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Page 6 of 8 <br />Issue B: Material Price Increases to Asphalt Items <br />VIII. Entitlement Analysis <br />The purpose of this Change Order is to increase the Contract by $460,147.50 for material price <br />escalations beyond the Contractor's control, in accordance with General Condition 12.01 of the <br />Contract. This Change Order will provide compensation to the Contractor for the increased asphalt <br />prices in contract pay items 0286-2 Turnout Construction-Asphalt/Driveway Base -Asphalt Material; <br />0337-1-13 (Superpave AC Traffic C Overbuild); 0334-1-13A Superpave AC Traffic C, PG 76-22 <br />(w/polymer); and 0337-7-82 AC Friction Course FC -9.5. <br />The Contractor experienced significant delays to the project caused by relocation delays by FPL and <br />added work at the FDOT's request, namely the 54" diameter storm pipe that required urethane <br />injecting the voided areas — see Issue A. These delays along with weather and holiday time <br />extensions have pushed the construction of the asphalt approximately 300 days beyond their <br />originally planned performance period and into a period of unusually high inflated costs. In <br />accordance with General Condition 12.01 of the Contract, this Change Order will account for the <br />increased costs for the remaining asphalt concrete to be placed on the project. <br />IX. Time Analysis <br />This issue is a price escalation issue and time is not warranted nor requested by the Contractor. <br />X. Engineer's Estimate <br />a. Basis of Estimate <br />For the Engineer's Estimate, recent FDOT Bid Tabulations were used and applied to the estimated <br />remaining quantities of asphalt concrete required to complete the project. <br />b. Engineer's Estimate <br />$ 612,344.00 $ 1,692,766.72 $1,080,422.72 <br />c. Contractor's Pricing <br />Original <br />Pay Item <br />description <br />Contract <br />Unit <br />Remaining <br />Total based on <br />Original Unit <br />Basis <br />EE Unit Price <br />Total Revised <br />Total Increase <br /># <br />Unit <br />Qty <br />Price <br />Cost <br />Cost <br />Price <br />Turnout Construction- <br />FDOT <br />0286-2 <br />Asphall/DrivewayBase- <br />$150.00 <br />TN <br />54 <br />$ 8,100.00 <br />Bid <br />$ 388.21 <br />$ 20,963.11 <br />$ 12,863.11 <br />Asphalt <br />Tabs <br />Superpave Asphaltic <br />FDOT <br />0334-1-13 <br />Concrete, Traffic C (SP <br />$115.00 <br />TN <br />200 <br />$ 23,000.00 <br />Bid <br />$ 986.86 <br />$ 197,371.29 <br />$ 174,371.29 <br />12.5 Overbuild) <br />Tabs <br />Superpave Asphaltic <br />FDOT <br />0334-1- <br />Concrete, Traffic C, PG <br />$122.00 <br />TN <br />1668 <br />$ 203,496.00 <br />Bid <br />$ 394.88 <br />$ 658,657.86 <br />$ 455,161.86 <br />13A <br />76-22 (SP 12.51/2" <br />w/po <br />Tabs <br />Asphalt Concrete Friction <br />FDOT <br />0337-7-82 <br />Course, FC -9.5, Traffic C, <br />$126.00 <br />I <br />TN <br />I <br />2998 <br />$ 377,748.00 <br />Bid <br />$ 272.11 <br />$ 815,774.46 <br />$ 438,026.46 <br />PG 76-22 w/[poly, 1" thick) <br />Tabs <br />$ 612,344.00 $ 1,692,766.72 $1,080,422.72 <br />c. Contractor's Pricing <br />