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File #: 25-0559   
Type: Consent Status: Agenda Ready
File created: 3/24/2025 In control: City Council
On agenda: 4/24/2025 Final action:
Title: Ratify a contract for engineering services for the William Cannon Railroad Overpass (East and West Ends) Project with AECOM Technical Services, Inc., in an amount not to exceed $549,314. Funding: $549,314 is available in the Capital Budget of the Transportation and Public Works Department.
Indexes: District 5
Attachments: 1. Recommendation for Action
Date Action ByActionAction DetailsMeeting Details
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Posting Language
Title
Ratify a contract for engineering services for the William Cannon Railroad Overpass (East and West Ends) Project with AECOM Technical Services, Inc., in an amount not to exceed $549,314. Funding: $549,314 is available in the Capital Budget of the Transportation and Public Works Department.

Body
Lead Department
Financial Services Department.

Managing Department
Capital Delivery Services.

Amount and Source of Funding
Funding is available in the Capital Budget of the Transportation and Public Works Department.

Purchasing Language:
Ratification.

MBE / WBE:
This contract is exempt from the City Code Chapter 2-9A (Minority-Owned and Women-Owned Business Enterprise Procurement Program); therefore, no subcontracting goals were established.

For More Information:
Direct questions regarding this Recommendation for Council Action to the Financial Services Department - Central Procurement at: FSDCentralProcurementRCAs@austintexas.gov or 512-974-2500.

Additional Backup Information:
The requested action is for Council to ratify the contract with AECOM Technical Services, Inc., which has been procured under authority of Section 252.022(a)(2) of the Texas Local Government Code as a procurement necessary to protect or preserve the public health and safety of the citizens of Austin.

Tension cracking developed in the roadway surface located at 1701 West William Cannon Drive, the west approach of the Union Pacific Railroad Underpass. The cracks were considered unsafe for driving conditions. When the cracks formed, the William Cannon Railroad Bridge project was at a 60% design level. After the cracks appeared on the west approach, the project was split in two, expediting the repair of the west approach by installing soil nails and pneumatically placed concrete at the existing face panels of the mechanically stabilized earth retaining wall. The east approach is currently at 90% design and is ongoing.

This procurement was necessary to preserve or pr...

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