毕业设计（论文）-xx住宅工程投标报价.doc

摘 要本工程是香榭丽舍住宅建设项目。该项目为框剪结构,局部框架结构。招标文件是整个招投标活动开展的基础，是工程项目招投标活动的重点所在，招标文件的编制质量是项目招标能否成功的前提条件。结合本工程实际情况编制招标文件，对招标过程做出规范性要求，最终找到最优的承包商。本设计编制了一份较为完整和系统的基于工程量清单计价模式的招标文件。招标文件的编制是以工程概况、施工设计图纸、合同条款及招标文件规范为依据：其主要内容包括投标须知前附表、投标须知，合同主要条款，评标办法，工程量清单和投标文件格式。该工程采用区域公开招标的方式，用综合评估法对投标人提供的招标文件进行评定，使整个招标过程公平、公正、公开。关 键 词 招标文件编制；合同文本；工程量清单目 录一、投标报价（一）封面1（二）投标总价2（三）编制说明3（四）单位工程总价4（五）分部分项工程投标计价表5（六）定额措施项目投标报价表6（七）通用措施项目表8（八）其他项目报价表9（九）暂列金额明细表10（十）材料暂估单价明细表11（十一）专业工程暂估价明细表12（十二）计日工明细表13（十三）总承包服务费报价明细表14（十四）安全文明施工费报价表15（十五）脚手架明细表16（十六）规费、税金报价表17（十七）图形算量定额汇总表18（十八）钢筋定额汇总表19二、工程量计算书20（一）土方工程21（二）基础工程22（三）砌筑工程23（四）钢筋混凝土工程24（五）屋面工程25（六）保温工程26（七）楼地面工程27（八）墙柱面工程28（九）天棚工程29（十）门窗工程30（十一）脚手架工程31（十二）模板工程31（十三）垂直运输31香榭丽舍25#住宅工程投标报价1、 投标报价表二、工程量计算 (一）土方工程1.场地平整 平整场地是指建筑场地挖、填土方在30厘米以内及找平。其工程量按建筑物首层面积外围外边线以外，各放2米后所围的面积计算。S=(a4）（b4）=S底2L外16 S=(a4) (b4)=2103.5547m22.挖土方 底面积*挖土深度（大开挖扣除大开土方体积） V=(661.752*1.38)*2+（58.32*1.38)+(231*1.38)+210.672V=（142.6656*1.38-1.6684）=195.21m3 V=(661.752*1.38)*2+（58.32*1.38)+(231*1.38)+210.7V=（142.6656*1.38-1.6684）=95.101m3 V=(661.752*1.38)*2+（58.32*1.38)+(231*1.38)+(210.672*1.38)V=（142.6656*1.38-1.6684）=19.211m3 V=(661.752*1.38)*2+（58.32*1.38)+(231*1.38)+(210.672*1.38)V=（142.6656*1.38-1.6684）=15.2101m3合计；913.2178+80.4816+195.2101+318.78+290.7274+913.2178=2711.6374m33.土石方回填（1）基础回填V= V挖-V基=12.54+（11.55*12）+10.26+2.28+4.2+（9.45*14）+（9.4719*2） V=2.485+9.423+2.478+15.504+1.248+9.665+2.295+9.5288+2.2313+9.6649+2.30V=14+9.5288+2.2313+81.9923+9.58+2.556+40.95+0.88+15.504+9.585+2.556+4.9629+18.873+（11.5*2)+10.2981+1.2519+(11.5*9)12.54+11.764+(11.725*11)+11.764+12.769+11.764+12.769+11.764+11.725+89.669=1032.5124m3（二）桩基础工程1.桩承台基础 V=设计桩长桩截面面积n V1 =（3.36*4）+（5.88*4）+（5.94*2）+（10.08*2）=70.08m3V2=（5.36*4）+（7.954*4）+（9.94*2）+（11.08*2）=80.8m3 V3=（3.36*4）+（5.45*9）+（5.94*2）+（1.08*2）=56.05m3 V4=（5.36*4）+（4.898*4）+（9.74*2）+（51.8*2）=60.7m3 V5 =（3.36*4）+（5.88*4）+（10.08*2）=70.08m3V6=（5.36*4）+（5.8*4）+（9.94*2）+（11.08*2）=80.8m3 V7=（3.36*4）+（5.88*4）+（10.08*2）=56.05m3 V8=（5.36*4）+（5.846*3）+（9.74*2）+（51.08*2）=60.7m3 V9 =（3.36*4）+（5.25*4）+（5.94*2）=70.08m3V10=（5.36*4）+（5.83*1）+（9.94*2）=80.8m3 V11=（3.36*4）+（4.87*4）+（5.94*2）+（10.08*2）=56.05m3 V12=（5.36*4）+（9.74*2）+（51.08*2）=60.7m3 V13 =（6.88*4）+（5.94*2）+（10.08*2）=70.08m3V14=（5.36*4）+（7.89*4）+（9.94*2）=80.8m3 V15=（3.36*4）+（5.88*4）+（10.08*2）=56.05m3 V16=（5.36*4）+（5.898*4）+（9.74*2）+（51.08*2）=60.7m32.基础垫层V=V挖-V基=1.896+0.84+0.21+3.524+0.7928=15.24 V砖基=1.896+0.84+0.851+3.524+0.7928+3.512=16.38 V垫层=1.896+0.84+0.828+3.524+0.7928+3.512+0.20+3.64=41.24 V砖基=1.896+0.84+0.25+3.524+0.7928+3.512=16.38 V垫层=1.896+0.84+0.8888+3.524+0.7928+3.512+0.28+3.64=71.21（1）室内地面回填V=S净H=1.896+0.84+0.8888+3.524+0.7928+3.512=123.54V=1.896+0.84+0.8888+3.524+0.7928+3.512+0.2008+3.64+0.752+0.496+0.1795V=0.282+0.5153+0.864+1.896+0.8648+3.5488+0.176+0.496+0.572+0.768+3.536V=8+4.5288+0.528+(0.464*4)+0.496+(0.368*6)+0.496+0.096+0.368+0.432+0.2V=216+0.192+0.432+(0.368*12)+0.0966+0.1085+0.8448+0.2974+0.464+0.0.243V=+0.7096+0.2674+0.3178+0.16+0.432+0.864+1.896+0.2216+(0.368*13)=62.8866m3 CTL-2 3.104+3.36=6.464m3 CT-1 (0.4417*3)+0.4389=1.3251m3CT-2 (0.7089*2)+0.7089=2.8356m3CT-3 0.7629*2=1.5258m3CT-4 1.2889*2=2.5778m3合计6.464+1.3251+2.8356+1.5258+2.5778+62.8866=77.6149m3（三）砌筑工程1.实心砖墙(240)（1）370厚砖墙外墙L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3二六层（7.5混合砂浆）（2）240厚砖墙外墙L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m32.实心砖墙（120）首层（M5混合沙浆）L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3二层六层（7.5混合沙浆）L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3 3.空心砖墙 砌块墙（200）L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3二层 六层L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m34.空心砖墙 砌块墙（100）L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3首层L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3二层六层L= V3.5090+6.2689+（0.7128*2）+6.048+4.9507+28.1484=123.45H=2.7581+5.7499+2.7482+5.7677+2.016+1.1136=12.8V=LH B+V增-V扣=4.0574+5.0609+1.9368+2.7581+6.0912扣除：窗：4.0574+5.0609+1.9368+2.7581+6.0912=12.5 门：7.0392+3.5798+1.1232+19.5437=12.7 过梁：5.0392+19.6423+4.9507+3.5798+28.1484=12.4 圈梁：4.0574+5.0609+1.9368+2.7581=12.3 柱：3.5798+4.4971+4.4914+4.1522+2.016=12.3 构造柱：0.4554+4.0574+5.0609+1.9368=11.0V=3.5090+6.2689+（0.7128*2）V=6.048+4.9507+28.1484+4.523+4.4914+4.0454.0392*6V=4.045+4.4971+4.4914+26.3952+7.817+4.0154+6.0912+（4.0392*8） V=2.7581+5.7499+2.7482+5.7677+2.016+1.1136+4.1314+3.8945+3.8016+4.0793V=8338+4.0392+3.5798+1.1232+19.5437+4.9507+28.1484+3.5088+4.5241+4.4914V=4.7608+0.4554+4.0574+5.0609+1.9368+2.7581+6.0912+2.016+5.7691+2.7756V=1682+3.8016+4.0574+5.0609+1.9368+2.7581+6.0912+26.3952=498.7594m3（四）钢筋混凝土工程1.矩形柱首层KZ1 -KZ3 0.875*6=5.52m3 KZ4-KZ5 1.0588*4=4.2352m3 KZ6 0.875*2=1.75m3合计：5052+4.2352+1.75=11.5052m3构造柱1S=0.2498+0.2029+0.2995+0.2848+0261=125.1S=0.2995+(0.2135*15)+0.2106+0.22680.2981+0.(2614*12)=8.6633 S=0.2498+0.2029+0.2995+0.2848=15.2S=0.2995+(0.2135*15)+0.2106+0.22680.2981+0.(2614*12)=8.6633m3 构造柱2 S=(0.2376*2)+0.2614+0.2729+0.2599+0.2491S=0.2773+0.2491+(0.2614*7)+(0.2376*3)+0.2318+0.2419+0.2257S=2434+0.2729+0.2491+0.2729+0.2491+0.2729+0.2118+0.2729+0.2491S=2127+0.2491+0.2729+0.2334+0.2729+(0.2411*2)+0.2729+(0.2411*2)S=(0.2491*3)+0.2729+(0.2135*6)+002491+0.261+0.2498+0.2729+0.2491S=0.2376+02257+0.2614+(0.2729*3)+0.2354+0.2918+(0.2614*13)S=851+0.1164+0.103+0.2549+0.1843=31.3543m3、构造柱3S=0.2329+0.133+（0.229*7）+0.1009+0.1008=2.1706m3、S=(0.2491*3)+0.2729+(0.2135*6)+002491+0.261+0.2498+0.2729+0.2491S=0.2376+02257+0.2614+(0.2729*3)+0.2354+0.2918+(0.2614*13)S=851+0.1164+0.103+0.2549+0.1843=31.3543m3构造柱4S=0.1008+0.1294+0.1465+0.1025+0.1178+0.1465+0.1231+0.1237S=0.1237+0.1237+0.1237+0.1237+0.1116+0.0735+0.057+0.1032S=5+0.1012+（0.0893*13）+0.1116+（0.1228*12）+0.1116S= 5+0.1012+（0.0893*13）+0.1116+（0.1228*12）+0.1116*3+（0.1228*2）=5.786m3、二层KZ1-KZ3 0.875*6=5.52m3、KZ4-KZ5 1.0588*4=4.2352m3、KZ6 0.9625*2=1.925m3、构造柱6S=（0.261*7）+(0.295*5)+0.2492+0.2498+0.2029=3.6764m3、S=0.1237+0.1237+0.1237+0.1237+0.1116+0.0735+0.057+0.1032S=5+0.1012+（0.0893*13）+0.1116+（0.1228*12）+0.1116构造柱7S=(0.2135*14)+0.2016+0.268+0.2981+(0.2614*12S=(0.2376*2)+0.2614+0.2729+0.2495+0.24910.2773S=0.2491+(0.2614*13)+(0.2376*3)+0.2318+0.2491S=0.2124+0.251+0.2132+0.2318+0.2434+0.2729+0.2491+0.2729S=0.2118+0.2729+0.2491+0.2729+(0.2419*2)+0.2729S=0.2334+0.2729+(0.2411*2)+0.2729+0.2491+0.2729+(0.2491*4S=0.2135*12+0.2729+(0.2614*12)+0.2376+0.2257+(0.2729+*2S=0.225+0.2729+0.2981+0.2268+(0.2376*3)+0.2318+0.2135S=(0.2142*3)+0.16+0.136+0.1832+0.1091+0.1648+0.1415+0.1851+0.1164+0.103+S=0.2549+0.1843=35.2478m3、构造柱8S=（0.229*11）+（0.2329*2+0.133）=3.1178m3、S=0.2124+0.251+0.2132+0.2318+0.2434+0.2729+0.2491+0.2729S=0.2118+0.2729+0.2491+0.2729+(0.2419*2)+0.2729S=0.2334+0.2729+(0.2411*2)+0.2729+0.2491+0.2729+(0.2491*4构造柱9S=40.121+(0.1008*2)+0.1294+0.1465+0.1025+0.1178S=0.1464+(0.1231*6)+0.1116+0.0753+0.0631+0.1032+0.1116+0.1008+0.095S=0.1008+(0.0893*11)+0.1116+(0.1228*14)+(0.1116*3)=5.7399m3、合计：11.6802+3.6764+35.2478+3.1178+5.7399=59.4612m3、三层 KZ1-KZ3 0.875*6=5.52m3、KZ4-KZ5 1.0588*4=4.2352m3、 KZ6 0.9625*2=1.925 m3、构造柱2S=（0.261*7）+（0.2995*5）+0.2492+0.252+0.2498+0.2029=4.2784m3、构造柱1S=(0.2135*14)+0.2016+0.2268+0.2981+(0.2614*13)+0.2376S=0.2614+0.2729+0.2495+(0.2491*2)+0.2773+(0.2614*12)=12.4S=0.2491+(0.2376*3)+0.2318+0.2419+0.21240.251+0.2131S=0.2318+0.2434+0.2729+0.2491+0.27290.2118+0.2729S=0.2729+0.2491+0.2376+0.2729+(0.2411*2)+(0.2315*6)S=0.2491+0.2729+0.2491+(0.2614*13)+0.2376+0.2257+0.2614+(0.2729*2)+(0.23S=15*6)+0.225+0.16+0.136+0.1823+0.1091+0.1648+0.145S=0.1851+0.1164+0.103+0.2549+0.1843=34.755m3、构造柱3S=（0.229*12）+0.2329+0.133=3.1139m3、构造柱4S=0.121+(0.1008*2)+0.1294+0.1465+0.1025+0.1178+0.1465+0.1231+(0.1237*6)S=0.1116+0.0753+0.0631+0.1032+0.1116+0.1008+0.095+0.1008+（0.0893*13）S=0.1116+0.1228*14+（0.1116*3）=5.9185m3、合计：9.6602+17.8026+21.216+3.1139+5.9185=57.7112m3、五层 KZ1-KZ3 0.875*6=5.52m3、 KZ4-KZ5 1.0588*4=4.2352m3、 KZ6 0.9625*2=1.925m3、合计：5052+4.2352+1.925=11.4102m3、构造柱2S=0.261*4)+0.2995+0.2492+(0.2995*2)+0.252S=0.261+0.2498+0.2029+0.2995+(0.261*2)+0.2995=2.4094m3、构造柱1S=0.2135*25)+0.2016+(0.2268*2)+(0.2981*2)S=(0.2614*38)+(0.2376*5)+0.2729+0.2495+(0.2491*12)S=0.2773+(0.2376*4)+(0.2318*2)+(0.2124*2)S=0.251+0.2131+0.2318+0.2434+(0.2729*11)+0.2118S=0.2334+(0.2411*2)+(0.2614*13)+0.2257+0.225S=0.2585+(0.2142*3)+0.16+0.136+0.1823+0.1091S=0.1648+0.1415+0.0851+0.1164+0.103+0.2549+0.1843=36.1512m3、构造柱3S=0.229+0.2329+（0.229*12）+0.2329+0.133=3.5758m3 S=0.229+0.2329+（0.229*12）+0.2329+0.133=3.5758m3、构造柱4S=0.121+(0.1008*2)+0.1294+0.1465+0.1025S=0.1178+0.1465+0.1231+(0.237*6)+0.1116S=0.0753+0.0631+0.1032+0.1116+0.1008S=0.095+0.1008+(0.0893*13)+0.1116+(0.1228*14)+(0.1116*3)=5.9146m3、合计：11.4102+2.4094+36.1512+3.5758+5.9146=59.4612m3、六层 KZ1-KZ3 0.875*6=5.52m3、 KZ4-KZ5 1.0588*4=4.2352m3、 KZ6 0.9625*2=1.925m3、构造柱2S=(0.261*6)+0.2492+0.252+0.261+0.2498+0.2029+(0.2995*5)=4.2847m3、构造柱1S=(0.2135*24)+0.2106+0.2668+(0.2981*2)S=(0.2614*47)+(0.2376*9)+(0.2729*12)+0.2495S=(0.2491*11)+0.2773+0.229+0.2124+0.251+0.2123S=0.2318+(0.2434*2)+0.2118+0.2334+0.2411S=0.2257+0.225+0.2268+0.229+0.2124+0.2135S=0.2527+(0.2142*3)+0.16+0.316+0.1823+0.1091S=0.1648+0.1415+0.1851+0.1164+0.103+0.2549+0.1843+0.2383+(0.135*5)+0.2491=35.5388m3、构造柱3S=0.229+(0.2329*2)+(0.229*4)+0.133=1.7438m3、合计：11.4102+4.2847+35.5388+1.7438=52.9775m3、 屋面层卷材屋面面积=屋面水平投影面积坡度系数天窗出檐部分重叠面积卷起部分面积1.细石砼S=S水平=KZa 0.5145*8=4.116m3、 KZb 0.324*19=2.916m3、合计：4.116+2.916=7.032m3 Gz2 0.108*6=0.648m3、Gz1 (0.0864*4)+（0.2419*4)+（0.2819*16)+（0.2419*2）+（0.0864*121）=15.7538m3、GZ3 （0.2419*4）+（0.0864*4）=1.132m3、合计：0.648+15.7538+4.116+2.916+1.3132=29.4558m3、合计：59.4974+59.4612+59.4612+57.7112+59.4612+52.9775+29.4558=378.0255m3基础梁KL1： V1=17.9553+17.8563+15.4968+3.003=94.14KL2： V2=2.178+(1.584*5)+2.574+0.9801=12.34KL3： V3=0.1693+1.584+1.98+15.4968+3.465+2.574=12.67KL4： V4=257+3.762+4.257+(1.584*8)+3.564+7.887=14.05KL5： V5=17.9553+17.8563+15.4968+3.003=94.14KL6： V6=2.178+(1.584*5)+2.574+0.9801=12.34KL7： V7=0.1693+1.584+1.98+15.4968+3.465+2.574=12.67KL8： V8=257+3.762+4.257+(1.584*8)+3.564+7.887=14.05KL9： V9=17.9553+17.8563+15.4968+3.003=94.14KL10：V10=2.178+(1.584*5)+2.574+0.9801=12.34KL11：V11=0.1693+1.584+1.98+15.4968+3.465+2.574=12.67KL12：V12=257+3.762+4.257+(1.584*8)+3.564+7.887=14.05 KL13：V13=17.9553+17.8563+15.4968+3.003=94.14KL14：V14=2.178+(1.584*5)+2.574+0.9801=12.34KL15：V15=0.1693+1.584+1.98+15.4968+3.465+2.574=12.67KL16：V16=257+3.762+4.257+(1.584*8)+3.564+7.8