2分部分项工程量清单综合单价分析表2

1、分分部部分分项项工工程程量量清清单单综综合合费费用用分分析析表表工工程程名名称称: :烟烟莱莱住住宅宅楼楼 第第 1 1 页页 共共 1 1 页页序序号号项项目目编编码码项项目目名名称称清清单单单单位位清清单单数数量量工工程程内内容容子子目目单单位位子子目目数数量量费费用用构构成成综综合合单单价价综综合合合合价价人人工工费费材材料料费费机机械械使使用用费费管管理理费费利利润润1010101001001平整场地m2117.450场地平整 机械10m2 23.370.363.540.160.060.8196.29合 计0.070.700.030.012010101003001挖基础土方m339.3

2、40人工挖土方深度2M内 普通土10m3 5.9982.082.810.9613.09514.58合 计12.510.430.153010101004001冻土开挖m318.740人工挖冻土厚度0.5M内人工开挖10m3 1.87483.8416.565.6450.60948.32合 计48.381.660.564010103001001土（石）方回填m396.440机械夯填土10m3 9.6421.2412.711.390.483.58345.30合 计2.121.270.140.055010304001001空心砖墙.砌块墙m369.940砌筑 非承重型黏土空心砖墙墙厚240M510m3

3、6.99461.161649.2212.4488.1530.05223.9715664.73合 计46.09164.831.248.813.006010401002001独立基础m33.748现场搅拌砼搅拌机 基础10m3 0.4682.4481.8036.205.811.98452.161694.74地基 垫层无筋砼M15.410m3 0.38367.561394.929.7671.1924.27现浇砼 独立基础M20.410m3 0.46291.241547.115.8174.4925.39合 计82.84340.356.1517.025.807010402001001矩形柱m39.648

4、现场搅拌砼搅拌机 柱墙梁板10m3 0.9882.4481.8058.486.812.32277.392676.12现浇砼 矩形柱M25.410m3 0.98689.761677.569.5393.0931.74合 计78.36178.536.9010.143.468010403002001矩形梁m320.160现场搅拌砼搅拌机 柱墙梁板10m3 2.0282.4481.8058.486.812.32260.145244.26现浇砼 单梁.连续梁M25.310m3 2.02468.721776.216.8387.7829.93合 计55.12185.806.539.463.2390104050

5、02001无梁板m323.490现场搅拌砼搅拌机 柱墙梁板10m3 2.3882.4481.8058.486.812.32257.536049.34现浇砼 无梁板 M25.210m3 2.38349.921836.087.8986.5129.49合 计43.81194.326.729.463.2210010406001001直形楼楼m211.040现场搅拌砼搅拌机 其他10m3 2.2182.4481.8092.828.362.85114.941269.01楼梯(板厚100mm)直形无斜梁M20.210m2 1.10159.12366.554.1820.577.01现浇砼 楼梯板厚每增减10m

6、m M20.210m2 2.218.2817.890.201.030.35合 计34.0656.5919.023.931.3411010407002001散水.坡道m239.800现场搅拌砼搅拌机 其他10m3 3.9882.4481.8092.828.362.8568.972744.68砼散水 3:7灰土垫层M15.410m2 3.98134.28259.775.1416.535.63合 计21.6734.169.802.490.8512010416001001现浇混凝土钢筋t5.750钢筋 现浇构件圆钢筋8t 1.48515.524239.2033.87190.6564.994918.56

7、28281.76钢筋 现浇构件圆钢筋10t 0.66378.004422.6630.83184.0962.76钢筋 现浇构件螺纹钢筋14t 0.02284.404186.9465.18179.2961.12钢筋 现浇构件螺纹钢筋16t 1.92251.284130.8063.27175.6459.88钢筋 现浇构件箍筋8t 1.61646.564239.2051.53196.0366.83合 计442.114181.1048.06184.4262.871301050100101木板大门m233.840推拉木板大门 带采光窗安装10m2 3.38154.0896.758.552.9126.22887.59合 计15.419.670.850.2914010702001001屋面卷材防水m2119.070SBS改性沥青卷材（满铺） 二层 平面10m2 13.0521.96602.8131.1810.6373.048696.87合 计2.4166.053.421.1615010702004001屋面排水管m23.200塑料管排水水落管10010m 2.3218.00212.977.702.6324.13559.82合 计