Attachment 18 - MAHG 23-00002 Addendum 1.pdf
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- Attached to
- Land Mobile Radio (LMR) Repeater Site
- Solicitation number
- FA301024R0005
About this file
This document is an Addendum to the Statement of Objectives (SOO) for the MAHG 23-00002 RF Site Relocation project at Keesler AFB, Mississippi. The key changes are to the requirements for the 150 ft self-supporting tower. The tower must now be designed for a basic wind speed of 176 mph with 0-in of radial ice, per ANSI/TIA-222-H standards. The foundation design must be based on the provided geotechnical survey report. The overall federal contract opportunity is for the Land Mobile Radio (LMR) Repeater Site project, with an estimated construction value between $1,000,000 and $5,000,000. This solicitation is being issued as an Other than Full and Open competition to a Motorola certified vendor. An organized site visit is scheduled for June 12, 2024, and all amendments must be acknowledged. The government has not yet secured funding for this effort, and the solicitation may be canceled at any time prior to award.
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Text version
Date: June 25, 2024
ADDENDUM #1
PROJECT: MAHG 23-00002 RF Site Relocation
LOCATION: Building 1101 – Keesler AFB, Mississippi
REFERENCE: Attachment 1 - MAHG 23-00002 RF Site Relocation SOO Mar 2024 (002) (003)
This Addendum is hereby part of the Contract Documents and must be acknowledged with the Contract. The following conditions take precedence over conflicting conditions in the Specifications, on the Drawings, and any other Contract Document. When a change is called for on a Drawing, this change shall carry through all applicable drawings, including all related architectural, civil, structural, mechanical, plumbing, and electrical drawings. The Contract Documents are here amended in the following particulars:
Changes to Statement of Objectives:
CHANGE FROM:
3. SPECIFIC WORK REQUIRED
3.1.9 Build and Install a new 150 ft self-supporting tower for Building 1101. The tower must be designed for a basic wind speed of 176 mph with 0-in of radial ice and designed with a twist/sway limit in accordance with ANSI/TIA-222-H. Materials shall include all necessary tower sections and assembly hardware, hot dipped galvanizing, grounding system, anchor bolts, horizontal members for climbing, safety climb system, smart light beacon on top of tower, lightning rod, and wave guide ladder. Include a pier and pad foundation design based on soil conditions stated in provided geodetic survey report.
CHANGE TO:
3. SPECIFIC WORK REQUIRED
3.1.9 Build and Install a new 150 ft self-supporting tower for Building 1101. The tower must be designed for a basic wind speed of 176 mph with 0-in of radial ice and designed with a twist/sway limit in accordance with ANSI/TIA-222-H. Materials shall include all necessary tower sections and assembly hardware, hot dipped galvanizing, grounding system, anchor bolts, horizontal members for climbing, safety climb system, smart light beacon on top of tower, lightning rod, and wave guide ladder. Include a pier and pad foundation design based on soil conditions stated in provided geotechnical survey report.
END OF ADDENDUM 1
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