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City of Fayetteville
File #: 25-4896    Version: 1 Name:
Type: Consent Status: Agenda Ready
File created: 8/27/2025 In control: City Council Regular Meeting
On agenda: 9/8/2025 Final action:
Title: Approve Fire Station No. 16 Construction Manager at Risk Selection
Attachments: 1. RFQ-Construction-Manager-At-Risk-Fire-Station-16, 2. Barr & Barr, 3. Score Matrix Barr and Barr
TO: Mayor and Members of City Council

THRU: Adam Lindsay, Assistant City Manager

FROM: David Webb, Project Manager (FNI Contractor)

DATE: September 8, 2025

RE:Title
Approve Fire Station No. 16 Construction Manager at Risk Selection
Title
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COUNCIL DISTRICT(S):
Council District(s)
2


b
Relationship To Strategic Plan:
Goal 1: Safe and Secure Community

Executive Summary:
The attached Request for Qualifications (RFQ) for Construction Manager at Risk Services for Fire Station No. 16 was issued on July 8, 2025. Four responses were received on August 8, 2025 to provide pre-construction and construction services. A selection committee ranked the four responses and shortlisted three firms. Interviews were conducted on August 27, 2025 and Barr & Barr/HORUS Construction is the recommended candidate.

Background:
The Fayetteville Fire Department (FFD) will relocate Fire Station 16 from its temporary facility to a permanent facility at the corner of Cedar Creek Rd. and Fields Rd (REID: 0445898657000). This property was evaluated and determined to be an optimal site. The property is currently owned by the City of Fayetteville (COF). This facility is expected to be approximately 11,000 square feet which will encompass firefighter living/working quarters, two (2) drive-thru apparatus bays, turnout gear storage room, decontamination room, tool storage room, electrical room, mezzanine / mechanical room, information technology room, fitness room, meditation room, public / private bathrooms, dorm rooms, day room, kitchen, offices, and a training / community meeting space room. The fire station non-bay area will be constructed with brick veneer overload bearing metal studs and the bays will be load-bearing masonry cladded with brick. The roof system shall be constructed with light gauge metal trusses and standing seam metal roofing.

The project is currently at 30% Schematic Design phase and is being designed by Davis Kane Architects. Cumming Group...

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