工程量计算表超压运行及腐蚀老化注水管道改造.doc

工 程 量 计 算 表序号定额编号单项工程名称计 算 式单位数量1L外=（9+0.12）2+9.56+0.24 =28.04m2L外中心线=（9-0.25+0.185）2+9.56-0.5+0.37 =27.3 m3S=9（9.56+0.24） =88.2 m4平整场地88.2+（9+9.8）2+16 =141.8 m100m1.4185人工挖沟槽（0.9+0.3）+（2.10.422+1.2）2.12（27.3-0.9）=115.43 m3100 m31.1546毛石基础（0.450.9+0.450.75+0.90.6）（27.3-0.9） =33.86 m310 m33.3867现浇混凝土圈梁0.370.2427.3+（1.5-0.45）22 =5.222 m310 m30.5228复合木摸板10 m30.5229砌砖墙（27.33.06-1.22.15-1.23）0.37 =24.915m10m2.49210回填土 夯填115.43-33.86-2.611 =78.959m100m0.7911墙面抹灰0.3727.3 =10.101100m0.10112综合脚手架99.8 =88.2m100m0.88213木模板木支撑雨篷估1.5m10m0.1514现浇混凝土雨篷估1.5m10m0.1515复合木模板过梁木支撑估0.370.24(1.5+1.82+1.55+1.12) =1.34m10m0.13116现浇混凝土过梁10m0.13117挑檐板估27.310.08 =2.184m10m0.21818天沟板10m0.21819挑檐板安装汽车起重10m0.21820钢筋砼构件接头灌缝挑檐板10m0.21821钢筋铁件增减预埋铁件（0.63+6.250.01）61.020.617+0.20.1647.11.0127 =111.78kgt0.11222双T板估9.561.8 4块 9.561.5 1块 4.238+0.883=5.12110m0.51223双T板10m0.51224主材m5.12125屋面铁皮排水天沟、泛水27.30.37 =10.101m100m0.12620m以内卷扬机施工100m0.88227门框制作0.92.12 =3.78100m0.03828门框安装100m0.03829门扇木拼板门带亮子制作0.92.12 =3.78100m0.038工程名称: 超压运行及腐蚀老化注水管道改造 （土建、维修） 图号：建07082 第1页工 程 量 计 算 表序号定额编号单项工程名称计 算 式单位数量30门扇木拼板门带亮子安装100m0.03831钢防盗门安装3.6100m0.03632主材500元/估33混凝土垫层（9.56-0.5）（9-0.5）0.08 =6.161m10m0.61634人工挖沟槽普通土深度2m内2.420.7 =3.36m100 m30.03435砂垫层10 m30.3436木模板木支撑台阶(1.40.1+0.30.32+0.322+0.20.12)2.4 =0.9m10 m30.0937现浇混凝土台阶10 m30.0938整体面层水泥砂浆台阶204.8+0.32.42+0.3752 =6.99m100m0.0739人工挖沟槽普通土深度2m内0.3(9+1)12+9.81-2.41 =8.22m100m0.08240砂垫层10m0.8241整体面层砼散水面层(9+12+9.8)1-2.4 =27.4m100m0.27442马蹄酯填缝29.8+2.4+29.821 =47.1m100m0.47143找平层水泥砂浆砼9.569 =86.04m100m0.8644屋面保温现浇水泥珍珠岩100m0.8645找平层水泥砂浆100m0.8646SBS卷材热熔(9.8+0.52)9+旧9.84.3 =139.34m100m1.39347主材16.61元/m 139.341.18=164.42m164.4248墙面墙裙石灰砂浆四遍22(9-0.5)2+(9.56-0.5)23.09-1.22.15-1.51.82-0.92.12-1.23 =83.14100m0.83149刷多乐士油漆内墙83.14+旧房屋(3.56+9.06)3.092-3.78-5.42 =120.306100m1.20350多乐士28元/ (8.14+18.1)1.203 =31.56731.56751混凝土面天棚混合砂浆（9.56-0.5）（9-0.5）+3.569.06=109.264100m1.09352刷多乐士油漆内墙100m1.09353多乐士28元/ (8.14+18.1)1.093 =28.6828.6854塑钢窗框安装1.22.15+1.51.82=18100m0.1855单框双玻塑钢窗180.948 =17.064mm17.06456隐纱窗估45元扇757地砖楼地面600以内（9.56-0.5）（9-0.5）=77.01100m0.7758主材600600 13元/块 213.89块块213.89工程名称: 超压运行及腐蚀老化注水管道改造 （土建、维修） 图号：建07082 第2页 工 程 量 计 算 表序号定额编号单项工程名称计 算 式单位数量59地砖踢脚板 （9.56-0.5）2+（9-0.5）2-0.9-1.22+0.53=33.32100m0.333606001503元55.5块块55.561砍灰皮旧(3.56+9.06)3.092-3.78-5.42+3.569.06 =69.4210m6.94262掏墙洞 370(12.6+5.4+3.6)0.37 =7.992mm7.99263拆散水11.81 =11.8m 10m1.1864挖基坑(2.65+0.6)(1.06+0.6)0.92个 =9.72m100m0.097265混凝土设备基础2.651.060.92个 =5.06m10m0.50666木支撑10m0.50667设备基础螺栓木模板12个（螺栓主材）10个1.268螺栓孔灌浆0.20.20.4862