BID 2025-29 Clarifying Questions -1.pdf
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- Solicitation number
- S-C01010-00013358
- Issued by
- Clackamas County, Oregon
About this file
This document is a Response to Clarifying Questions for Invitation to Bid #202-29 for the Three Creeks Floodplain Enhancement Project, issued by Clackamas County on April 4, 2025. The document addresses a specific technical question regarding the specification of a non-woven geotextile material to be used in the project, with the bid solicitation seeking clarification on the appropriate weight and type of geotextile for the project's implementation.
The clarifying response directs bidders to consult Table 02320-2 "Geotextile Property Values for Riprap Geotextile" on page 1082 of the ODOT standard specifications, specifically referencing Non-Woven Type 2 geotextile requirements. The document includes a cross-section diagram labeled "Cascade Cross Section" that appears to illustrate the proposed construction area, though no additional details about project funding, budget, or comprehensive scope are provided in this particular clarification document.
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Text version
INVITATION TO BID #202-29
Three Creeks Floodplain Enhancement Project (“BID”)
RESPONSE TO CLARIFYING QUESTIONS
April 4, 2025
Note that these are questions submitted by interested firms to the above referenced solicitation.
The below answers are for clarification purposes only and in no way alter or amend the BID as published.
1. The plans call out a non-woven Geotextile on plan page SP12 and the specifications say see plans for type but it does call out what weight of a non-woven geotextile. I am assuming its either the 160N or 180N but can someone clarify?
Answer: The geotextile should meet what’s specified for Non-Woven Type 2 in Table 02320-2 “Geotextile Property Values for Riprap Geotextile” on pg. 1082 in ODOT standard specs.
End of Clarifying Questions-1
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