Legislation Details

File #: 25-5600    Version: 1 Name:
Type: Contract - Amendment Status: Passed
File created: 8/29/2025 In control: Commissioners Court
On agenda: 9/18/2025 Final action: 9/18/2025
Title: Request for approval of a change in contract with Brice Construction & Design, LLC in connection with Telge Road Segment 4 - from 1,650-ft North of Louetta Road to 1,780-ft North of Telge Ranch Road - 2014, adding 1 calendar day, with an addition in the amount of $19,178.67, Job No. 24/0075-3, UPIN 15104MF0DN02, Precinct 3, MWBE Contracted Goal: 30%, MWBE Current Participation: 99.72%.
Primary Department: County Engineer
Primary Department Head/Elected Official: Milton Rahman, PhD, P.E., PMP, CFM, ENV SP, County Engineer

Secondary Department: N/A
Secondary Department Head/Elected Official: N/A

Regular or Supplemental RCA: Regular RCA

Type of Request: Contract - Amendment

Project ID (if applicable): Job No. 24/0075, UPIN 15104MF0DN02
Vendor/Entity Legal Name (if applicable): Brice Construction & Design, LLC

MWBE Contracted Goal (if applicable): 30%
MWBE Current Participation (if applicable): 99.72%
Justification for 0% MWBE Participation Goal: N/A - Goal is not 0% and is listed above

Grant Indirect Costs Rate (if applicable): N/A
Justification for 0% Grant Indirect Costs Rate (if applicable): N/A - Not a grant item

Request Summary (Agenda Caption):
title
Request for approval of a change in contract with Brice Construction & Design, LLC in connection with Telge Road Segment 4 - from 1,650-ft North of Louetta Road to 1,780-ft North of Telge Ranch Road - 2014, adding 1 calendar day, with an addition in the amount of $19,178.67, Job No. 24/0075-3, UPIN 15104MF0DN02, Precinct 3, MWBE Contracted Goal: 30%, MWBE Current Participation: 99.72%.
end

Background and Discussion:
Project included the reconstruction of Telge Road from 1,650-ft North of Louetta Road to 1,780-ft North of Telge Ranch Road. Reconstruction includes an upgrade of the roadway from a two-lane asphalt road with open ditches to a 4-lane concrete curb and gutter boulevard with a 32' raised median. Mandrel testing were implemented as quality assurance measures despite not being specified; in addition, the pilot channel was replaced with a ditch channel due to the proposed wet pond bottom, requiring separate excavation, and a 1-foot clay liner was added to mitigate erosion in sandy conditions during vegetation establishment; furthermore, a 16-inch gate valve was added after water line installation due to evolving system requirements and escalating material costs.

The chang...

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