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75 <br /> £ t $ $ f r 0 <br /> 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 they <br /> headworks structure, which causes it to experience significant erosion along part of its northern � } <br /> edge . As a result, the asphalt has begun to fail along part of the driveway edge . The curbing k <br /> , <br /> will prevent a future expensive roadway repair by eliminating further deterioration of the11 qr <br /> roadway surface and it will redirect runoff to the bottom of the slope where it will be safely <br /> dispersed . ) <br /> Delete 80 Florida Bearing Value ( FBV) tests of the floway subgrade material . (All FBV tests were <br /> C01-5 <br /> 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 . ($ 10760.00) 0.0 <br /> Construct a 24"x15 'x6" thick, 4,000 psi slab with fibermesh adjacent to the west edge of the <br /> CO1-6 southern pole barn at $40/SY $ 11600.00 0 .0 <br /> i TOTALS ($ 21012 .41 ) 0 .0 <br /> I <br /> CHANGE IN CONTRACT PRICE <br /> Description Amount <br /> Original Contract Price $ 112881482 .00 <br /> Net increase/decrease from previous Change Orders $0.00 <br /> Contract Price prior to this Change Order $ 11288,482 .00 <br /> Net increase/decrease of this Change Order ($21012 .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 />