08和13定额对比(国外英文资料).docVIP

08和13定额对比(国外英文资料) Construction valuation quota The first chapter A earthwork (note 2013 change) First, the artificial soil (stone). 1, sixth: artificial dig hole pile quota, suitable for the construction in security conditions; (2013 quota increase) 2, eighth: artificial dig hole pile, pile in vertical transportation by way of artificial consideration. If the depth is more than 12M, less than 16m within the 12m project according to the artificial amount multiplied by the coefficient multiplied by the coefficient 1.5 calculation 1.3,20m. In the same hole soil type is not at the same time, according to the fixed weighted calculation, if there is a flowing sand and mud, further processing. (2013 quota increase) Two, mechanical earth 1, Fourth: need artificial auxiliary excavation in excavation machinery (including dressing, bottom masonry slope) of the project, calculated according to the construction organization design approved by 15C thickness, M thickness calculation without artificial excavation construction organization design, the implementation of the corresponding quota project by a factor of 2 (2013 of quota increase); 2, fifth: mechanical excavation of soil between piles, according to the actual excavation volume (excluding pile volume size), the corresponding item multiplied by a factor of 1.50; (2013 quota increase) 3, tenth: loader, loader installed silt soil project execution by a factor of 1.50 sand flow; (2013 quota increase) 4, eleventh: the mechanical operation, perform mechanical transport of silt and sand flow coefficient of 1.50 multiplied by the corresponding project. (2013 quota increase) The second chapter B foundation treatment and slope supporting project (2013 change) A mechanical replacement, foundation soil, soil and sand into preparation. (2013 quota increase) Two, according to the 400T.M maximum foundation compaction compaction machinery system, more than a fixed range, measured separately added. (2013 quota increase) Five, soil anchor: