Amendment 0007.pdf

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Attached to
Renovate Marshall Gulch Picnic Area
Solicitation number
127EAX24R0009
Issued by

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This document is Amendment 0007 to a federal contract opportunity for the Renovation of the Marshall Gulch Picnic Area on the Coronado National Forest. The amendment provides additional notes that have been added to Attachment 0008, specifically related to prestressed concrete member tolerances, post-tensioning installation procedures, and PVC sleeve blockout details. The original solicitation, 127EAX24R0009, is a pre-solicitation notice for the renovation project, which has a NAICS code of 237310 (Highway, Street, and Bridge Construction) and a size standard of $45M. The government intends to award one contract as a result of this total small business set-aside solicitation, which will be based on a performance price trade-off. The magnitude of the proposed construction is between $1,000,000 and $5,000,000, and the estimated proposal due date is April 25, 2024.

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Other files

File Type Posted
Amendment 0006.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003 Rev SOI.pdf PDF
Attachment 0010 - Drones uas.pdf PDF
Marshall Gulch PreBid Q and A.pdf PDF
Amendment 0002.pdf PDF
Attachment 0009 - Staging Area Map.pdf PDF
Clause Update.pdf PDF
Attachment 0008 - Proposed Road and Bridge Plans for Marshall Gulch.pdf PDF
Amendment 0001.pdf PDF
127EAX24R0009 Solicitation.pdf PDF
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Text version

0007 03/28/2024

USDA-FS CSA SOUTHWEST 7

333 BROADWAY BLVD SE

ALBUQUERQUE NM

87102-3498

127EAX24R0009

03/12/2024 X

X 1

Michael E. Carico, Contracting Officer

The purpose of this amendment is to provide notes added to Attachment 0008. See attached notes added to page 2 of 37 and page 33 of 37 of the Proposed Road and Bridge Plans. The closing date remains May 21, 2024, 8:00 A.M. Arizona Time

X jalbarrangarcia Text Box Refer to FP-03, Table 553-1 Prestressed Concrete Member Tolerances. If no specific contract tolerances are noted, apply established manufacturing tolerances.

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If applicable, this has to do with the post-tensioning. The contractor has to submit post-tensioning installation procedures. See sheets 35 & 36.

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The PVC sleeve blockout at the ends is 5" in diameter -see Sheet 31. Wth the PVC and the central strands centered, there should be a 0.5" clearance between the ends of the PVC sleeve and the "9" strands. If the 5" dia. PVC still conflicts with the central strands, prioritize the location of the strands and slightly adjust the location/size of the PVC sleeve blockout.

Amendment 0007
Amendment 0003

Notes added to Attachment 0008

File details come from the government source that posted it. Updated .