Draw an independent foundation first, then define the size of the point buffer, and then click Foundation Generation. Linear pads can be used under the beam, which can be set directly according to the beam, without setting the width, and the software will handle it. Point types must draw accurate sections. Then the foundation pit is manually generated according to the point cushion, and the foundation groove is manually generated according to the line cushion. After modification, modify the name of the component, link the name of the foundation pit with the above-mentioned foundation name, show the excavation depth as the section size, then set the list and set the quota, and write the linked foundation name, excavation depth and cushion section size in the project name. When setting the quota, the quantity of a component is set, and the quantity is volume/volume. It will be accumulated automatically when summarizing, and the quantity can be seen when exporting the list. If the cushion is irregular, then set a quota, the bottom area of the foundation pit, and then add up the areas to deduct a single bottom area. The bottom area of the software does not include the area of the working face. List descriptions can be copied directly. The name of the foundation trench is the same as the name of the foundation beam above, and then the depth and width are displayed, and then the XX foundation trench, depth and width are indicated in the project characteristics, and then a subtitle is set when the quota is set, and the quantities are the length of the foundation trench. When the quota is set after export, the length is written into the feature description. Length that can be used directly. If you want to calculate the stub in your list, then set another one. The quantity of work is to drive as many piles as possible into a pile cap with earthwork hooks. Finally, separate, large excavation, each trench foundation, each foundation pit, each downward component, dry and wet soil. Finally, don't forget the transportation of earthwork surplus soil, earthwork stacking fee and wet soil drainage. Consider it 50% of the budget. Don't make mistakes when setting the working face. Many upturned components are brick membranes, but there is no working surface. Enter the brick film in the component, set the list there, and the working face here becomes zero. Generally speaking, I am separated from several foundation beams and several foundation pits, and I would rather merge in the future. The width, height and thickness of the mat must be accurate. By the way, the cushions in the list are overlapping, so no quota is deducted. Generally speaking, the list is not deducted now, so change the rules of the list, or just look at the quota. It's difficult to describe the quota of cushion quantity because your list is overlapped. If the cushion is scaled again to calculate concrete and sand, it is included in the template. If it is a brick membrane, don't forget to brush the inside of the brick membrane and the possible waterproof coating.