20千伏及以下(土石方计算表)

单位：m3无底盘aha1V有拉盘abha1b1V电杆高度a=0.8h=电杆埋深a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道拉盘型号a=拉盘长度+2×操作余度b=拉盘宽度+2×操作余度h=拉盘埋深a1=a+2×h×边坡系数b1=b+2×h×边坡系数V=h/6×〔(ab+(a+a1)×(b+b1)+(a1b1)〕+马道10m0.81.71.3782.260.3m*0.6m10.71.51.511.212.0312m0.82.01.4802.880.4m*0.8m1.20.81.51.711.312.5413m0.82.22.1205.210.5m*1.0m1.40.922.081.584.5915m0.82.52.3006.680.6m*1.2m1.6122.281.685.4818m0.832.6009.68有底盘aha1V电杆高度a=底盘宽度+2×操作余度h=电杆埋深+底盘厚度a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道底盘型号10m1.21.91.8464.670.8m*0.8m12m1.22.22.5208.130.8m*0.8m13m1.22.42.6409.460.8m*0.8m15m1.22.72.82011.700.8m*0.8m10m1.41.92.0465.911.0m*1.0m计算表按2m拉线棒计算12m1.42.22.7209.861.0m*1.0m计算表按2m拉线棒计算13m1.42.42.84011.401.0m*1.0m计算表按2.5m拉线棒计算20千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）拉线盘(普通土、水坑)土方计算电杆(普通土、水坑)土方计算0.3m*0.6m0.4m*0.8m0.5m*1.0m-67-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）15m1.42.73.02013.981.0m*1.0m计算表按2.5m拉线棒计算0.6m*1.2m-68-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）无底盘aha1V有拉盘abha1b1V电杆高度a=0.8h=电杆埋深a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道拉盘型号a=拉盘长度+2×操作余度b=拉盘宽度+2×操作余度h=拉盘埋深a1=a+2×h×边坡系数b1=b+2×h×边坡系数V=h/6×〔(ab+(a+a1)×(b+b1)+(a1b1)〕+马道10m0.81.71.1401.820.3m*0.6m10.71.51.311.6812m0.82.01.2002.230.4m*0.8m1.20.81.51.51.12.1413m0.82.21.2402.520.5m*1.0m1.40.921.81.33.7515m0.82.51.9005.010.6m*1.2m1.61221.44.5518m0.832.1207.03有底盘aha1V电杆高度a=底盘宽度+2×操作余度h=电杆埋深+底盘厚度a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道底盘型号10m1.21.91.5803.890.8m*0.8m12m1.22.22.1686.610.8m*0.8m13m1.22.42.2567.590.8m*0.8m15m1.22.72.3889.210.8m*0.8m10m1.41.91.7805.031.0m*1.0m计算表按2m拉线棒计算12m1.42.22.3688.181.0m*1.0m计算表按2m拉线棒计算13m1.42.42.4569.341.0m*1.0m计算表按2.5m拉线棒计算拉线盘(坚土)土方计算电杆(坚土)土方计算0.3m*0.6m0.4m*0.8m0.5m*1.0m-69-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）15m1.42.72.58811.251.0m*1.0m计算表按2.5m拉线棒计算18m1.43.23.32019.011.0m*1.0m0.6m*1.2m-70-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）无底盘aha1V有拉盘abha1b1V电杆高度a=0.8h=电杆埋深a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道拉盘型号a=拉盘长度+2×操作余度b=拉盘宽度+2×操作余度h=拉盘埋深a1=a+2×h×边坡系数b1=b+2×h×边坡系数V=h/6×〔(ab+(a+a1)×(b+b1)+(a1b1)〕+马道10m0.81.71.5482.620.3m*0.6m10.71.51.661.362.3112m0.82.01.6803.400.4m*0.8m1.20.81.51.861.462.8513m0.82.22.2525.710.5m*1.0m1.40.922.281.785.2615m0.82.52.4507.370.6m*1.2m1.6122.481.886.20有底盘aha1V电杆高度a=底盘宽度+2×操作余度h=电杆埋深+底盘厚度a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道底盘型号10m1.21.92.0365.280.8m*0.8m12m1.22.22.6528.750.8m*0.8m13m1.22.42.78410.230.8m*0.8m15m1.22.72.98212.720.8m*0.8m10m1.41.92.2366.591.0m*1.0m计算表按2m拉线棒计算12m1.42.22.85210.531.0m*1.0m计算表按2m拉线棒计算13m1.42.42.98412.231.0m*1.0m计算表按2.5m拉线棒计算15m1.42.73.18215.091.0m*1.0m计算表按2.5m拉线棒计算电杆(松砂石)土方计算拉线盘(松砂石)土方计算0.3m*0.6m0.4m*0.8m0.5m*1.0m0.6m*1.2m-71-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）无底盘aha1V有拉盘abhV电杆高度a=0.8h=电杆埋深a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道拉盘型号a=拉盘长度+2×操作余度b=拉盘宽度+2×操作余度h=拉盘埋深V=a*b*h+马道10m0.81.70.81.290.3m*0.6m10.71.51.2512m0.82.00.81.480.4m*0.8m1.20.81.51.6413m0.82.20.81.610.5m*1.0m1.40.922.7215m0.82.50.81.800.6m*1.2m1.6123.40有底盘aha1V电杆高度a=底盘宽度+2×操作余度h=电杆埋深+底盘厚度a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道底盘型号10m1.21.91.22.940.8m*0.8m12m1.22.21.23.370.8m*0.8m13m1.22.41.23.660.8m*0.8m15m1.22.71.24.090.8m*0.8m10m1.41.91.43.921.0m*1.0m计算表按2m拉线棒计算12m1.42.21.44.511.0m*1.0m计算表按2m拉线棒计算13m1.42.41.44.901.0m*1.0m计算表按2.5m拉线棒计算15m1.42.71.45.491.0m*1.0m计算表按2.5m拉线棒计算电杆(岩石)土方计算（按有模板计算）拉线盘(岩石)土方计算（按有模板计算）0.5m*1.0m0.6m*1.2m0.3m*0.6m0.4m*0.8m-72-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）无底盘aha1V有拉盘abhV电杆高度a=0.8h=电杆埋深a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道拉盘型号a=拉盘长度+2×操作余度b=拉盘宽度+2×操作余度h=拉盘埋深V=a*b*h+马道10m0.81.70.81.29无0.3m*0.6m1.20.91.51.8212m0.82.00.81.48无0.4m*0.8m1.411.52.3013m0.82.20.81.61无0.5m*1.0m1.61.123.7215m0.82.50.81.80无0.6m*1.2m1.81.224.52有底盘aha1V电杆高度a=底盘宽度+2×操作余度h=电杆埋深+底盘厚度a1=a+2×h×边坡系数V=h/3×〔a2+a×a1+a12〕+马道底盘型号10m1.41.91.43.920.8m*0.8m12m1.42.21.44.510.8m*0.8m13m1.42.41.44.900.8m*0.8m15m1.42.71.45.490.8m*0.8m10m1.61.91.65.061.0m*1.0m计算表按2m拉线棒计算12m1.62.21.65.831.0m*1.0m计算表按2m拉线棒计算13m1.62.41.66.341.0m*1.0m计算表按2.5m拉线棒计算15m1.62.71.67.111.0m*1.0m计算表按2.5m拉线棒计算电杆(泥水坑、流砂坑、干砂坑)土方计算拉线盘(泥水坑、流砂坑、干砂坑)土方计算0.6m*1.2m0.3m*0.6m0.4m*0.8m0.5m*1.0m-73-单位：m320千伏及以下农网改造升级工程建设成本审计模板（土石方计算表）说明：2.0m以下1：0.101：0.171：0.221：0.223.0m以下1：0.221：0.301：0.331：0.333.0m以上1：0.301：0.451：0.601：0.60泥水、流砂、岩石1、土、石质分类界定如下：1）普通土：指种植土、粘砂土、黄土和盐碱土等，主要利用锹、铲即能挖掘的土质；2）坚土：指土质坚硬难挖的红土、板状粘土、重块土、高岭土，必须用铁镐、条锄挖松，再用锹、铲挖出的土质；3）松砂石:指碎石、卵石和土的混合体，各种不坚实砾岩、页岩、风化岩、节理和裂缝较多的岩石等（不需要用爆破方法开采的），需要镐、撬棍、大锤、楔子等工具配合才能挖掘者；4）岩石：指不能用一般挖掘工具进行开挖的各类岩石，必须采用打眼、爆破或打凿才能开挖者；5）泥水：指坑的周围经常积水，坑的土质松散，如淤泥和沼泽地等，挖掘时因水渗入和浸润而成泥浆，容易坍塌，需用挡土板和适量排水才能施工者；6）流砂：指坑的土质为砂质或分层砂质，挖掘过程中砂层有上涌现象并容易坍塌的土质，挖掘时需排水和采用挡土板才能施工者；不需排水者为干砂坑；7）水坑：指土质较密实，开挖中坑壁不易坍塌，但有地下水涌出，挖掘过程中需用机械排水才能施工者；不放边坡4、带卡盘的电杆坑如原计算的尺寸不能满足卡盘安装时，因卡盘超长而增加的土方量另计；不放边坡2、施工操作裕度按基础底宽（不包括垫层）每边增加量为：1）普通土、坚土坑、水坑、松砂石坑为0.2m；2）泥水坑、流砂坑、干砂坑为0.3m；3）岩石坑有模板为0.2m，岩石坑无模板为0.1m；3、各类土、石质的边坡系数：11、岩石按挖填，如需要排水，可按挖填方（岩石）人工定额乘1.5系数。不放边坡6、定额已包括挖掘过程中因少量坍塌而多挖的，或石方爆破过程中因人力不易控制而多爆破的土石方工作量；8、岩石坑采用人工辅以钻岩机打眼，爆破施工；5、各类土、石质按设计地址资料确定，不作分层计算。同一坑、槽、沟内出现两种或两种以上不同土（石）质时，一般选用含量较大的一种确定其类型。出现流沙层时，不论其上层土质占多少，全坑均按流沙坑计算；7、人工开凿岩石坑是指在变电站、发电厂、通信线、电力线、铁路、居民点以及国家级的风景区等附近受现场地形或客观条件限制，按设计要求不能采用爆破的地方施工；9、泥水、流沙坑的挖填方，已分别考虑了必要的排水和挡土板的装拆工作量，套用定额时，不再另计；10、冻土厚度≥300mm者，冻土层的挖方量，按坚土挖方定额乘2.5系数，其他土层仍按地质规定套用原定额；普通土、水坑坚土土质坑深松砂石-74-