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1、建筑安装工程直接工程费计算表合计：133,103.62单位/元序号定额编号项目名称计量单位工程量综合单价其中人工费材料费机械费单价合价/元单价合价/元单价合价/元单价合价/元101044平整场地100㎡3.063271.66219.5171.66219.510.000.000.000.00201017挖沟槽（深2m以内）一二100m33.765709.342,670.67705.022,654.400.000.004.3216.26301042回填土夯填100m33.085439.271,355.15247.75764.310.000.00191.52590.84401045
2、人工运土方运距20m以内100m30.68503342.04503342.040.000.000.000.00504180毛石基础M7.510m39.3811491.5513,992.23293.022,748.821168.1410,958.3230.39285.09604002砖基础M7.510m31.751673.462,928.56295.98517.971359.522,379.1617.9631.43704013490砖外墙M5.010m314.91822.0427,148.40402.96,003.211399.3420,850.1719.8295.028040
3、04240砖内墙M5.010m33.7871781.286,745.71380.151,439.631382.255,234.5818.8871.50904065砖砌台阶10㎡1.248391.46488.5481.67101.92305.65381.454.145.171005353现浇基础圈梁砼砾石40C2010m31.72187.283,718.38334.43568.531787.343,038.4865.51111.371105369现浇圈梁砼砾石40C2010m32.3342409.995,624.92579.221,351.901790.244,178.4240
4、.5394.601205419现浇平板厚10cm以外砼砾石40C2010m32.562218.415,679.13338.29866.021814.554,645.2565.57167.861305373预制过梁砼砾石40C2010m30.9162298.52,105.43338.52310.081746.31,599.61213.68195.731405431现浇楼梯直形砼砾石40C2010㎡3.0744626.191,925.16138.78426.67460.351,415.3027.0683.191505555雨篷（现浇）砼砾石20C2510㎡0.44210.4192
5、.5846.4120.42155.6868.508.323.661605451女儿墙压顶砼砾石20C2010m30.2282760.5629.39633.36144.412023.04461.25104.123.731705878Φ6HPB235(预制）t0.1233181.04391.27487.5559.972662.27327.4631.223.84序号定额编号项目名称计量单位工程量综合单价其中人工费材料费机械费单价合价/元单价合价/元单价合价/元单价合价/元1８05850换Φ6HPB235(现浇）t0.4953224.741,596.25514.83254.84267
6、5.061,324.1534.8517.251905851Φ8HPB235(现浇）t2.41453024.267,302.08335.56810.212649.36,396.7339.495.132005853Φ12HPB235（现浇）t1.592942.534,678.62217.03345.082632.034,184.9392.67147.3521０５８８４Φ12HPB235（预制）t0.3812901.861,105.61205.8678.432608.12993.6988.0633.552205854Φ14HPB235（现浇）t0.03432900.8899.621
7、87.686.442628.2290.2584.982.922308019换20厚1：2.5水泥砂浆找平层100㎡1.4736663.65977.95205.89303.40497.86733.6515.6623.082408020换20厚1：2.5水泥砂浆找平层100㎡1.323727.37962.31213.85282.92497.86658.6715.6620.7225091124厚SBS防水层（改苯乙烯涂料二遍平面）100㎡1.473585.63126.1850.2874.0935.3552.0
