RFP 47PF0024R0076 Amend 0007 RFIs.pdf
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- Solicitation number
- 47PF0024R0076
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This document is Amendment 07 to Request for Proposal (RFP) 47PF0024R0076 for General Contractor (GC) Services for the International Falls Land Port of Entry Project located in International Falls, Minnesota. The amendment incorporates remaining Request for Information (RFI) and substitution requests received as of 8/12/2025, while maintaining the original proposal due date of 8/27/2025 at 4:00pm Central Time.
The amendment addresses two specific technical inquiries: first, clarifying that Table 1 on plan sheets C4.01SA, C4.01SB, and C4.01SC is intended to quantify geofoam fill volume for bright green-colored areas, and is not related to soil surcharge areas; second, noting that the design team is still working with a lift station vendor to finalize pump size and voltage details, with additional information to be included in the 95% printing issued by a future addendum. The project involves infrastructure development for a land port of entry, with ongoing technical design refinements.
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Amendment 07 - RFP 47PF0024R0076 - GC Services for the International
Falls Land Port of Entry Project, International Falls, MN
This amendment hereby incorporates the remaining RFIs and substitution requests received as of 8/12/2025 that had not been captured via Amendment 0006. The due date for proposals remains 8/27/2025, no later than 4:00pm Central Time.
Q: Can we confirm that the table 1 exhibit provided on the plan sheets is correct? The area
SF seem to be off.
A: The intent of Table 1 located on sheets C4.01SA, C4.01SB, and C4.01SC is to provide a basis for quantifying the volume of geofoam fill by supplying an estimate of square footage required at each thickness. This is associated only with areas colored bright green on the plan sheets for geofoam. It is not associated with the approximate soil surcharge areas or any information in the
Draft Soil Management Plan completed by Potomac-Hudson Engineering, Inc. in November 2024
Q: Please confirm the pump size, and voltage of the pumps required for the Lift Station.
A: The design team is working with a lift station vendor to size the pumps and confirm other design criteria related to the wastewater lift station. This additional information will be included in the 95% printing to be issued by addendum.
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