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CR 512 RESURFACING - FROM MYRTLE ST. TO 125"' AVE. Page -5- IRC PRojECT No. 1305 AACE Proposal No. P18-1117 TERMS AND CONDITIONS (1) For non-full time or hourly projects, a minimum of 4 density tests will need to be performed per hour, per visit to the site. (2) Stand-by time will be charged at $55.00/hour per technician ($82.50/hour for after-hours, holidays and/or weekend testing services). (3) We note that density testing frequencies are based on our experience with similar projects and anticipated contractor methodologies. Allowances for re-tests (from failing density tests) are not included herein. (4) The contractor should contact Andersen Andre Consulting Engineers, Inc. at (772) 807-9191 a minimum of 24 hours prior to any testing and 48 hours prior to weekend and evening work. (5) Unit rates apply to standard working days, Monday through Friday, 7:00 a.m to 6:00 p.m. Testing and hourly rates will be increased by 50% for weekend, holiday or after-hours services. (6) If our testing estimate for a specific work element is insufficient for that particular activity, resources from another work element can be used without prior authorization from the client as long as our total cost estimate is not exceeded. We will notify you in advance if it appears that the cost estimate presented in the attached unit fee schedule will be exceeded. (7) Soil sample and concrete cylinder pickup for laboratory testing (e.g., Proctor, LBR testing, compressive strength, etc.) will be billed at $55.00/hour if not scheduled with other work. (8) AACE's budget is based upon the construction schedule stated herein. If this schedule changes (i.e., weekend work, evening work, or if the project takes longer than the anticipated duration), this proposal will likely require modification to include additional man -hours to accommodate such changes. (9) AACE's field technicians and engineers do not direct or witness the performance of any work. Neither the presence of an AACE representative on-site not the observation and testing performed by our firm implies AACE's responsibility for defects discovered in the construction work. (10) AACE will not be responsible for job or site safety for this project; job site safety will be the sole responsibility of the contractor. Further, our services do not include reviewing, monitoring or reporting any aspect of the required Maintenance of Traffic (M.O.T.) that may be required for this project. (11) Demolition of existing strain pole foundations will be observed by others. If it is desired to have AACE confirm this scope item, we would be pleased to revise this proposal. (12) AACE will not have stop-work authority. Should our representatives encounter materials or workmanship that, either based on direct testing or on our experience with similar projects, does not appear to meet the engineering plans and specifications we will notify Indian River County immediately. Results will not be relayed to the Contractor without prior consent of the County. (13) No FDOT density (earthwork) log book is required for this project, nor are testing results required to be entered into the FDOT's M.A.C. database.