Escambia & Santa Rosa Counties: SR 30 (US 98) Pensacola Bay Bridge Replacement of Bridge No. 480035. This project consists of the design and construction of the replacement of the SR 30 (US 98) Pensacola Bay Bridge in Escambia County. The Florida Department of Transportation (Department) has issued this Request for Proposal (RFP) to solicit competitive bids and proposals from Proposers for the design and construction of the replacement of the SR 30 (US 98) bridge over Pensacola Bay (Bridge No. 480035) in Escambia and Santa Rosa County, Florida. The project limits will begin at the four-lane section of SR 196 (Bayfront Parkway) west of 17th Street in Pensacola. SR 196 (Bayfront Parkway) will be widened to six lanes and continue to the eastern project terminus. The end of project limit (eastern terminus) will be east of the SR 30 (US 98) intersection with Baybridge Pro Park in Gulf Breeze. The project length is approximately 3.721 miles. The Design-Build Firm shall include a Landscape Architect duly authorized to practice Landscape Architecture in the State of Florida consistent with State Statute 481 part II. The Design-Build Firm’s Landscape Architect (DBLA) shall review and identify future unencumbered landscape areas for this Project. The Design-Build Firm will be required to design and construct a new bridge crossing of SR 30 (US 98) over Pensacola Bay in Escambia and Santa Rosa Counties, Florida. The westbound and eastbound traffic movements shall be constructed on separate structures. The new bridges shall be designed in accordance with current Project Development and Environment (PD&E) and Project Reevaluation documents provided as an Attachment to this RFP (i.e. NEPA documents). The typical section of each new bridge shall consist of three 12-foot lanes in one direction with 10-foot inside and outside shoulders. The bridges shall include 10-foot w ide shared use paths on the outside of each bridge with a concrete barrier separation between the outside roadway shoulder and the path. A 150-foot wide horizontal and 65-foot vertical clearance envelope shall be provided for the main channel through the new bridges. Riprap protection will be required along the shoreline at both landfalls, at both bridge abutments, along roadway retaining walls and along seawall construction. The abutment and seawall protection for the bridges shall be provided for the appropriate design life per Department criteria. The limits of any additional seawall and riprap protection shall be provided within the limits of the Design-Build Firm’s reconstruction along the coastline. The Design-Build Firm shall demolish and remove the existing bridge, fender system and dolphins. The Design-Build Firm shall be responsible for survey, geotechnical investigation, design, preparation of all documentation related to the acquisition of all permits not acquired by the Department, preparation of any and all information required to modify permits acquired by the Department if necessary, maintenance of traffic, demolition, and construction on or before the Project completion date indicated in the Proposal. The Design-Build Firm shall coordinate all utility relocations.

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