
Section 602.08 of the specifications states
“Reinforcing Steel will be evaluated under
Section 554.”
Section 554 pertains to Reinforcing Steel in general but has a section on Epoxy‐Coated
Reinforcing Steel.
Can you confirm epoxy coated steel is NOT required? Conversely, if it is required, can you confirm which components are included
(arches, footings, etc)?
The plans do not call for epoxy coated steel.
3/2/2022
Check General or Technical
4 X
“The precast concrete arch elements shall be positively connected to the wingwalls and footing/stemwalls. Do not exceed ¾ inch joint width between adjacent precast units.” The standard methodology for arch/footing interaction is a keyway slot within which the arch is set and then grouted.
If the Agency has something specific in mind beyond this practice, please provide a standard detail and frequency so that we can evaluate its interaction with our structure as well as alert bidders to this additional step.
See Details on Sheet I.3, I.4, and I.5 that depict a keyway slot in the top of footing that the arch is set in.
3/2/2022
File details come from the government source that posted it. Updated .