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表2单位工程名称：×××铸铁厂辅助用房序号汇总内容金额(元)其中：暂估价(元)1分部分项工程费72603.190.001.1其中：人工费14504.080.001.2材料费50805.390.001.3机械费1408.710.001.4主材费0.000.001.5管理费3976.94-1.6利润1910.18-2措施项目23793.40-2.1安全文明施工费2395.91-3其他项目0.000.003.1暂列金额0.00-3.2专业工程暂估价0.000.003.3计日工0.00-3.4总承包服务费0.00-4规费3557.03-5税金3443.40-6小计=1+2+3+4+5103397.020.00投标人：（盖章）法定代表人或委托代理人：（签字或盖章）日期：年月日单位工程费用汇总表表3单位工程名称：×××铸铁厂辅助用房综合单价合价1123辅助用房60617.092010101003001挖基础土方【三类土;场内弃至运距自行考虑】m341.17423.20955.243010103001001土(石)方回填【按实际回填量;回填土夯填;包括室内回填土;场内弃至运距自行考虑】m341.98423.65992.924010301001001砖基础【砼砖;M10水泥砂浆砌筑】m39.548331.933169.275010302001001空心砖墙【1砖KP1外墙;M10混合砂浆砌筑】m326.666270.467212.096010302001002女儿墙【KP1;M7.5混合砂浆砌筑】m30.968269.59260.967010401001001带形基础【素土夯实;C15商品砼垫层】m39.688346.283354.768010403004001现浇圈梁【;C20商品砼】m312.257371.904558.389010402001001现浇矩形柱【构造柱;C20商品砼】m34.474418.641873.0010010414002001其他构件【加工厂预制檩条，C30砼】m31.600679.801087.6811010405007001天沟、挑檐板【天沟;C20商品砼】m33.180394.761255.3412010410003001预制过梁【C20商品砼】m30.881450.50396.8913010416001001现浇混凝土钢筋【砌体加固筋】t0.0766090.89462.9114010407002001现浇散水【详苏J9508-39-3】m230.91255.451714.0715010407002002现浇室外坡道【详苏J9508-41-A】m27.68071.69550.5816010701001001瓦屋面【平瓦,20*25挂瓦条;10*30顺水条;聚氯乙烯防水;25厚防火板】m2132.79762.948358.2417010703001001卷材防水【聚氯乙烯防水】m240.70639.331600.9718010703003001砂浆防水【天沟屋面20厚1:3水泥砂浆找平】m215.0189.57143.7219010702004001屋面排水管【铸铁落水口;PVC落水斗;PVC落水管】M14.80043.60645.2820020101002001现浇水磨石楼地面【素土夯实;120厚碎石;100厚C15商品细石砼;20厚1：3水泥砂浆;15厚1：2水泥白石子磨光打蜡】m2113.818108.7412376.5721020105001001水泥砂浆踢脚线【踢脚线高120,10厚1：3水泥砂浆粉面找坡,10厚1：2.5水泥砂浆压实抹光】m26.12529.28179.3422020201001001墙面一般抹灰【内墙粉刷:12厚1:1:6水泥石灰膏砂浆打底,6厚1:0.3:3水泥石灰膏砂浆粉面压实抹光】m2146.08413.571982.3623020201001002墙面一般抹灰【外墙粉刷:12厚1:3水泥砂浆打底,6厚1:2.5水泥砂浆粉面压实抹光】m2173.30118.003119.4224020506001001抹灰面油漆【内墙乳胶漆】m2146.0848.791284.0825020506001002抹灰面油漆【外墙外墙涂料】m2173.30117.793083.0226123其它11986.1027010416001002现浇混凝土钢筋【Ⅰ级钢:直径Φ12MM以内】t0.6185535.823421.1428010416001003现浇混凝土钢筋【新Ⅱ级钢:直径Φ25MM以内】t1.4405188.357471.2229010416002001预制构件钢筋【Φ25MM以内】t0.0785495.20428.6330010416002002预制构件钢筋【Φ16MM以内】t0.0385522.42209.8531010416002003预制构件钢筋【Φ16MM以外】t0.0885173.42455.2632合计72603.19分部分项工程量清单计价表序号项目编码项目名称计量单位工程数量金额(元)表4单位工程名称：×××铸铁厂辅助用房人工费材料费机械费管理费利润12010101003001挖基础土方三类土;场内弃至运距自行考虑m341.17414.200.002.744.232.0323.20ACZ1-B2反铲挖掘机挖土不装车斗容量0.5m3内1000m30.056139.400.001996.70534.03256.332926.46A1-3*2人工挖土方深度1.5M以内三类干土M317.36825.420.000.006.363.0534.83A1-92单(双)轮车运土运距50M以内M317.3687.790.000.001.950.9310.673010103001001土(石)方回填按实际回填量;回填土夯填;包括室内回填土;场内弃至运距自行考虑m341.98416.250.001.014.312.0823.65A1-1人工挖土方深度1.5M以内一类干土M341.9844.920.000.001.230.596.74A1-104基(槽)坑夯填土M334.40411.480.001.093.141.5117.22A1-102地面夯填土M37.58010.660.000.652.831.3615.504010301001001砖基础砼砖;M10水泥砂浆砌筑m39.54852.80254.733.5514.096.76331.93ACZ3-B1水泥砂浆M5直形砼砖基础m39.54852.80254.733.5514.096.76331.935010302001001空心砖墙1砖KP1外墙;M10混合砂浆砌筑m326.66649.72198.582.7413.126.30270.46A3-22.2换M10混合砂浆砌KP1粘土多孔一砖墙240×115×90M326.66649.72198.582.7413.126.30270.466010302001002女儿墙KP1;M7.5混合砂浆砌筑m30.96849.72197.712.7413.126.30269.59A3-22.1换M7.5混合砂浆砌KP1粘土多孔一砖墙240×115×90M30.96849.72197.712.7413.126.30269.597010401001001带形基础素土夯实;C15商品砼垫层m39.68822.70289.2118.9510.425.00346.28A1-100基(槽)坑原土打底夯10M24.8444.920.001.621.640.788.96工程数量综合单价组成综合单价123辅助用房分部分项综合单价分析表序号项目编码项目名称项目特征计量单位表4单位工程名称：×××铸铁厂辅助用房人工费材料费机械费管理费利润工程数量综合单价组成综合单价分部分项综合单价分析表序号项目编码项目名称项目特征计量单位A5-285换商品混凝土C15(非泵送)现浇无梁式砼条形基础M39.68820.24289.2118.149.604.61341.808010403004001现浇圈梁;C20商品砼m312.25751.48299.501.3713.216.34371.90A5-302商品砼C20(非泵送)现浇圈梁M312.25751.48299.501.3713.216.34371.909010402001001现浇矩形柱构造柱;C20商品砼m34.47487.56296.241.7822.3410.72418.64A5-298商品砼C20(非泵送)现浇构造柱M34.47487.56296.241.7822.3410.72418.6410010414002001其他构件加工厂预制檩条，C30砼m31.600125.94323.37134.2365.0431.22679.80A5-96C30加工厂预制砼矩形檩条M31.60066.00288.0535.6525.4112.20427.31A7-93塔式起重机安装小型构件M31.60049.2830.070.4712.445.9798.23A7-9Ⅱ类预制砼构件运输距离在10KM以内M31.60010.665.2598.1127.1913.05154.2611010405007001天沟、挑檐板天沟;C20商品砼m33.18062.92305.552.2016.287.81394.76A5-330商品砼C20(非泵送)现浇天、檐沟、竖向挑板M33.18062.92305.552.2016.287.81394.7612010410003001预制过梁C20商品砼m30.88177.44325.8613.5322.7510.92450.50A5-341商品砼C20(非泵送)现场预制过梁M30.88128.60299.9613.0610.425.00357.04A7-72塔式起重机安装过梁M30.88137.8413.520.479.584.6066.01A7-109M10水泥砂浆过梁接头灌缝M30.88111.0012.380.002.751.3227.4513010416001001现浇混凝土钢筋砌体加固筋t0.0761026.524629.9239.88266.60127.986090.89A4-25砌体、板缝内加固钢筋不绑扎T0.038932.364592.4339.88243.06116.675924.40表4单位工程名称：×××铸铁厂辅助用房人工费材料费机械费管理费利润工程数量综合单价组成综合单价分部分项综合单价分析表序号项目编码项目名称项目特征计量单位A4-26砌体、板缝内加固钢筋绑扎T0.0381120.684667.4039.88290.14139.276257.3714010407002001现浇散水详苏J9508-39-3m230.91213.4236.330.543.491.6755.45A1-99地面原土打底夯10M23.0914.100.000.991.270.616.97A12-172换砼散水(商品混凝土C15)10M2投影面积3.09191.63313.564.3924.0111.52445.11A9-161建筑油膏填伸缩缝10M4.91224.2031.300.006.052.9064.4515010407002002现浇室外坡道详苏J9508-41-Am27.68012.7353.460.583.331.6071.69A1-99地面原土打底夯10M20.7684.100.000.991.270.616.97A12-173换大门砼斜坡(商品混凝土C15)(M2.5混合砂浆)10M2投影面积0.768123.20534.564.8132.0015.36709.9316010701001001瓦屋面平瓦,20*25挂瓦条;10*30顺水条;聚氯乙烯防水;25厚防火板m2132.7975.8954.850.001.480.7162.94A8-52换檩木上钉顺水条及挂瓦条10M2斜面积13.28018.0465.380.004.512.1690