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TECHNICAL AND FINANCIAL PROPOSAL Demolition and Reconstruction of the Historic Sunny Isles Beach/New Port Fishing Pier Pier Park, City of Sunny Isles Beach, FL Realistically the entire project can be delivered within 11- 12 months, assuming no permitting and/or construction inspection obstacles are encountered. As mentioned in Section 1 of this proposal, a detailed Work Breakdown Structure (WBS) Schedule would be provided during contract negotiation to identify critical path for this project and identify other factors (weather time, inspection milestones, etc.). The start date (season of the year) of construction is critical since this will dictate whether shorter or longer weather time will be required. SECTION 3 - TECHNICAL ApPROACH AND METHODOLOGY 3.1 Innovative Construction Technology In order to deliver a cost effective construction solution, our Team will implement a unique offshore construction system. This system will eliminate the conventional boat-based operations in driving large diameter pipe piles and erecting pile supported structural decks. This technology will reduce downtime due to erratic and sometimes destructive wave actions and provide a stable platform to stage the work. The Restaurant Building and the Site Works will follow the conventional approach. 3.2 Project Stake-Out and As-Built Survey The Team will work with two different surveying companies Sea Diversified, Inc. (seaside construction layout) and Felippelli Surveying, Inc. (Iandside construction layout). The Team will provide the City final as-built survey at the end of the project. 3.3 Pre-stressed Concrete Test Pile A test pile program will be implemented to determine the adequacy of the piles in bearing and lateral loads. All tests will be coordinated with the Engineer of Record and City representatives. The Team will submit specifications on the diesel hammer and get approval before pile installation. All piling will be installed per permitted design and specifications. The Team understands that it could potentially encounter rock and has taken this into consideration. When rock is encountered, the Team will drill and drive pile tip until elevation is met per permitted design and specifications. 3.4 Concrete Pilings, Foundation, and Pile Driving All fixed piers will be supported by concrete pilings, as per plans and specifications. These pilings will be driven by way of diesel hammer to meet all load bearing requirements provided by the Engineer. Detailed logs will be kept by the Team and the Engineer. The Team will coordinate with the Engineer on the days pilings will be installed. The Team will ensure that no damage is done to existing structures. A Vibration Control Specialist will monitor site during driving of piles, and will be responsible for preconstruction and post- construction surveys of existing structure. All material and equipment will be submitted for approval to the Engineer and the City. 3.5 Construction Materials The Team will follow the plans and specifications for this project as provided by the Engineer. All concrete shall be provided by local vendor and approved by the Engineer and the City. All tests shall be coordinated with the Engineer and the City. The Team will confirm that steel cover, reinforcement steel diameter, concrete thickness, curing, etc. will be recorded as per specifications provided by the Engineer. The Team will coordinate concrete tests consisting of four (4) test cylinders for any given amount of concrete cast in one (1) day. Page 7 of 15