工程量计算附表

1、附表：1-6 层工程量总计M5.0 混合砂浆石料:毛石M5.0 混合砂浆石料:毛石基础深度:1.3m8010305001001 石基础m341.66163.056792.661086.63基础类型:条形M5.0 水泥砂浆3：7 灰土垫层3:79AB001001厚度：300mmm319.3875.261458.54层土源：就地取土10010401002001 独立基础混凝土强度:C30m39.11222.982031.3511010401006001 垫 层混凝土强度:C15m31.70227.33386.46129.34工程名称:某办公楼建筑第页共页金额（元）序计量工程号项目编码项目名称项目特

2、征单位数量综合合价其中:单价暂估价1010101001001平整场地土壤类别:普通土m2756.35.28792.00土壤类别:综合2010101003001挖基础土方基础类型:独基m31985.750.141108.09挖土深度:1.3m4010103001001土方回填基础夯填m331.7013.32422.245010103001002土方回填室内夯填m322.357.69171.87墙体:多孔砖墙墙体厚度:240mm空心砖墙.6010304001001KPm3101.35205.2820805.131118.53砌块墙240*115*90M5.0 混合砂浆墙体:多孔砖墙墙体厚度:120

3、mm空心砖墙.7010304001002煤矸石多孔KP 砖m31.89188.13355.5715.08砌块墙240*115*9012010402001001矩形柱类型:独立柱m35.06262.761329.5712.18混凝土强度:C25类型:构造柱13010402001002矩形柱混凝土强度:C20m34.22268.221131.8910.1514010403002001矩形梁混凝土等级:C20m36.14226.561391.0815010403004001圈梁混凝土强度:C20m36.19267.721657.19类型:基础圈梁16010403004002圈梁混凝土等级:C20m3

4、5.32267.721424.2717010405001001有梁板混凝土强度:C20m316.48221.953657.7418010405003001平板混凝土强度:C20m31.94224.62435.7619010405007001挑檐板混凝土强度:C20m33.94283.211115.8520010405008001雨篷台板混凝土强度:C20m33.41318.871087.3521010405009001其他板混凝土强度:C20m30.65224.62146.00类型:补空板22010406001001直形楼梯混凝土强度:C20m27.5558.29440.09垫层:3：7 灰土

5、150mm 厚23010407002001散水面层厚度:60mmm221.9652.231146.97109.08C20 细石砼填塞料:嵌缝膏垫层:3：7 灰土24010407002002坡道300mm 厚m21.9255.19105.9613.34面层厚度:60mm混凝土强度:C20现场预制25010410003001过梁混凝土强度:C20m31.28743.93952.23148.8226010412002001空心板混凝土强度:C30m32.11610.161287.4497.3427010412002002空心板混凝土强度:C40m39.30609.835671.42434.99280

6、10416001001现浇混凝钢筋种类、规格:t4.6444874.8322638.7117052.77土钢筋I 级钢筋29010416001002现浇混凝钢筋种类、规格:t3.5824499.1116115.8113335.78土钢筋II 级钢筋30010416002001预制构件钢筋种类、规格:t0.1314687.06614.00478.67钢筋I 级钢筋屋面卷材PVC 橡胶防水卷材, 防水层作31010702001001防水法:见“建筑做法m2150.0088.0413206.00945.69说明表”及大样聚氨酯涂膜,32010702002001屋面天沟找平层:C20 细m230.84105.233245.29167.33涂膜防水石砼找坡 1，最薄处 20mm屋面刚性雨蓬顶 1：2 水泥33010702003001防水砂浆 20mm 厚m216.4316.91277.8367.8834010702004001屋面排水管D110 镀锌铁皮m30.0817.54527.60墙基防潮35010703003001砂浆防潮层1：2 水泥砂浆 外m218.5112.13224.5367.8