QA_10-18-2023.pdf
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- Solicitation number
- 69056723B000022
About this file
This document contains questions and answers related to federal contract solicitation number 69056723B000022 for the OR FLAP POLK MITCHELL(1) Mitchell Street and Black Rock Road Reconstruction project. The questions and answers provide clarification on bid requirements, including that the project has a Small Business Set-Aside requirement but no DBE or TERO participation goals. AASHTOWare or Expedite files are not available, nor is an excel bid schedule. Existing bridge as-built drawings are also unavailable. The temporary bridge must have a minimum 30-foot clear span and completely span the OHW, with each span meeting this requirement if using multiple spans. Overload permit requests are estimated at 10 per month. An NBIS safety inspection by a certified bridge inspector is required prior to opening the bridge to traffic.
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OR FLAP POLK MITCHELL(1)
Mitchell Street and Black Road Reconstruction
# General Technical Question Answer Date
1 X
The way I read this is that it is a Small Business
Set‐Aside only requirement.
No minority contractor required participation
(DBE) or Trible employment (TERO) requirement?
Correct. 10/11/2023
2 X Are AASHTOWare or Expedite files available for this solicitation?
No. 10/16/2023
3 X
If there are no AASHTOWare or Expedite files available for this solicitation, is there an excel version of the bid schedule available for use?
No. 10/16/2023
4 X Please provide any of the existing bridge as‐ built drawings.
As‐built drawings of the existing bridge are not available. Please bid according to the solicitation documents.
10/16/2023
5 X
SCR 562.03 States temporary bridge to have minimum clear span length of 30 feet. It also states to provides structure to completely span the Ordinary High Water (OHW). Is a multi‐ span bridge with a minimum 30 foot clear span allowed?
Only if multi‐spans being used completely span over OHW.
10/18/2023
6 X
Plan Sheet J.3 calls out temporary bridge Stat
502+11.59 to 503+14.78. Does bridge need to span these Stations or just OHW per SCR
562.03?
The total length of the temporary bridge needs to cover the limits of 502+11.59 to
503+14.78, but each span must be at least
30‐feet long and completely span OHW.
10/18/2023
7 X
Contractor is to process all overload and permit load requests with 14 days. How may permit requests should be anticipated?
It is estimated at approximately 10 per month based on overload permit requests over the past year.
10/18/2023
8 X
SCR 562.07 says we need to provide an NBIS safety inspection of the bridge prior to opening to traffic and submit an inspection report. Does this inspection need to be completed by an
NBIS certified bridge inspector or is an inspection performed by the EOR acceptable?
In accordance with Subsection 562.07, see
23 CFR 650 Subpart C – National Bridge
Inspection Standards.
10/18/2023
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