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Construct 100 linear feet of FDOT Type "D" concrete curbing along a portion of the north side of <br /> the ATS access driveway. (The existing ATS access driveway is on a steep slope leading to the , ws xti <br /> C01-4e headworks structure, which causes it to experience significant erosion along part of its northern a <br /> edge. As a result, the asphalt has begun to fail along part of the driveway edge. The curbing ;.; t <br /> will prevent a future expensive roadway repair by eliminating further deterioration of the <br /> roadway surface and it will redirect runoff to the bottom of the slope where it will be safely <br /> dispersed.) k L <br /> Delete 80 Florida Bearing Value (FBV)tests of the floway subgrade material. (All FBV tests were <br /> C01-5 deleted at the recommendation of GFA International, Inc., the geotechnical engineering and <br /> testing firm. GFA stated that in its professional opinion, FBV tests were not required for the <br /> concrete floway subgrade compaction, and that other originally specified density tests would <br /> supply all necessary subgrade compaction information.) See Attachment No. 3. ($1,760.00) 0.0 <br /> Construct a 24"x15'x6" thick, 4,000 psi slab with fibermesh adjacent to the west edge of the <br /> C01-6 southern pole barn at$40/SY $1,600.00 0.0 <br /> TOTALS ($2,012.41) 0.0 <br /> CHANGE IN CONTRACT PRICE <br /> Description Amount <br /> Original Contract Price $1,288,482.00 <br /> Net increase/decrease from previous Change Orders $0.00 <br /> Contract Price prior to this Change Order $1,288,482.00 <br /> Net increase/decrease of this Change Order ($2,012.41) <br /> Contract Price with all approved Change Orders $1,286,469.59 <br /> CHANGE IN CONTRACT TIME (Calendar Days) <br /> Description Amount <br /> Original Contract Time for Final Completion 116.0 <br /> Net increase/decrease from previous Change Orders 0.0 <br /> C3'1 <br />