Common use of Cut and Fill Quantities Clause in Contracts

Cut and Fill Quantities. 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 delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall also provide separate cross section information (in dgn, XLR & ASCII formats) for the contractor’s use. Parallel roadside ditches shall be designed to positively drain to an adequate outfall location while utilizing a relatively constant front slope (ditch bottom shall vary in location within the State ROW). The Engineer shall submit an electronic submittal of cross sections at the 30%, 60%, and 90%, and final submittals, respectively. The Engineer shall also submit the current OpenRoads generated basic 3D model for each submittal.

Cut and Fill Quantities. 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 delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall also provide separate cross section information (in dgn, XLR & ASCII formats) for the contractor’s use. Parallel roadside ditches shall be designed to positively drain to an adequate outfall location while utilizing a relatively constant front slope (ditch bottom shall vary in location within the State ROW). The Engineer shall submit an electronic submittal 2 sets of cross sections at the 30%, 60%, and 90%, and final submittals, respectively. The Engineer shall also submit the current OpenRoads generated basic 3D model for each submittal.