表_05_分组工程量清单计价表-偏桥水库.xls

工程量清单工程名称:宣威市偏桥水库干支渠防渗工程序号工程或费用名称单位数量单价(元)合价(元)备注一第一部分：建筑工程1435581.11(一)规沙总干渠防渗部分309374.231.1淤泥开挖m35985.0028.36169734.601.2石方开挖m323.0040.23925.291.3M10.0砂浆凿除m342.00122.835158.861.4M10.0水泥砂浆抹面(2cm厚)m22104.009.6220240.481.5C15混凝土凿除m386.00176.5915186.741.6C15混凝土拆除m323.0092.982138.541.7C15混凝土浇筑m3109.00290.8931707.011.8模板制安m2573.8040.1823055.281.9钢筋制安t5.407634.7141227.43(二)总干渠3#渡槽前干渠部分34371.082.1浆砌石拆除m326.0024.33632.582.2C15混凝土底板拆除m33.2692.98303.112.3M7.5浆砌石m326.00179.794674.542.4C15现浇砼m34.41290.881282.782.5C20砼渡槽拆除m315.0097.031455.452.6C20砼渡槽现浇m315.00302.514537.652.6渡槽模板制安m2124.8066.888346.622.7651橡胶止水带m12.40135.991686.282.8钢筋制安t1.507634.7111452.07(三)总干渠8#渡槽部分64785.003.1浆砌石拆除m324.0024.33583.923.2C15混凝土拆除m316.4892.981532.313.3M7.5浆砌石m324.00179.794314.963.4C15现浇砼m33.48290.861012.193.5C20砼渡槽现浇m313.00302.513932.633.6渡槽模板制安m2499.1066.8833379.81合计2092255.12招标人:宣威市偏桥水库干支渠防渗工程建设管理局(公章)编制时间:2012年4月6日工程量清单工程名称:宣威市偏桥水库干支渠防渗工程序号工程或费用名称单位数量单价(元)合价(元)备注3.7651橡胶止水带m74.30135.9910104.063.8钢筋制安t1.307634.719925.12(四)三道干渠1#、2#、3#、4#渡槽部分183829.664.1淤泥开挖m31640.0028.3646510.404.2M10.0砂浆凿除m3187.20122.8322993.954.3M10.0水泥砂浆抹面(2cm厚)m210297.009.6299057.144.4浆砌石拆除m326.0024.33632.584.5C15混凝土底板拆除m38.5292.98792.194.6M7.5浆砌石m326.00179.794674.544.7C15现浇砼底板m32.52290.92733.124.8C20砼渡槽现浇m36.00302.511815.064.9651橡胶止水带m15.00135.992039.854.10钢筋制安t0.607634.714580.83(五)灰洞 1#倒虹吸及总干渠倒虹吸冲砂孔修复土建部分490136.515.1淤泥开挖m33698.0028.36104875.285.2石方开挖m3231.0040.239293.135.3M10.0砂浆凿除m3529.83122.8365078.815.4M10.0水泥砂浆抹面(3cm厚)m219238.0013.40257789.205.5浆砌石拆除m3135.0024.333284.555.6M7.5浆砌石m3193.00179.7934699.475.7C15现浇砼底板m36.00290.891745.345.8C20砼盖板m37.00289.492026.435.9冲砂闸室房m25.00900.004500.005.10启闭机拆除台1.001500.001500.005.11钢筋制安t0.707634.715344.30(六)大塘干渠防渗部分198195.946.1淤泥开挖m32224.0028.3663072.646.2土方开挖m319.0024.72469.68合计2092255.12招标人:宣威市偏桥水库干支渠防渗工程建设管理局(公章)编制时间:2012年4月6日工程量清单工程名称:宣威市偏桥水库干支渠防渗工程序号工程或费用名称单位数量单价(元)合价(元)备注6.3M10.0砂浆凿除m3238.32122.8329272.746.4M10.0水泥砂浆抹面(3cm厚)m25743.0013.4076956.206.5砼小板拆除m318.0024.21435.786.6C20砼小板m345.00350.4315769.356.7M7.5浆砌石m38.00179.791438.326.8C20混凝土人行桥m37.00289.492026.436.9碎石垫层m33.0097.86293.586.10路缘石m21.00438.22438.226.11钢筋制安t1.007634.717634.716.12钢垫板t0.057765.86388.29(七)干渠节制闸、分水闸土建部分29594.217.1M7.5浆砌石m311.81179.792123.327.2C20混凝土闸墩m327.17285.897767.637.3门槽二期C25混凝土m35.67378.032143.437.4钢筋制安t2.307634.7117559.83(八)兴学干渠、石缸干渠部分125294.488.1淤泥开挖m34418.0028.36125294.48三第三部分：金属结构及安装部分656674.01(一)灰洞 1#倒虹吸及总干渠倒虹吸冲砂孔设备安装部分68767.061.1300冲砂闸阀个2.0013338.5626677.121.2启闭机 LG-5t台1.0042089.9442089.94(二)干渠节制闸、分水闸设备安装部分587906.952.1闸门t9.6017396.62167007.552.2启闭机 LG-5T台10.0042089.94420899.40合计2092255.12招标人:宣威市偏桥水库干支渠防渗工程建设管理局(公章)编制时间:2012年4月6日