1、人工挖孔桩护壁费用计算人工挖孔桩(护壁)费用计算LT人工挖孔桩砼护壁项目单位单价(元)人工挖孔桩砼护壁孔深( m以内)孔深( m以内)101520101520数量数量数量数量数量数量5022.565424.235976.77基价元5022.565424.235976.771750.532133.352657.85其中人工费元1750.532133.352657.852627.722638.172652.49材料费元2627.722638.172652.49644.31652.71666.43机械费元644.31652.71666.4367.74582.56102.858综合工日工日25.846
2、7.74582.56102.8580.2520.2520.252主要材料钢筋10以内t26000.2520.2520.25228.3528.11327.841挖孔桩钢模kg3.528.3528.11327.8412.4382.4382.438镀锌铁丝22#kg3.832.4382.4382.4380.0810.0810.081主要机械卷扬机单筒慢速(5t以内)台班92.090.0810.0810.0812.142.142.14滚筒式搅拌机500L以内台班116.642.142.142.140.1350.1350.135钢筋调直机14以内台班41.530.1350.1350.135333单级离心
3、清水泵50mm内台班61.613332.92.92.9吹风机(am3/min以内)台班59.412.92.92.910.310.310.3现浇C30砼,粒径40mm,525#水泥m3173.2710.310.310.3人工挖孔桩砼桩身计量单位:10m310人工挖孔桩砼桩身计量单位:10m31002-11402-11502-116定额编号02-11402-11502-116人工挖孔桩砼桩身项目单位单价(元)人工挖孔桩砼桩身孔深( m以内)孔深( m以内)101520101520数量数量数量数量数量数量3731.694015.614390.29基价元3731.694015.614390.29133
4、4.581603.891956.86其中人工费元1334.581603.891956.861833.441841.311850.37材料费元1833.441841.311850.37563.67570.41583.06机械费元563.67570.41583.0651.64862.0775.73综合工日工日25.8451.64862.0775.733.893.893.89金属周转材料摊销kg33.893.893.890.830.830.83主要机械机动翻斗车(1t以内)台班108.980.830.830.830.830.830.83滚筒式搅拌机500L以内台班116.640.830.830.83
5、333单级离心清水泵50mm内台班61.613332.92.92.9吹风机(am3/min以内)台班59.412.92.92.910.310.310.3现浇C30砼,粒径40mm,525#水泥m3173.2710.310.310.3人工挖孔桩入岩增加费计量单位:10m310人工挖孔桩入岩增加费计量单位:10m31002-12002-12102-122定额编号02-12002-12102-122人工挖孔桩入岩增加费项目单位单价(元)人工挖孔桩入岩增加费孔深( m以内)孔深( m以内)101520101520数量数量数量数量数量数量1470.761619.211767.66基价元1470.7616
6、19.211767.66516.8568.48620.16其中人工费元516.8568.48620.1626.2630.2634.26材料费元26.2630.2634.26927.71020.471113.24机械费元927.71020.471113.24202224综合工日工日25.8420222422.53高压风管m822.53101112空气压缩机1m3/min以内m392.77101112人工挖孔桩钢筋笼计量单位:t1人工挖孔桩钢筋笼计量单位:t102-129定额编号02-129人工挖孔桩钢筋笼项目单位单价(元)人工挖孔桩钢筋笼数量数量3029.16基价元3029.16256.07其中
7、人工费元256.072693.49材料费元2693.4979.6机械费元79.69.91综合工日工日25.849.910.111主要材料钢筋10以内t26000.1110.919钢筋10以上t26000.9191.63镀锌铁丝22#kg3.831.63人工挖孔桩钢筋笼安装计量单位:根1人工挖孔桩钢筋笼安装计量单位:根102-13002-13102-132定额编号02-13002-13102-132人工挖孔桩钢筋笼安装项目单位单价(元)人工挖孔桩钢筋笼安装钢筋笼长( m以内)钢筋笼长( m以内)102030102030数量数量数量数量数量数量202.54252.26301.98基价元202.54
8、252.26301.9841.3451.6862.02其中人工费元41.3451.6862.0210.512.213.9材料费元10.512.213.9150.7188.38226.06机械费元150.7188.38226.061.622.4综合工日工日25.841.622.40.0020.0020.002松木成材m310000.0020.0020.0020.010.0120.014杉原木m38500.010.0120.0140.20.250.3汽车式起重机12t以内台班753.520.20.250.3人工挖孔桩凿截桩头计量单位:根1人工挖孔桩凿截桩头计量单位:根102-128定额编号02-128人工挖孔桩凿截桩头项目单位单价(元)人工挖孔桩凿截桩头数量数量106.15基价元106.15106.15其中人工费元106.15材料费元机械费元4.108综合工日工日25.844.108以上就是中国建筑网为建筑人士提供的有关人工挖孔桩多少钱一方的介绍,更多关于建筑术语的知识,请您关注中国建筑网的建筑知识栏目。
copyright@ 2008-2022 冰豆网网站版权所有
经营许可证编号:鄂ICP备2022015515号-1