U型槽计算

编号工程或费用名称单位数量单价合计(一)斗渠（UD30型）65211.101土方开挖m390.6414.451309.812土方回填（外运70%）m317.7710.41185.023UD30型槽购置m731.0029.0021199.004UD30型槽安装m731.0029.2421374.445C10砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(二)斗渠（UD40）72223.051土方开挖m3150.5914.452175.972土方回填（外运70%）m329.5310.41307.373UD40型槽购置m73134.0024854.004UD40型槽安装m731.0032.4823742.885C10砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(三)斗渠（UD50）84887.691土方开挖m3226.6114.453274.512土方回填（外运70%）m344.4310.41462.553UD50型槽购置m731.0046.0033626.004UD50型槽安装m731.0036.0926381.795C10砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(四)斗渠(UD60）87824.381土方开挖m3404.2414.455841.312土方回填（外运70%）m379.2610.41825.133UD60型槽购置m731.0042.0030702.004UD60型槽安装m731.0040.1029313.105C15砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(五)斗渠(UD80)123281.461土方开挖m3494.8914.457151.122土方回填（外运70%）m397.0410.411010.153UD80型槽购置m731.0084.0061404.004UD80型槽安装m731.0044.5632573.365C15砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(六)斗渠(UD100)152751.651土方开挖m3668.8714.459665.102土方回填（外运70%）m3131.1510.411365.273UD100型槽购置m731.00112.0081872.004UD100型槽安装m731.0052.9538706.455C15砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16(七)斗渠(UD120)186559.751土方开挖m3950.3014.4513731.842土方回填（外运70%）m3186.3310.411939.733UD120型槽购置m731.00147.00107457.004UD120型槽安装m731.0057.8542288.355C15砼垫层m35.48285.351564.436现浇C15砼压顶m323.39358.928395.867标准钢模板（砼压顶部位）m240.9434.601416.398渠道整治m731.0013.369766.16渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731渠道宽渠道深渠道长度0.300.2731