1、会会所所屋屋面面瓦瓦工工程程量量计计算算部位投影面积(m2)屋面瓦高差(m)屋面瓦长度(m)数量 个数数值(m2)备注1-2轴交D-F轴之间40.962.46.41143.75三角形的两边平形四边形9.602.46.42120.511-3轴交B-G轴之间51.752.77.31155.181-3轴交F-G轴之间44.492.77.32194.8610.1米处平顶12.961112.96平顶下的小梯形8.600.21.286118.703-4轴交B-G轴之间87.754.211.51193.424-5轴交A-D轴之间37.212.36.11139.77三角形的两边平形四边形9.152.36.122、119.563-6轴交A-F轴142.664.211.511151.883-6轴交F-G轴132.954.211.511141.534-5轴交G轴31.692.45.82168.605-7轴交D-G轴63.214.211.51167.295-7轴交D-F轴平形四边形12.3038.21113.105轴交D轴处37.212.36.11139.775-7轴交B-F轴三角形56.3638.21160.01八角亭上屋面6.341.53.98154.32总总 计计985.19天沟部位2.418*(31.786+38.2+13.89+30)275.358钢筋309.70Kg瓦屋面985.19m230挂瓦条3、L30*4，中距按瓦材规格（防锈漆二遍）985.19m23.74顺水条-25*5，中距600（防锈漆二遍）985.19m22035厚C15细石砼找平（配6500*500钢筋网）1260.54m229.05110厚阻燃聚苯乙烯保温板1260.54m2128.142厚非焦油聚氨脂1260.54m234.9520厚1:2.5水泥砂浆找平层1260.54m212.46平平屋屋面面名称工程量计算式数值单位备注会 所 室 内 游 泳 池 顶内配6间距200双向钢筋网片C20细石砼随捣压实,0.5%找坡(最薄处40mm厚),分格缝3000*3000,高分子密封油膏嵌缝,缝宽10(与女儿墙交接处设20缝宽)34、1.05*15.05+(31.05+30.05)/2*2.8+2.45*19.65600.99m2平均厚度为142mm30厚干铺挤塑聚苯乙烯保温板600.99m2成松牌CS-120E高分子复合防水卷材600.99+(31.05+20.4)*2*0.45647.30m2单价同2厚非焦油聚氨脂防水涂料20厚1:3水泥砂浆找平层647.30m2防水层下须设找平层入 口 亭 屋 面1:8水泥陶粒找坡2%(最薄处20厚)0.7*10.8+5.1*4.631.02m220厚1:3水泥砂浆找平层31.02+(10.8+5.3)*2*0.4545.51m2刷基层处理剂一道45.51m22厚非焦油聚氨脂防水涂料5、45.51m22厚合成高分子卷材45.51m220厚1:2水泥砂浆保护层45.51m2二 层 露 台1/F轴至H轴交2轴至3轴处露台5*4.1+4.5*1.728.15m2平面(5.1+5.8)*2*0.36.54m2立面上翻3004轴交G轴处露台(5轴边)2.1*3*212.60m2平面(2.1+3)*2*0.3*26.12m2立面上翻3004轴至5轴交G轴至H轴处露台8.2*2.822.96m2平面(8.2+2.8)*2*0.36.60m2立面上翻300B轴至1/B轴交2轴至3轴处露台4.4*1.77.48m2平面(4.4+1.7)*2*0.33.66m2立面上翻3004轴至5轴的B轴外边6、处露台10*0.6+4.7*110.70m2平面(10+1.6)*2*0.36.96m2立面上翻30040厚C30UEA补偿收缩砼防水层(分格缝每6000一道,缝上口20-30下口宽15-20,内填聚氨脂嵌缝膏)内配4150*150钢筋网81.89m21:8水泥陶粒找坡2%(最薄处20厚)81.89m2满铺0.15厚聚乙烯薄膜一层111.77m230厚干铺挤塑聚苯乙烯保温板111.77m220厚911聚氨脂防水涂料111.77m2刷基层处理剂一道111.77m2地下室顶板1-2轴交1/F-1/G轴3.1*3.410.54m22-4轴交G-1/G轴1.8*6.712.06m24-7轴交G-H轴47、*1976.00m21/5-6轴交B-1/B轴3.2*1.75.44m21/7-10轴交B-C轴15.4*2.538.50m2142.54m2立面上翻300(3.1+1.6+6.7+19+3.2+1.7*2+2.5+15.4)*0.316.47m220厚1:3水泥砂浆找平142.54m2刷基层处理剂一道142.54m2非焦油聚氨酯涂膜2厚159.01m2点粘350号石油沥青油毡一层159.01m230厚C20细石砼保护层142.54m2地地下下室室外外墙墙立立面面名称工程量计算式数值单位备注地下室部位外墙-4.55米处地下室22.04*4.55+22.893*0.8+24.493*0.4+0.8、8*0.5*2129.19m2E轴交7-9轴间12.35*4.05+12.065*0.8+11.253*0.464.17m2-4.55米处地下室25.745*4.35+15.7*0.8+95*0.3+25.25*0.4+0.3*0.3163.24m2-4.05米处地下室95.281*4.05+11.15*0.3+85.314*0.8+98.064*0.4496.71m2合 计853.31m220厚1:3水泥砂浆找平853.31刷基层处理剂一道853.31非焦油聚氨脂涂膜2厚853.3130厚聚苯乙烯粘贴853.31地地下下室室外外墙墙立立面面名称工程量计算式数值单位备注地下室10轴线处外墙(Z9、HH/LX/043(北山)EJ段(至窗台)(4.8+6.6+6.6+0.25*6)*(2.35+0.7)59.48m2CE段(至女儿墙腰线底)(0.3+0.2+6.6+0.25)*(5.6+4.55)74.60m2JK段(至女儿墙腰线底)(6.6+0.25*3+0.35)*(5.6+0.7)48.51m2室外砌墙(0.24*4.55+0.24*0.5)*(0.3+0.2+6.6+0.25)8.91m3室外砌墙(0.24*0.8+0.24*0.5)*(6.6+0.25*3+0.35)2.40m3砌体11.31m320厚1:2.5水泥砂浆找平182.59m2非焦油聚氨脂涂膜2厚182.59m22010、厚1:2.5水泥砂浆保护层182.59m2会会所所外外墙墙立立面面名称工程量计算式数值单位备注1轴至10轴立面C轴交7轴至10轴(3+6*2+0.2+0.05*10+0.25*9)*(0.45+5.6+0.2*2+0.1*2)-1.656*5111.09m2C-6窗边(1.1+1.8)*2*0.1*52.90m2柱头升高2000.6*4*5*0.22.40m2C轴女儿墙内侧(3+6*2+0.2+0.05*10+0.25*9)*(0.2+1.4)28.72m2八角楼首层部位11.134*(4.15+0.45)-2.34*4-2.2*139.66m2C-5与M-8门窗边(2.2*2+1)*0.4+11、(1+2.55)*2*4*0.413.52m2八角楼(4.15-11.7)部位(14.138*(8.95-4.15)+19.22*(11.7-8.95)-5.692*497.95m2C-17窗边(5.9+1)*2*0.4*4+(3+1)*2*0.3*431.68m2八角楼(11.7以上)部位3.786*1.1*8+1.1*0.3*8+1.257*2.1*857.07m2八角楼顶盖21.208*1.2+25.184*0.435.52m2m21/5轴至6轴交1/B轴(3.6+1.7+0.2)*(10+0.02)-1.2*1.45-2.6*1.250.25m2窗边(1.2+1.45+2.6+1.2)12、*2*0.11.29m25轴至1/5轴交B轴(3.7+0.2)*8.95-1.2*1.45-2.6*1.230.05m2窗边(1.2+1.45+2.6+1.2)*2*0.11.29m2m2B轴边交4轴至5轴(1.9*2+9.8)*4.7+(1.5*2+9.8)*(8.95-4.7)-3.504*2-7.59-2.6*1.2*491.24m2窗边(3.3+2.3)*2*0.25+(1.2+3.05)*2*2*0.25+(2.6+1.2)*2*0.1*410.09m2拱门的墙面(0.9*2+4.3)*1.9*2-2.858*2+5.247*0.15+(1.5*2+9.8)*0.727.21m2拱门13、的顶0.9*4.33.87m2m21/B轴至B轴交1-4轴(0.3+3+4.2+6.8+1.8+0.2*5)*4.15-3.45-4.96*3+0.8*4*1.3556.96m2(0.3+3+4.2+6.8+1.8+0.2*3)*(8.95-4.15)-2.6-2.1*2.6*2-1*2.264.44m2窗边(3.45+1)*2*0.1+(2.1+2.55)*2*0.2*3+(2.6+1)*2*0.1+(1+2.2*2)*0.1+(2.1+2.6)*2*0.1*29.61m2H轴至B轴立面1轴交1/B轴至1/C轴(0.3+3.4+2.1+0.2)*(4.15+0.45)-2.55*2.122.14、25m2(0.3+3.4+1.5+0.2)*(7.908-4.15)-2.7*2.114.62m2窗边(2.55+2.1+2.7+2.1)*2*0.11.89m2m21轴外交D-F轴(1.7*2+7.2)*(4.15+0.45)-3*3.45-3.504*231.40m2(1.7*2+7.2)*(7.908-4.15)-(1.2*1.7+1*1.7)*232.35m2窗边(3+3.45*2)+(1.2+3.05+1.2+1.7+1+1.7)*4)*0.14.93m2拱门的墙面(5.1+4.7*2)*1.45*2-3.392*2-2.479*2*2+(10.6+5.3*2)*(0.95+0.2+15、0.95)69.87m2拱门的顶5.1*4.623.46m2第 6 页，共 8 页拱下的柱1.759*2*3.1511.08m2m21轴交F轴至1/F轴(0.3+3.4+2.1+0.2)*(4.15+0.45)-2.55*2.122.25m2(0.3+3.4+1.5+0.2)*(7.908-4.15)-2.7*2.114.62m2窗边(2.55+2.1+2.7+2.1)*2*0.11.89m2m210轴至1轴立面1-2轴交1/F轴-G轴(首)(3.2+1.7+0.2*2)*(4.15+0.45)-2.1*2.2519.66m21-3轴交1/F轴(二)(0.3+7.1+0.2)*(7.908-416、.15)+(1.7+0.2)*(8.832-4.15)-2.1*1.7*230.32m2窗边(2.1+2.25+(2.1+1.7)*2)*2*0.12.39m2m22-3轴交G轴(首)(0.3+4.2+0.3+0.2*2)*(4.15+0.02)-2.1*3.4514.44m2门边(2.1+3.45*2)*0.10.90m2拱门的墙面(5+4.1*2)*2.05*2-2.479*2-2.012*2*2+(5+4.1+5.8)*(0.95*2+0.2)72.40m2拱门的顶5*4.120.50m2拱下的柱1.759*2*3.1511.08m2m23-4轴交G轴6.8*(8.832+4.05)-117、.5*2.25*3-1.5*2.6*269.67m2窗边(1.5+2.25)*2*3*0.3+(1.5+2.6)*2*2*0.3+(1.5+2.1)*2*0.313.83m23-4轴中间柱子(0.5+0.6)*2*4.19.02m2阳台天棚2.1*3.16.51m2阳台栏板(2.1+3.1)*(0.7+1.75+0.2+1)18.98m2m24-5轴交G轴(9+0.2*2)*(9.54+0.02)-2.8*3.45-1.9*2.55*2-1.9*2.6*2-2.4*3.552.23m2窗边(2.8+3.45*2+2.4+3.5*2)*0.1+(1.9+2.55+1.9+2.6)*2*2*0.118、5.49m2阳台边(7.8+2.4*2)*(0.75+0.85+0.2+0.4)27.72m2阳台天棚9*2.825.20m2柱子(0.8+0.5)*2*2*(9.013+0.45)+(0.5+0.3)*2*2*(9.013-4.05)65.09m2阳台天棚11.4*3.944.46m2m25-6轴交G轴7.1*(8.832+0.45)-1.5*2.25*3-1.5*2.6*247.98m2窗边(1.5+2.25)*2*3*0.3+(1.5+2.6)*2*2*0.3+(1.5+2.1)*2*0.313.83m23-4轴中间柱子(0.5+0.6)*2*4.19.02m2阳台天棚2.1*3.16.19、51m2阳台栏板(2.1+3.1)*(0.7+1.75+0.2+1)18.98m2m26轴至7轴交K轴到F轴立面6轴首层(0.75+0.2+0.75)+(0.6*2+0.45*2+0.05*2)*2+(0.6*2+0.65*2+0.05*2)*2)*(4.15-0.7+0.45)44.07m2会会所所外外墙墙立立面面名称工程量计算式数值单位备注第 7 页，共 8 页6轴处女儿墙(6.6*2+0.4*9)*(0.6+0.7+1.45+0.2+1.45)73.92m2柱头超200高0.6*4*0.2*41.92m2m26-7轴交K-F轴(首)(0.15+0.25+6.5+2.2+6.6*3-0.220、5+0.25*5)*(4.15+0.45)-1.5*2.2-5.342*4112.87m2窗边(1.5+2.2*2)+(1.8+3.05)*2*4)*0.14.47m2顶棚2.45*19.5547.90m2m2K轴处立面(6*3+2.4+0.35*2+0.25*8)*(5.6+0.2+1.45)167.48m2柱头超200高0.6*4*0.2*41.92m2m2A轴至K轴立面10轴交C-K轴(6.6*4+4.8+0.35*2+0.25*10)*(5.6+0.45+0.2+1.45)-1.8*7252.28m2窗边(1.1+1.8)*2*7*0.14.06m2柱头超200高0.6*4*0.2*62.88m2m27轴交C-F轴(10.05+1+0.25*3+0.35)*(8.83-4.15)-1.5*2.253.56m2门边(1.5+2.2*2)*0.10.59m2m26轴交F-G轴(6.6+0.35*2+2.65)*(8.83-4.15)46.57m2m2屋檐123.112*1.1+123.112*0.4184.67m2m2排烟井道(1.4+1.7)*2*2-1.26*0.7*210.64m2合合计计2633.41m212厚1:3水泥砂浆8厚1:3水泥砂浆聚合物水泥基防水涂膜1.0厚聚合物水泥砂浆7厚会会所所外外墙墙立立面面名称工程量计算式数值单位备注第 8 页，共 8 页