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File #: 23-69    Version: 1 Name:
Type: Resolution Status: Passed
File created: 1/13/2023 Departments: PUBLIC WORKS
On agenda: 1/31/2023 Final action: 1/31/2023
Title: Adopt a resolution increasing the Director of Public Works' authority to execute change orders to the agreement with Gordon N. Ball, Inc., for the Mirada Road Pedestrian Bridge Replacement and Bank Stabilization Project, to increase the not-to-exceed amount of $4,073,520 by an additional amount of $275,000, to a new not-to-exceed amount of $4,348,520.
Attachments: 1. 20230131_r_Mirada Bridge Proj NTE Increase
Special Notice / Hearing: None__
Vote Required: Majority

To: Honorable Board of Supervisors
From: Ann M. Stillman, Director of Public Works
Subject: Increase the Not-to-Exceed Amount for the Mirada Road Pedestrian Bridge Replacement and Bank Stabilization Project in the Miramar Area [County Project No. P31J1; Project No. E4983000]

RECOMMENDATION:
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Adopt a resolution increasing the Director of Public Works' authority to execute change orders to the agreement with Gordon N. Ball, Inc., for the Mirada Road Pedestrian Bridge Replacement and Bank Stabilization Project, to increase the not-to-exceed amount of $4,073,520 by an additional amount of $275,000, to a new not-to-exceed amount of $4,348,520.

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BACKGROUND:
On February 9, 2021, this Board adopted Resolution No. 078001, which certified the Initial Study/Negative Declaration dated December 2020 and authorized the Director of Public Works to proceed with finalizing the plans and specifications and advertising for bids for the Mirada Road Pedestrian Bridge Replacement and Bank Stabilization Project (Project).

On April 5, 2022, this Board adopted Resolution No. 078816, which adopted plans and specifications including conformance with prevailing wage scale requirements, authorized an agreement with Gordon N. Ball, Inc., with a not-to-exceed amount of $4,073,520 for the Project, and authorized the Director of Public Works to execute change orders in an amount not to exceed $370,320.

DISCUSSION:
During construction, it was observed that the existing site conditions had deteriorated or changed somewhat since the design was completed. This resulted in additional depressions along the face of the bluff and a more non-linear surface area underneath the existing rip-rap (large rocks) near the toe or bottom of the bluff. These differences resulted in an increase in the amount of construction material (shotcrete) needed and required additional soil nails due to the greater surface area of the bl...

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