Agmt12 G&E Engineering System Inc.

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• Specifications shall be created using Redwood City general requirements and technical specifications. Redwood City shall provide electronic files for specifications. Deliverables. • Three sets (11" x 17") of drawings and specifications shall be provided to Redwood City for review at the 90% level of completion. Consultant shall have performed its internal quality control prior to this submittal. • Electronic files on CD diskette (or delivered by email) to Redwood City. • Preliminary Engineer's Estimate. Estimate shall include a breakdown of labor, material quantities, and unit prices. The estimate shall list all assumptions including overhead and profit, subcontract mark-ups, tax and contingency. Support documents shall be submitted with the cost estimate. • One set of 90% Calculations, stamped "Not for Construction". 100% Design Due to the need to keep costs separate for purposes of FEMA co-funding (if available), Consultant will develop the specifications and drawings for equipment modifications assuming it is bid separately from other work elements (Tasks 1 and 2). Depending on what happens with the FEMA grant request, this might be altered to best serve Redwood City and FEMA's needs. Redwood City will pertorm a detailed design review of the 90% submittal. Consulant will meet with Redwood City staff to review comments on the 90% review. Consultant shall make all necessary revisions and modifications to the 90% Design as agreed upon between Redwood City and Consultant. These revisions and modifications will be incorporated into the 100% Finalized Plans, Calculations and Specifications. All comments shall be either incorporated, or responded to if not incorporated. Consultant shall finalize all construction documents for bidding (i.e., plans and specifications) and shall finalize the Engineer's Cost Estimate. Task 4. Peninsula Tanks It is recognized that the existing pile foundations for the Peninsula 1 and 2 tanks may have been somewhat damaged in the 1989 Loma Prieta earthquake, and possibly much more seriously damaged in future larger earthquakes. In order to establish a suitable long term capital plan for these two tanks, the following investigations will be pertormed. • Pertorm subsurface inspections at six locations along the perimeters of these iwo tanks (three locations per tanks). To do this, Consultant will work with Redwood City to organize a contractor (or Redwood City forces) to excavate about 6-foot deep pits at suitable locations along the edges of the tanks. These locations will ATTYlAGR/2012.001/G8E ENGINEERING Page 23 of 30 REV:01/10/12