Common use of Cut and Fill Quantities Clause in Contracts

Cut and Fill Quantities. A. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be created from the 3D corridor model and must be delivered in the standard TxDOT format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all templates and corridors used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation must include, at a minimum, existing and proposed ROW, side slopes (front & back), profiles, etc. B. The Engineer shall submit 1 set of drawings specified at the 50%, and 90%, and final submittals, respectively. The Engineer shall submit the current OpenRoads generated 3D corridor model for each submittal.