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'课程设计课设题目:南昌市育仁中学教学楼施工图纸预算书专业：建工学院班级：工管092姓名：赵丹丹、陈辉、俞奉远、谢阳刚、徐乔微指导教师：王康君日期：2012年06月03日
南昌市育仁中学教学楼工程施工图预算书预算价（小写）4358662.6（大写）肆佰叁拾伍万捌仟陆佰陆拾贰点六元工程造价编制人：赵丹丹：砌筑工程、混凝土及钢筋混凝土工程陈辉：钢筋俞奉远：土石方工程、金属结构工程谢阳刚：楼地面工程、墙柱面工程、天棚工程、油漆涂料裱工程徐乔微：屋面及防水工程、保温隔热工程、门窗工程、垂直运输工程、超高施工增加费编制时间：2012年05月21日至2012年06月03日
目录1、编制说明.................................................(1)2、工程费用计算表............................................(2)3、工程预算表...............................................(3)4、人工价差调整表...........................................(7)5、材料价差调整表...........................................(8)6、工料分析表...............................................(9)7、工程量计算表.............................................(10)
一、编制说明1.1编制依据1、施工图纸：南昌市育仁中学教学楼。2、定额、定价：2010年浙江省工程预算定额；2010年浙江省建设工程施工费用定额；2012年1月宁波市建筑工程材料市场价。3、工程概况：本工程为南昌市育仁中学教学楼，建筑面积4509.57㎡，建筑总高度15.45m。本建筑为二类建筑，使用年限50年。本建筑采用框架结构，建筑层高为3.87m，建筑层数为三层。工程安全等级为二级，抗震防烈度为6度，地基基础设计等级丙级，建筑场地类别二级。1.2预算范围1、预算包括施工图预算，未包括设备水电及安装工程。1.3编制说明1、本工程砖墙采用混凝土多孔砖240×115×902、本工程采用现浇现拌混凝土3、复合模板采用红板2440×1220×184、本工程室外自然地坪标高-0.45米，土方开挖全部为干土。5、本工程未考虑基础排水6、本工程未包含缩短工期费7、本工程采用机械挖土方8、本工程采用挖基槽方式开挖土方9、本工程于回填土方之前支一层柱模板10、本工程在轴线，楼梯东侧用玻璃幕墙11、本工程市场价格参考2012年1月宁波市信息价1.4工程造价本工程总造价：4358662.6元（详见预算表）
费用计算表工程名称：南昌市育仁中学教学楼砌筑，钢筋混凝土工程序号名称计算公式金额（元）一定额分部分项工程费1425213其中:1.人工费+机械费∑（定额人工费+定额机械费）976610.90二施工组织措施费356267.72.安全文明施工费1×5.25%×0.630763.243.冬雨季施工增加费0.2%1953.224.夜间施工增加费0.04%390.645.已完工程及设备保护费0.05%488.316.二次搬运费0.88%8594.187.检验试验费1.12%10938.04三企业管理费1×14%136725.53四利润1×7%68362.76五规费1×10.04%98051.73六税金（一+二+三+四+五）×3.577%74566.88七建筑工程造价一+二+三+四+五+六2159188土石方工程序号名称计算基础造价（元）一定额分部分项工程费17757.84其中:1.人工费+机械费∑（定额人工费+定额机械费）17757.84二施工组织措施费767.15其中：安全文明施工费1×5.25%×0.6559.37冬雨季施工增加费0.2%35.52夜间施工增加费0.04%7.10已完工程及设备保护费0.05%8.89二次搬运费0.88%156.27三企业管理费1×8.5%1509.42四利润1×2.5%443.95五规费1×4.06%720.97六税金（一+二+三+四+五）×3.577%758.30七建筑工程造价一+二+三+四+五+六21957.63
楼地面、墙柱面、天棚、油漆、涂料、裱糊工程序号名称计算基础造价（元）一定额分部分项工程费752264.56其中:1.人工费+机械费∑（定额人工费+定额机械费）354963.43二施工组织措施费19319.02其中：安全文明施工费1×5.25%×0.611181.35冬雨季施工增加费0.2%709.93夜间施工增加费0.04%141.99已完工程及设备保护费0.05%177.48二次搬运费0.88%3132.68检验试验费1.12%3975.59三企业管理费1×17.5%62118.60四利润1×10.5%37271.16五规费1×13.36%47423.11六税金（一+二+三+四+五）×3.577%32851.04七建筑工程造价一+二+三+四+五+六951247.49钢筋量序号名称计算基础造价（元）一定额分部分项工程费597652.384其中:1.人工费+机械费∑（定额人工费+定额机械费）597652.384二施工组织措施费20192.09其中：安全文明施工费1×5.25%×0.618826.05冬雨季施工增加费0.2%119.30夜间施工增加费0.04%23.86已完工程及设备保护费0.05%29.83二次搬运费0.88%524.94检验试验费1.12%668.11三企业管理费1×14.5%86659.60四利润1×8.5%50800.45五规费1×6.19%36994.68六税金（一+二+三+四+五）×3.577%28340.54七建筑工程造价一+二+三+四+五+六820639.74屋面及防水工程、保温隔热工程、门窗工程、垂直运输工程、超高施工增加费
工程序号名称计算基础造价（元）一定额分部分项工程费266772.1其中:1.人工费+机械费∑（定额人工费+定额机械费）266772.1二施工组织措施费14512.4其中：安全文明施工费1×5.25%×0.68403.32冬雨季施工增加费0.2%533.54夜间施工增加费0.04%106.71已完工程及设备保护费0.05%133.39二次搬运费0.88%2347.59检验试验费1.12%2987.85三企业管理费1×17.5%46685.12四利润1×10.5%28011.07五规费1×13.36%35640.75六税金（一+二+三+四+五）×3.577%14008.30七建筑工程造价一+二+三+四+五+六405629.74工程费用总价：2159188+21957.63+951247.49+820639.74+405629.74=4358662.6
三、工程预算表序号定额编码项目名称单位工程量定额基价合价其中人工费机械费一土方石工程11—22平整场地1000m22.828013641029.4090.50938.2221—24回填土1000m32.386489532274.32505.931769.1231—27机械挖土三类，深度1.75米1000m32.2387724585502.90429.845072.0241—67+1—68h机械运土1000m30.54135165358951.22103.948846.796小计17757.84二砌筑工程3-36240混凝土多孔砖10m3113.822245255492.905236.8582066.9713-37115混凝土多孔砖10m32.81923716683.601697.0441.27016小计262176.5三混凝土及钢筋混凝土工程4-1C10基础垫层10m38.196227218622.953298.72420.37284-3HC25基础10m325.243251763540.928086.601085.7014-7HC30矩形柱10m326.622304280984.39195064.661889.8964-10HC25基础梁10m326.078256366833.488320.451851.2774-11HC25梁10m337.33275010265.601853.992650.0574-12HC25过梁10m31.81931525734.291490.67195.6698
4-14HC25板10m334.799260890764.842674.992674.9994-22HC25直形楼梯10m219.94673214601.463465.02506.42894-24HC25雨篷10m31.98514952967.621207.77157.78774-26HC25翻檐，栏板10m37.294332624259.337508.44789.28374-135基础垫层100m23.65923328533.214208.30279.62084-141独立基础复合木模100m25.93201216012810.596823.28314.6338[4-156]+[4-160]*25.2m矩形柱复木模100m210．269295930390.1814085.991323.571[4-156]+[4-160]3.9m矩形柱复合木模100m215．404281043277.8519838.041902.0864-1563m矩形柱复合木模100m20.49626601319.18597.1458.562724-162基础梁复合木模100m25.189277014373.435403.91789.4545[4-165]+[4-172]3.9m矩形梁复合木模100m220.243281056873.1126069.952499.6064-1655.2矩形梁复合木模100m212.453296036853.5017081.781605.0674-1653m矩形梁复合木模100m20.52426601393.65630.8961.868684-170直形圈过梁复合木模100m21.46322223250.381914.3265.571664-1745.2m板复合木模100m215.100299745254.2517576.42457.525[4-174]+[4-180]3.9m板复合木模100m238.0782754104854.6340109.915690.3764-1743m板复合木模100m24.900251012300.914635.4667.0374-189直形楼梯模板10m219.94688117577.818147.944.324274-193雨篷模板100m20.199522103.8957.331043.1864-194栏板，翻檐模板100m213.9242175302900.1016465.182066.971
小计1070642四屋面及防水工程1[10-7]+[10-8]60厚C10细石砼保护层100m214.098201728435665.0084.2723—5炉渣砼找坡10m212.6006528215154.808.72310—1h1:25水泥砂浆找平层100m26.9605033501255.009.3748—3550厚挤塑泡沫板保温层100m214.098325145831330.001.8257—53三毡四油石油沥青玛蹄脂卷材防水层100m²14.098356850300379.260.0068—64UPVC雨水管Φ100100m0.19941082150.00110.00 小计 136364五 保温隔热工程 1[8-1]+[8-2]聚苯颗粒保温砂浆100m²80.820269221756873546.472546.6528—224厚抗裂砂浆压一层而拓成玻纤网格布100m²80.820212217150144047.06341.0638—35挤塑泡沫保温板100m²14.8973251484304915.9427.11 小计 437498六楼地面工程14-1混凝土垫层10m³42.357227296235402.482172.50210-12彩色水磨石地面100m213.9854864680233000.006779.37310-12彩色水磨石楼面（铜条）100m228.37257851641333105.0014102.64410-14水磨嵌铜条100m28.37215784477130.50510-62现浇水磨石踢脚板100m21.671514786024208.50403.31610-66地砖踢脚板100m20.2871066030572405.503.19
710-29300×300防滑地砖地面100m22.9664475132721465.00129.84810-81楼梯防滑砖面层100m23.75711864445753914.00132.03小计442669七墙柱面工程111-1纸筋灰抹面100m246.21512495772359766.381055.55214-155刷3遍白色乳胶漆饰面100m246.21516257510077692.75311-56500×500外墙面砖（水泥砂浆粘结）100m221.8844804105128111741.22256.26411-2外墙抹灰100m23.594120243206238.5881.04小计242271八天棚工程1512-2楼底、平台底抹灰100m23.757108540775877.8248.43小计407771419.64九门窗工程113—97铝合金推拉窗100m29.8204510544294022586.462679.93213—38铝合金平开门100m22.237514501150686370.67756.12 小计 558008十一脚手架工程116—3综合脚手架100m258.75012327238025136.193816.40216—40满堂脚手架100m218.470609112487711.78469.51小计100073合计2697674962197.287800.45
四、人工价差调整表名称单位数量预算价市场价单价价差价差合计人工Ⅰ类工日28.26406020565.2人工Ⅱ类工日7616.6437229220881.4人工Ⅲ类工日7507.89507828-210220.9---金额合计---.11225.7
五、材料价差调整表序号材料单位工程量定额价格市场价单价差合价差1混凝土多孔砖240*115*90千块395.83420.00588.0016866499.442水泥42.5袋装t540.12330567237128008.43黄砂（净砂）综合t1520.4462.5060.00-2.5-3801.14碎石综合t1970.984936.20-12.8-25228.55木模板m3104.7612001200006水泥32.5袋装t0.42830042012051.367复合模板红板2440×1220×18m21874.1333.0033008低合金螺纹圆钢盘条Ⅱ级HRB335综合t118.4763780.004709.00110064.209镀锌铁丝18#kg40.9404.805.200.416.3810脚手架钢管kg3627.3204.334.500.17616.6411脚手架十字扣副883.7406.066.600.54477.2212脚手架一字扣副167.9106.066.600.5490.6713脚手架斜扣副24.5506.066.600.5413.2614竹脚手片m2986.8608.728.50-0.22-217.1115预埋铁件kg48.1805.814.79-1.02-49.1416红丹防锈漆kg183.85012.8011.50-1.3-239.0117LOW-E钢化中空玻璃m21150.470145.00130.00-15-17257.05
六、工料分析表序号主材单位工程量单价（元）合价（元）1混凝土多孔砖240×115×90千块395.83588.002327482水泥42.5袋装t540.12537.00290044.43水泥32.5袋装t0.428422.00180.6164黄砂（净砂）综合t1520.4460.0091226.45碎石综合t1970.9836.2071349.486木模板m3104.761200.001257127复合模板红板2440×1220×18m21874.1333.0061846.298脚手架钢管kg3627.3204.5016322.949低合金螺纹圆钢盘条Ⅱ级HRB335综合t118.4764709.00557903.4810铝合金型材综合kg11226.35023.70266064.5011LOW-E钢化中空玻璃m21150.470130.00149561.1012胶粉聚苯颗粒保温浆料m3254.580550.00140019.0013亚光面内墙乳胶漆kg3831.63430.00114949.0214外墙面砖m²2254.00035.0078890.00序号人工单位数量单价（元）合价（元）1一类人工工日28.2660.001695.62二类人工工日7616.672.00548395.23三类人工工日7507.8978.00585615.4序号机械单位数量单价（元）合价（元）1履带式单斗挖掘机1m3台班8.2331078.388878.302电动卷扬机带塔30m以内单筒慢速10kN台班631.85092.6358528.273塔式起重机20kN.m台班176.180165.9229231.79
七、工程量计算表7.1建筑面积4509.57m27.2土石方工程（俞奉远）序号分部分项工程名称计算式单位数量一平整场地S=1562.31+(257.7+72)*210002.2217二挖土方V=V挖地坑+V挖地槽=2034.23+204.5410002.238771V挖地坑1.76+2.0272+0.2312+0.4598+11.8349+2.72+1.8788+1.3692+2.04542034.232V挖地槽（0.25+2*0.3）*0.65*（253.625+116.575）204.54三回填土V=V地基回填土+V房心回填=1825.9+560.5810002.386481V地基回填土V挖-V地坑-V地梁-V地梁垫=2238.77-324.71-73.47-14.691825.9V地坑23.52+41.152+2.29+7.3+175.589+30.804+23.43+20.622324.71V地梁(396.075+191.7)*0.25*0.573.47V地梁垫(396.075+191.7)*0.25*0.114.692V房心回填土面积*厚度=650.08*0.465+（110.06+227.32+90.46）*0.45+(62.32+94.26)*0.42560.58四机械运土2.38648*1.24-2.23878*1.0810000.54135纵轴地槽挖土方长和地梁长纵轴地槽挖土方长（m）地梁长（m）130-3*2.6-2*2.2-2*2.113.630-4*0.35-3.5*0.5-2*0.426.05210.8-2*1.285-2*2.14.0310.8-2*0.35-2*0.125-2*0.49.05314.4-2*2.69.214.4-3*0.512.9614.4-2*2.69.214.4-3*0.512.9814.4-2*2.69.214.4-3*0.512.91117.4-2*2.285-2.39.4317.4-1.5*0.5-3.5*0.514.912+14+1530.6-4*1.285-4*2.1-0.5*2.6-3.1312.6330.6-4*0.35-4*0.125-2.5*0.5-4*0.425.85168.4-2.65.88.4-1.5*0.57.651711.4-0.915-4.2-3.133.15511.4-0.225-3.25*0.5-1.87.75198.4-2.65.88.4-1.5*0.57.65
2011.4-2*[0.25+2*0.3]-1.87.911.4-0.25*2-1.89.12219.8-2*2.285-2.6-4.27.3319.8-6.5*0.5-1.814.7523+2419.5-2.5*2.6-0.5*2.1-4.27.7519.5-2*0.35-3.25*0.5-0.27516.9厕所14.1-3*[0.25+2*0.3]11.5514,1-3*0.2513.35总116.575191.7横轴地槽挖土方长和地梁长横轴地槽挖土方长（m）地梁长（m）A+B+C71.7-11*2.2-2*2.6-2*2.938.571.7-16*0.35-2*0.22565.65D24.9-4*1.917.324.9-3*0.35-2*0.22523.4E24.9-4*1.917.324.9-3*0.35-2*0.22523.4F37.2-7*2.2-2.619.237.2-8*0.35-2*0.22533.95H57.275-1.5*1.8-6*1.7-1.6-1.6-3.5*2.235.07557.275-3*0.125-2*0.3-9*0.35-0.22552.925N62.4-1.5*1.8-11*1.7-1.6-0.5*1.838.562.4-3*0.125-2*0.3-11*0.35-0.27557.3P64.8-12*2.2-2.635.864.8-13*0.35-2*0.22559.8Q+R68.4-12*2.2-2*2.636.868.4-15*0.35-2*0.22562.7厕所17.7-3*[0.25+2*0.3]15.1517.7-3*0.2516.95总253.625396.075地坑体积地坑各地坑体积V-1(1.8+1.04)*(2.2+1.04)*1.75*10161V-2(1.9+1.04)*(4.2+1.04)*1.75*7188.72V-3(1.6+1.04)*(1.2+1.04)*1.75*220.7V-4(2.6+1.04)*(2.3+1.04)*1.75*242.56V-5(2.2+1.04)*(2.6+1.04)*1.75*531073.28V-6(1.7+1.04)*(2.0+1.04)*1.75*17247.86V-7(1.8+1.04)*(2.1+1.04)*1.75*11171.71V-8(2.6+1.04)*(4.0+1.04)*1.75*4128.4基础垫层+基础+柱体积基础基础垫层+基础+柱体积V-1｛[(1.6*2)+(0.9*1.3)]*0.4+1.8*2.2*0.1+2*0.35*0.35*0.85｝*1023.52V-2｛[(1.7*4)+(1*3.32)]*0.4+0.1*1.9*4.2+2*0.35*0.5*0.85｝*841.152V-3｛[(1.4*1)+(1*0.6)]*0.4+0.1*1.1*1.2+2*0.3*0.3*0.85｝*22.29V-4｛[(2.4*2.1)+(1.5*1.23)]*0.4+0.1*2.6*2.3+2*0.35*0.5*0.85｝*27.3V-5｛[(2*2.4)+(1.2*1.4)]*0.4+0.1*2.2*2.6+0.35*0.5*0.85]*53175.589
V-6{[(1.5*1.8)+(0.8*0.9)]*0.4+0.1*1.7*2+0.35*0.35*0.85}*1730.804V-7{[(1.6*1.9)+(0.9*1)]*0.4+1.8*2.1*0.1+0.4*0.4*0.85}*1123.43V-8{[(2.4*3.8)+(1.5*2.9)]*0.4+0.1*2.6*4+3*0.35*0.5*0.85}*320.6227.3屋面及防水工程、保温隔热工程、门窗工程、垂直运输工程、超高施工增加费工程（徐乔微）1、安装门窗（1）A段：第一层：门：A=1.0×2.1×8+4×0.9×2.1=24.36m2窗：A=1.2×2.1×2+1.8×2.1×2+3.6×8×2.1+2.1×8×2.1=108.36m2第二、三层：门：A=1.0×2.1×8+4×0.9×2.1=24.36m2窗：A=1.2×2.1×2+1.8×2.1×2+3.6×8×2.1+2.1×8×2.1=108.36m2(2)B段：第一层：门：A=1.0×2.1×8+3×2.4=24m2窗：A=2.1×3.6×2+3.3×2.1×2+2.1×2×2.1+3×2×2.1+4.2×2.1×3+3×3+1.5×2.1=96.57m2第二层：门：A=1.0×2.1×8=16.8m2窗：A=3.6×2.1×2+3.3×2.1×2+2.1×2×2.1+3×2×2.1+4.2×2.1×3+3×3.9+1.5×2.1×1+3.9×2.1=107.46m2第三层：门：A=5×1×2.1+1.5×2.1=14.15m2窗：A=3.6×2.1×2+3.3×2.1×2+2.1×2.1×2+1.8×2.1×2+4.2×2.1×4+3.0×2.1×1+3.0×3+1.5×2.1+3.9×2.1=107.28m2（1）C段：第一层门：A=13×2.1×1.0+1.0×1.8×1+0.9×2×2.1+1.8×1.8=36.12m2窗：A=3.0×2.1×4+4.2×2.1×6+2.1×1.8×4+1.5×2.1×2+1.2×2.1=102.06m2第二层门：A=11×2.1×1.0+1.8×1.8×1+0.9×2×2.1=30.12m2窗：A=3.0×2.1×4+4.2×2.1×8+2.1×1.8×3+1.5×2.1×2+1.2×2.1=115.92m2第三层门：A=5×2.1×1.5+1.0×2.1×2+1.8×1.8×+0.9×2.1×2=26.97m2窗：A=3.0×2.1×3+4.2×2.1×9+2.1×1.8×3+1.5×2.1×2+1.2×2.1=118.44m2第四层门：A=2.1×1.0+1.5×2.1=5.25m2安装门人工：38.00工日/100m3安装窗人工：63.41工日/100m3A段：第一层安装门窗人工工日：（38×24.36+63.41×108.36）/100=77.97工日第二、三层安装门窗：（38×24.36+63.41×108.36）/100=77.97工日B段：第一层安装门窗人工工日：（38×24+63.41×96.57）/100=70.36工日第二层安装门窗人工工日：（38×16.8+107.46×63.41）/100=74.52工日
第三层安装门窗人工工日：（38×14.15+63.41×107.28）/100=73.40工日（3）C段：第一层安装门窗人工工日：（38×36.12+63.41×102.06）/100=78.44工日第二层安装门窗人工工日：（38×30.12+63.41×115.92）/100=84.95工日第三层安装门窗人工工日：（38×26.97+63.41×118.44）/100=85.35工日第四层安装门窗人工工日：38×5.25/100=85.35工日（五）屋面工程：（a）、现浇水泥珍珠岩找坡：(1)A段：A=23.4×9.6×2+10.8×3=481.68m2H=（0.22+0.02）/2=0.12mV=AH=0.12×481.68=57.80m3(2)B段：A=9×9.6+12×8.4+3×10.8+9.6×21+1.8×4.8=429.84m2H=（0.22+0.02）/2=0.12mV=AH=0.12×429.84=51.58m3(3)C段：11.7m处屋顶A=20.4×10.8+2.4×9.9+11.4×18+6.6×6.9=494.82m2H=（0.22+0.02）/2=0.12mV3=AH=0.12×494.82=59.38m314.7m处屋面3.6×9.6+3.3×6.9=57.33m3H=（0.22+0.02）/2=0.12mV3=AH=0.12×57.33=6.88m珍珠岩找坡人工：7.73工日/10m3A段珍珠岩找坡人工工日：7.73×57.8/10=44.68工日B段珍珠岩找坡人工工日：7.73×51.58/10=39.87工日C段珍珠岩找坡人工工日：7.73×59.38/10=45.9工日7.73×6.88/10=5.32工日(b)、1：2水泥砂浆找平：8.38工日/100m2A段1：2水泥砂浆找平人工工日：481.68×8.38/100=40.36工日B段1：2水泥砂浆找平人工工日：429.84×8.38/100=36.02工日C段1：2水泥砂浆找平人工工日：494.82×8.38/100=41.67工日57.33×8.38/100=4.8工日(c)、三毡四油：7.65工日/100m2A段三毡四油人工工日：7.65×481.68/100=36.85工日B段三毡四油人工工日：7.65×429.84/100=32.88工日C段三毡四油一砂人工工日：7.65×494.82/100=37.85工日7.65×57.33/100=4.39工日（d）、屋面面砖32.20工日/100m2A段屋面面砖人工工日：32.20×（481.68-52.2）/100=138.29工日B段屋面面砖人工工日：32.20×（429.84-47.4）/100=123.15工日C段屋面面砖人工工日：32.20×（494.82-43.05）/100=145.47工日（d）、女儿墙砌筑工程S=(64.8+0.24)×1.1+（1.2-0.24）×2×1.1+（64.8+0.24-6+0.24）×1.1+4×10.8×1.1)+(71.7+0.24-6+0.24)×1.1+(64.8+0.24)×1.1+（1.8-0.24）×1.1×2+(1.5-0.24)×1.1+
(9.6+0.24)×1.1×2+(6.6+0.24)×1.1=364.71m2V=0.24S=0.24×364.71=87.53m3所需工日87.53×19.90/10=174.18工日工料汇总及价差调整表序号材料名称单位数量预算价/元市场价/元单价差/元合价差1石油沥青玛蹄脂立方米9.842955.922955.92002石油沥青油毡350g平方米5115.782.22.2003冷底子油千克715.916.666.66004木柴千克5145.60.450.45005现浇现拌混凝土C20（16）立方米24.82208.32208.32006水泥砂浆1：3立方米6.96195.13195.13007纯水泥浆立方米0.7417.35417.35008胶粉聚苯颗粒保温浆料立方米254.58550550009抗裂抹面砂浆千克44515.821.91.90010耐碱玻璃纤维网格布平方米9455.984.44.40011挤塑泡沫保温板50平方米1419.4726260012聚合物粘结砂浆千克2188.041.751.750013铝合金型材综合千克11226.3523.723.70014LOW-E钢化中空玻璃平方米1150.47145130-1517257.0515铝合金角码千克389.1623.123.10016耐候胶升375.5975.975.90017玻璃胶支1315.6811110018发泡剂750毫升支235.5720.5220.520019塑胶条米9980.562.42.40020密封毛条米7581.190.510.510021三元乙丙密封胶条米1168.951.31.3007.3砌筑，混凝土钢筋工程（赵丹丹）墙的计算工程项目计算公式单位工程量一层墙轴号1（7.2+2.4-0.375-0.5-0.175）×2×(4.37-0.6)×0.24m315.472（3.9-0.175-0.275）×(4.37-0.4)×0.115m31.575（2.28-0.175-0.275)×(4.37-0.4)×0.115m30.875
2(3.9+4+2.28-0.175×2-0.4×2)×0.115×(4.37-0.4)m34.1233（7.2-0.375×2）×0.24×(4.37-0.6)m35.836（7.2-0.375×2）×0.24×(4.37-0.6)m35.8366（7.2-0.375×2）×0.24×(4.37-0.6)m35.836（7.2-0.375×2）×0.24×(4.37-0.6)m35.83611（7.2+1.8-0.375×2-0.5）×24×(4.37-0.6)m37.012（7.2+1.2-0.375×2-0.5）×24×(4.37-0.6)m36.46912（7.2+1.8-0.375×2-0.5）×24×(4.37-0.6)-3.3×2.1×0.24-0.291-1×2.1×0.24-0.043m34.51114（3.9-0.175-0.275）×0.115×(4.37-0.4)m31.575（2.28-0.175-0.275）×0.115×(4.37-0.4)m30.83515(3.9+4+2.28-0.175×2-0.4×2)×0.115×(4.37-0.4)m34.12316（7.2-0.375×2）×0.24×(4.37-0.7)-1.0×2.1×0.24-0.043m35.13417（1.5+3.3-0.375×2-0.5）×0.115×(4.37-0.3)m31.662（4.8-0.375-0.175）×0.115×(4.37-0.3)m31.98919（7.2+1.2-0.375×2）×0.24×(4.37-0.7)-1.0×2.1×0.24-0.043m36.19122（1.5+3.3-0.375×2-0.5）×0.115×(4.37-0.3)m31.662（4.8-0.375-0.375）×0.115×(4.37-0.3)m31.896（7.2+1.2-0.375×2-0.5）×0.24×(4.37-0.7)m36.29823（7.2+2.4-0.375-0.275-0.5）×0.24×(4.37-0.5)m37.84824（3.3+1.8+4.8-0.375×2-0.5×2）×0.115×(4.37-0.3)-1.2×2.1×0.24-0.048-1.8×2.1×0.24-0.082m32.173A（4.8-0.225×2）×0.24×(4.37-0.45)-3×(4.37-0.45-0.9)×0.24m31.918（18-0.225×2-0.35×2）×0.24×(4.37-0.5)-1.8×2.1×2×0.24-4.2×2.1×2×0.24-0.082×2-0.356×2m39.625B（6.9-0.225×2）×0.24×(4.37-0.7)m35.681C(3+2.4+1.8+2.7+4.5×4+4.19-0.225×2-0.35×6)×0.24×(4.37-0.45)-(1.8×2.1+1.2×2.1+3.6×2.1×5+3.3×2.1)×0.24-0.082-0.048-0.312×5-0.291m313.563(9.6-0.125×2-0.35×2)×0.24×(4.37-0.3)-1.5×2.1×2×0.24-1.5×2.4×0.24-0.057×3m35.902D（9+9+6.9-0.225×2-0.35×3）×0.24×(4.37-0.5)-1×2.1×4×0.24-1×1.8×0.24-0.043×5m319.071E（9+9+6.9-0.225×2-0.35×3）×0.24×(4.37-0.5)-1×2.1×4×0.24-0.043×4m319.546F(3+2.4+9×3-0.31-0.225×2-0.35×6)×0.24×(4.37-0.45)-2.1×2.1×0.24×5-0.111×5-1.8×2.1×0.24-0.057-1×2.1×0.24×6-0.043×6m317.698（4.8-0.225×2）×0.24×(4.37-0.3)m34.249H(9×3-0.45-1.35-0.31-0.172×2-0.35×5)×0.24×(4.37-0.45)m321.441(4.8+2.4-0.175×2-0.35)×0.24×(4.37-0.5)m36.037（9+9+6.9-0.175-0.225-0.35×3）m313.054
×0.24×(4.37-0.5)-4.2×2.1×2×0.24-2.1×1.8×0.24×3-0.356×2-0.082×3-1.5×2.1×0.24-0.057L（2.4+1.8-0.275×2）×0.115×(4.37-0.4)m31.666（2.4+1.8-0.275×2）×0.115×(4.37-0.4)m31.666N（2.4+9×3-0.31-0.175×2-0.35×6)×0.24×(4.37-0.45)m325.063（2.4+4.8-0.31-0.175×2-0.35)×0.24×(4.37-0.3)m36.349（2.4+1.8+18+3.6-0.175-0.275-0.35×5)×0.24×(4.37-0.3)m323.052P(5.4+9×3-0.31-0.225×2-0.35×6)×0.24×(4.37-0.45)-2.1×2.1×0.24×5-0.111×5-1.8×2.1×0.24-0.082-1×2.1×0.24×6-0.043×6m317.673(4.8+9.6+9×2-0.225×2-0.35×5)×0.24×(4.37-0.45)-3×2.1v0.24×4-1×2.1×0.24×6-0.043×6m317.517Q(5.4+9×3-0.31-0.225×2-0.35×6)×0.24×(4.37-0.45)-1.8×2.1×0.24-0.082-1.2×2.1×0.24-0.048-3.3×2.1×0.24-0.291-3.6×2.1×0.24×5-0.312×5m313.563(3.6-0.225×2)×0.24×(4.37-0.4)-1.8×2.1×0.24-0.082m32.012R(12+8.4+12-0.225×2-0.35×5)×0.24×(4.37-0.45)-4.2×2.1×0.24×4-0.356×4-3×2.1×0.24×2-0.215×2m315.067卫生间墙m31（5.4-0.225）×0.24×(4.37-0.4)m34.971（5.4-0.25）×0.115×(4.37-0.4)m32.3512（5.4-0.25）×0.24×(4.37-0.4)m34.907（5.4-0.25）×0.24×(4.37-0.4)m34.9073（6.9-0.2）×0.24×(4.37-0.4)m36.384（3.3-0.25）×0.24×(4.37-0.4)m32.906小计m3392.606二层墙轴号A[(4.8-0.35)×(3.9-0.45)-3×(3.9-0.45)-(0.37×2+3)×0.24]×0.24m30.985[(6×3-0.25×2-0.5×2)×(3.9-0.5)-4.2×2.1×3-1.482]×0.24m31.553C[(3+2.4+9×2+9-0.12-0.07-0.12-0.35×7)×(3.9-0.5)-1.8×2.1-1.2×2.1-3.6×2.1×5-3.3×2.1-1.68×0.12]×0.24m311.891(9.6-0.35×2-0.125-0.1)×(3.9-0.3)×0.24m36.718B(6.9-0.1-0.25)×(3.9-0.7)×0.24m35.030D[(6×3+6.9-0.35×4)×(3.9-0.5)-1×1.2×3-1×1.8-0.1776×4]×0.24m317.062E[6×3+6.9-0.35×4×(3.9-0.5)-1×2.1×3-1.776×3]×0.24m316.385F[(32.09.035×7)×(3.9-0.45)-1×2.1×6-1.776×6-2.1×2.1×5-0.4644×5-1.8×2.1-0.342]×0.24m312.122(4.8-0.35)×（3.9-0.45）×0.24m33.6846
H(26.105-0.15-0.35×5-0.175)×(3.9-0.5)×0.24m319.897[(24.9-0.2-0.35×3-0.25)×(3.9-0.5)-4.2×2.1×3-1.482×3-1.8×2.1-0.342-1.5×2.1-0.2376]×0.24m39.875N(29.09-0.15-0.35×6-0.175)×(3.9-0.45)×0.24m322.079(7.2-0.175-0.35-0.15)×（3.9-0.45）×0.24m35.403(1.27+24-0.15-0.35×5-0.27)×(3.9-0.45)×0.24m319.123P[(32.4-0.225-0.35×6-0.225)×(3.9-0.45)-0.3×2.1×4-0.8976×4-1×2.1×6-0.1776×6]×0.24m314.340[(32.4-0.225-0.35×5-0.225)×(3.9-0.45)-0.3×2.1×4-0.8976×4-1×2.1×6-0.1776×6]×0.24m320.594Q[(32.09-0.225-0.35×6-0.225)×(3.9-0.45)-1.8×2.1-0.342-1.2×2.1-0.216-3.6×2.1×5-1.302×5-3.3×2.1-4.04]×0.24m39.546[(3.6-0.225×2)×(3.9-0.4)-1.8×2.7-0.342]m31.398R[(32.4-0.225-0.35×5-0.225)×3.9-0.45]-4.2×1.2×4-3×2.1×2-1.482×4-0.8976×2]×0.24m316.357轴号m31(9.6-0.375-0.35-0.175)×(3.9-0.4)×0.24m37.308(10.18-0.2-0.4×2-0.2)×(3.9-0.4)×0.24m37.543(9.6-0.175-0.5-0.375)×(3.9-0.6)×0.24m36.7722(10.18-0.2-0.4×2-0.2)×(3.9-0.4)×0.24m37.54323(7.2-0.375×2)×(3.9-0.6)×2×0.24m310.2166(7.2-0.375×2)×(3.9-0.6)×4×0.24m320.43411(9-0.375-0.5-0.375)×(3.9-0.6)×0.24m36.138(8.4-0.375-0.5-0.375)×(3.9-0.7)×0.24m35.49112[(18.4-0.375×2-0.5)×(3.9-0.6)-4.2×2.1-1.482]×0.24m33.19014(10.18-0.2-0.4×2-0.175)×(3.9-0.4)×0.24m37.56415(10.18-0.2-0.4×2-0.175)×(3.9-0.4)×0.24m37.56416[(8.4-0.375×2)×(3.9-0.7)-0.1776-1×2.1]×0.24m35.32917(4.8-0.375×2-0.5)×(3.9-0.3)×2×0.24m33.067(4.8-0.375-0.175)×(3.9-0.3)×0.24m33.67219(4.80-0.375×2)×(3.9-0.4)×2×0.24m36.804(7.2-0.375×2)×(3.9-0.7)×0.24m34.95421(4.80-0.375×2)×(3.9-0.4)×2×0.24m36.804(7.2-0.375×2)×(3.9-0.7)×0.24m34.95422(4.8-0.375-0.5)×(3.9-0.3)×0.24m33.067(7.2-0.375×2-0.5)×(3.9-0.7)×0.24m34.57023(9.6-0.275-0.5-0.375)×(3.9-0.5)×0.24m36.89524(9.9-0.375-0.5×2-0.375)×(3.9-0.4)×0.24m36.846隔墙(5.4-0.125-0.0575)×(3.9-0.4)×0.24m34.383
(5.4-0.25)×(3.9-0.4)×0.115m32.073(3.3-0.125-0.12)×(3.9-0.4)×0.24m32.566(6.9-0.1×2)×(3.9-0.4)×0.24m35.628(5.4-0.25)×(3.9-0.4)×2×0.24m38.652小计384.070三层墙轴号1（7.2+2.4-0.38-0.5-0.18）×2×3.3×0.24m313.523（3.3+4+2.28-0.18×2-0.4×2）×3.5×0.24m37.0732（(3.3+4+2.28-0.18-0.18-0.4×2)+(5.4+0.1-0.12)×2）×3.5×0.24m316.1113（（7.2-0.38×2）+（2.4-0.23-0.5+7.2-0.38））×3.3×0.24m311.8254（7.2-0.38-0.5+2.4-0.23）×3.2×0.24m36.526+8（7.2-0.38）×2×2×3.3×0.24m321.60611+12（7.2+1.5+0.3-0.38-0.5-0.38）×2×3.3×0.24m312.2614（（3.3+4+2.28-0.18-0.4-0.2）×2-（4.2-0.4））×3.5×0.24m34.39216+19（7.2+1.2-0.38×2）×2×3.2×0.24m311.73517（2.4+7.2+0.3+1.5-1.8-0.38×2×2-0.5）×3.6×0.115m33.138（3.3+4-0.18-0.2）×3.2×0.24m35.31520（2.4+7.2+0.3+1.5-1.8-0.24×2）×3.8×0.24m38.31722（2.4+7.2+0.3+1.5-1.8-0.38×2×2-0.5）×3.6×0.115m33.138（7.2+1.2-0.38×2-0.5）×3.2×0.24m35.48423（7.2-0.38-0.5-0.28）×3.4×0.24m34.929（3.3-0.12+0.12）×3.45×0.24m32.73224（2.4+7.2+0.3-0.38×2-0.5×2）×3.6×0.24m37.033A（6×3-0.23×2-0.35×2）×3.4×0.24m313.741（4.8-0.23×2×3.3）×3.45×0.24m32.717B+C（（32.09-0.23×2-0.35×6）+（9.6-0.23×2-0.35×3）+（6.9-0.35））×3.45×0.24m336.573D+E（24.9-0.23×2-0.35×3）×2×3.4×0.24m338.172F（（32.09-0.23×2-0.35×6）+（4.8-0.23×2））×3.45×0.24m328.044H（（24.89-0.18×2-0.35×5）+（7.2-0.18×2-0.35-0.3×2））×3.45×0.24m323.739（24.9-0.23-0.18-0.35×3）×3.4×0.24m319.127L（4.2-0.4）×2×3.5×0.24m36.384N（（29.09-0.18×2-0.35×6）+（7.2-0.18×2-0.35）+（29.1-0.18-0.35×4-0.28））×3.45×0.24m349.978P（68.4-4.2-0.31-0.38×2-0.5×6-0.375×2-0.5×5）×3.45×0.24m347.097R（68.4-0.36-0.38×2-0.5×6-0.38×2-0.5×5-0.38×2）×3.5×0.24m350.618隔墙(5.4-0.12-0.0575)×(3.9-0.4)×0.24m32.732
(5.4-0.25)×(3.9-0.4)×0.24m34.387(3.3-0.12-0.12)×(3.9-0.4)×0.115m32.073(3.3-0.12-0.12)×(3.9-0.4)×0.24m32.57(6.9-0.1×2)×(3.9-0.4)×0.24m35.628(5.4-0.25)×(3.9-0.4)×2×0.24m38.652应扣门窗m394.800应扣过梁m32.226应扣翻沿m30.641小计389.696240厚墙1138.176115厚墙28.194总计1166.372墙的含模量1166.372*9.310847.26基础的计算基数个数计算式单位工程量J-19（2×1.8×0.4+0.9×1.3×0.4）×9m317.172J-24（1.7×4×0.4+1×3.3×0.4）×4m316.16J-32（1.4×1×0.4+1×0.6×0.4）×2m31.6J-42（2.4×2.1×0.4+1.5×1.23×0.4）×2m35.508J-553（2×2.4×0.4+1.2×1.4×0.4）×53m3137.376J-617（1.5×1.8×0.4+0.8×0.9×0.4）×17m323.256J-711（1.6×1.9×0.4+0.9×1×0.4）×11m317.336J-812.4×3.8×0.4+1.5×2.91×0.4m35.394J-912.4×3.8×0.4+2×3×0.4m310.048J-1011.6×3.5×0.4+0.8×2.7×0.4m33.104J-1112.3×1.5×0.4+1.5×0.7×0.4m31.8J-1211.4×3.2×0.4+0.6×2.4×0.4m32.368J-1313.2×1.7×0.4+0.9×2.4×0.4m33.04J-1412.4×3.7×0.4+1.6×2.9×0.4m35.408J-1511.5×3.5×0.4+0.7×2.7×0.4m32.856总计m3252.426基础模板252.426*2.35m3593.201基础垫层的计算基础垫层 计算公式单位 J-12.2*2*0.1*9m3J-21.9*4.2*0.1*4m3
J-31.6*1.2*0.1*2m3J-42.6*2.3*0.1*2m3J-52.2*2.6*0.1*53m3J-61.7*2*0.1*17m3J-71.8*2.1*0.1*11m3J-82.6*4*0.1m3J-92.6*4*0.1m3J-101.8*3.7*0.1m30.666J-112.5*1.7*0.1m30.425J-121.6*3.4*0.1m30.544J-133.4*1.9*0.1m30.646J-142.6*3.9*0.1m31.014J-151.7*3.7*0.1m30.629小计 m354.990基础梁垫层214.12*(0.25+0.2)*0.1m326.970总计 m381.960垫层模板的计算工程项目计算公式单位工程量独立基础垫层模板54.99*1.94m3106.680基础梁垫层模板26.97*9.61m3256.18总计 m3365.860门窗过梁的计算工程项目计算公式单位工程量一层窗过梁C1过梁（0.24*2+1.2）*0.12*0.24*3m30.145C2过梁（0.24*2+1.5）*0.12*0.24*3m30.171C3过梁（0.24*2+1.8）*0.12*0.24*10m30.657C4过梁（0.24*2+2.1）*0.12*0.24*10m30.743C5过梁（0.24*2+3）*0.12*0.24*6m30.601C6过梁（0.24*2+3.3）*0.12*0.24*2m30.218C7过梁（0.24*2+3.6）*0.12*0.24*10m31.175C8过梁（0.24*2+3.9）*0.12*0.24*0m30.000C9过梁（0.24*2+4.2）*0.12*0.24*9m31.213C10过梁0m30.000小计m34.923一层门过梁m3M1过梁（3+0.37*2）*0.24*0.24*2m30.431M2过梁（0.24*2+1）*0.12*0.24*27m31.151
M3过梁（0.24*2+1.8）*0.12*0.24*1m30.066M4过梁（0.24*2+0.9）*0.12*0.24*6m30.238M5过梁0m30.000M6过梁（0.24*2+1）*0.12*0.24*1m30.043小计m31.930二层窗过梁m3C1过梁（0.24×2+1.2）×0.12×0.24×3m30.145C2过梁（0.24×2+1.5）×0.12×0.24×3m30.171C3过梁（0.24×2+1.8）×0.12×0.24×7m30.575C4过梁（0.24×2+2.1）×0.12×0.24×10m31.115C5过梁（0.24×2+3）×0.12×0.24×6m31.293C6过梁（0.24×2+3.3）×0.12×0.24×3m30.873C7过梁（0.24×2+3.6）×0.12×0.24×10m33.125C8过梁（0.24×2+3.9）×0.12×0.24×1m30.334C9过梁（0.24×2+4.2）×0.12×0.24×11m30.356C10过梁（0.24×2+3）×0.12×0.24×1m30.215小计m38.202二层门过梁m3M1过梁0m30M2过梁（0.24×2+1）×0.12×0.24×27m31.15M3过梁0m30M4过梁（0.24×2+0.9）×0.12×0.24×6m30.238M5过梁0m30M6过梁（0.24×2+1）×0.12×0.24×1m30.043小计m30.281三层窗过梁个数计算公式单位工程量C13(1.2+0.24×2)×0.24×0.12m30.048C23(1.5+0.24×2)×0.24×0.12m30.057C36(1.8+0.24×2)×0.24×0.15m30.082C411(2.1+0.24×2)×0.24×0.18m30.111C54(3+0.37×2)×0.24×0.24m30.215C62(3.3+0.37×2)×0.24×0.3m30.291C710(3.9+0.37×2)×0.24×0.3m30.312C81(3.9+0.37×2)×0.24×0.3m30.356C912(4.2+0.37×2)×0.24×0.3m30.356C101(3+0.37×2)×0.24×0.24m30.215小计m32.043三层门过梁个数计算公式m3工程量M100m30M215(1+0.24×2)×0.24×0.12m30.043
M300m30M46(0.9+0.24×2)×0.24×0.12m30.040M56(1.5+0.24×2)×0.24×0.12m30.057M61(1+0.24×2)×0.24×0.12m30.043小计m30.813总计m318.192过梁模板18.192*8.04m2146.264梁的计算轴号工程项目计算公式单位工程量一层梁1KL1(2)（7.2+2.4-0.35-0.5-0.175）×0.25×0.6m31.282KL2（3）（2.28+4+3.9-0.175-0.4×2-0.175）×0.2×0.4m30.722KL3（2）（7.2+2.4-0.35-0.5-0.175）×0.25×0.6m31.2822KL4（3）（2.28+4+3.9-0.175-0.4×2-0.175）×0.2×0.4m30.722LL1(1)(5.4-0.125)×0.25×0.4×2m31.0553KL5（1）（7.2-0.375×2）×0.25×0.6m30.968KL6（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.2754KL7（1）（3.9+4-0.175-0.2）×0.3×0.7m31.5805KL8（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275KL9（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.2756KL10（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275KL6（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.2757KL11（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275LL9(2)（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275KL9(2)（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.2758KL10（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275KL6（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.2759KL11（2）（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.275KL9(2)（7.2+2.4-0.375-0.5-0.225）×0.25×0.6m31.27510KL11(2)（7.2+2.4-0.35-0.5-0.175）×0.25×0.6m31.283KL3(2)（7.2+2.4-0.35-0.5-0.175）×0.25×0.6m31.28311KL12（3）（7.2+1.8+2.4-0.375-1-0.175）×0.25×0.6m31.478KL13（3）（7.2+2.4+1.2-0.375-1-0.375）×0.25×0.6m31.38812KL12（3）（7.2+1.8+2.4-0.375-1-0.225）×0.25×0.6m31.47013KL14（2）（7.2+2.4+1.2-0.225-0.5-0.375）×0.25×0.7m31.69814KL15（2）（7.2+2.4-0.35-0.5-0.175）×0.25×0.6m31.283KL16（3）（2.28+4+3.9-0.175-0.4×2-0.175）×0.2×0.4m30.72215LL2(1)(2.4-0.175-0.125)×0.25×0.4m30.210
KL17(3)（2.28+4+3.9-0.175-0.4×2-0.175）×0.2×0.4m30.72216KL18（1）（7.2-0.375×2）×0.25×0.6m30.968KL14（2）（7.2+2.4+1.2-0.225-0.5-0.375）×0.25×0.7m31.69817KL19（4）（7.2+1.8+2.4-0.375-1.5-0.175）×0.2×0.3m30.561KL7(1)（3.9+4-0.175-0.2）×0.3×0.7m31.58018KL20(2)（7.2+2.4+1.2-0.225-0.5-0.375）×0.25×0.7m31.69819KL21(3)（7.2+1.8+2.4-0.375-1-0.375）×0.2×0..3m30.579KL14(2)（7.2+2.4+1.2-0.225-0.5-0.375）×0.25×0.7m31.69821KL22(3)（7.2+1.8+2.4-0.375-1-0.375）×0.2×0..3m30.579KL23(2)（7.2+2.4+1.2-0.225-0.5-0.375）×0.25×0.7m31.69822KL24(4)（7.2+1.8+2.4-0.375-1.5-0.175）×0.2×0.3m30.561KL25(3)（7.2+1.2+2.4-0.375-1.5-0.225）×0.25×0.7m31.61023LL1(1)(3.3-0.125)×0.25×0.4m30.318KL26(2)（7.2+2.4-0.275-0.5-0.375）×0.25×0.5m31.05624KL27(3)（7.2+2.4-0.375-0.5×2-0.375）×0.2×0.3m30.471AKL28(1)(4.8-0.225×2)×0.25×0.45m30.489KL29(3)(1.8+4.2+6+6-0.225×2-0.35×2)×0.25×0.5m32.106BKL32(1)(3.6+3.3-0.125-0.225)×0.25×0.7m31.146LL4(3)(6×3-0.1-0.2×2-0.1)×0.25×0.4m31.740CKL30(7)(3+2.4+1.8+2.7+4.5×4+4.19-0.225×2-0.35×6)×0.25×0.45m33.323KL31(4)(4.8+2.4+4.8-0.225×2-0.35×3)×0.25×0.3m30.788C-FLL7(1)(3+2.4-0.25)×0.2×0.4m30.412LL5(6)(1.8+2.7+4.5×4+4.19-0.25×6)×0.25×0.45m32.834LL5(6)(1.8+2.7+4.5×4+4.19-0.25×6)×0.25×0.45m32.834LL6(4)(4.8+2.4+4.8+2.4-0.125-0.25×3-0.1)×0.25×0.4m31.342LL6(4)(4.8+2.4+4.8+2.4-0.125-0.25×3-0.1)×0.25×0.4m31.342LL4(3)(6×3-0.1-0.2×2-0.1)×0.25×0.4m31.740KL33(4)(6×3+3.6+3.3-0.225×2-0.35×3)×0.25×0.5m32.925KL33(4)(6×3+3.6+3.3-0.225×2-0.35×3)×0.25×0.5m32.925LL8(4)(6×3+3.6+3.3-0.1-0.2×3-0.1)×0.25×0.4m32.410FKL30(7)(5.4+4.5×5+4.19-0.225×2-0.35×6)×0.25×0.45m33.323KL34(3)(4.8+2.4+4.8+2.4-0.225-0.35×3-0.1)×0.25×0.3m30.977F-HLL4(3)(6×3-0.1-0.2×2-0.1)×0.25×0.4m31.740HKL35(8)(3+2.4+1.8+2.7+4.5×4+4.19-0.175-0.3×2-0.35×5-0.175)×0.25×0.45m33.306KL37(8)(4.8+2.4+4.8+4.2×2+6×2+3.6+3.3-0.175-0.35-0.3×3-0.35×3-0.225)×0.25×0.5m34.575JKL36(2)(3+2.4+1.8-0.175×2-0.3)×0.2×0.4m30.524KL36(2)(3+2.4+1.8-0.175×2-0.3)×0.2×0.4m30.524KKL38(1)(3-0.275×2)×0.25×0.3m30.184KL39(1)(3-0.175×2)×0.25×0.3m30.184LKL36(2)(3+2.4+1.8-0.275×2-0.4)×0.2×0.4m30.500
KL36(2)(3+2.4+1.8-0.275×2-0.4)×0.2×0.4m30.500MKL40(1)(3-0.175×2)×0.2×0.3m30.159KL42(1)(3-0.175×2)×0.25×0.3m30.199NKL41(8)(3+2.4+1.8+2.7+4.5×4+4.19-0.175-0.3-0.35×6-0.175)×0.25×0.45m33.301KL43(9)(4.8+2.4+3+2.4+1.8+1.8+4.2+6*2+3.6-0.175-0.35×5-0.3×2-0.35-0.275)×0.25×0.45m33.696PKL30(7)(32.09-0.225×2-0.35×6)×0.25×0.45m33.323KL44(7)(36-0.225×2-0.35×6)×0.25×0.45m33.763P-QLL10(1)(5.4-0.25)×0.25×0.4m30.515LL11(6)(26.69-0.25×6)×0.25×0.4m32.519LL12(6)(36-3.6-0.25×6)×0.25×0.45m33.476LL11(6)(26.69-0.25×6)×0.25×0.4m32.519LL12(6)(36-3.6-0.25×6)×0.25×0.45m33.476LL12(6)(36-3.6-0.25×6)×0.25×0.45m33.476QKL30(7)(32.09-0.225×2-0.35×6)×0.25×0.45m33.323KL45(1)(3.6-0.225×2)×0.25×0.4m30.315RKL46(6)(36-3.6-0.225×2-0.35×5)×0.25×0.45m33.398小计m3131.671轴号二层梁1KL47(2)0.25×0.6×(9.6-0.375-0.5-0.175)m31.283KL2(3)0.2×0.4×(10.18-0.2-0.4×2-0.2)m30.718KL3(2)0.25×0.6×(9.6-0.175-0.5-0.375)m31.2832LL1(1)0.25×0.4×（5.4-0.125-0.1）×2m31.035KL4(3)0.2×0.4×（4-0.4+10.18-0.2-0.4×2-0.2）m31.0063KL5(1)0.25×0.6×（7.2-0.375-0.375）m30.968KL6(2)0.25×0.6×（9.6-0.25-0.5-0.375）m31.2754KL7(1)0.3×0.7×（7.9-0.15-0.2）m31.5865KL11(2)0.25×0.6×（9.6-0.375-0.5-0.225）m31.275KL9(2)0.25×0.6×（7.2-0.225-0.5-0.375）m30.7156-9KL10(2)0.25×0.6×2×（9.6-0.375-0.5-0.225）m32.550KL11(2)0.25×0.6×3×（9.6-0.375-0.5-0.225）m33.825KL6(2)0.25×0.3×（9.6-0.225-0.5-0.375）×2m31.275KL9(2)0.25×0.3×（9.6-0.225-0.5-0.375）×2m31.27510KL11(2)0.25×0.6×（9.6×2-0.25-0.5×2-0.175-0.375-0.175）m32.58411KL12(3)0.25×0.6×(11.4-0.375-0.5×2-0.175)m31.478KL48(3)0.25×0.7×(9.6-0.175-0.5-0.375)m31.49612KL49(3)0.25×0.6×(11.4-0.375-0.5×2-0.225)m31.47013KL50(3)0.25×0.7×(10.8-0.225-0.5-0.375)m31.69814KL15(2)0.25×0.6×(9.6-0.375-0.5-0.175)m31.282KL16(3)0.2×0.4(4+3.9+2.28-0.2-0.175)m30.78415LL2(1)0.25×0.4×(2.4-0.175)+0.2×0.4×(3.9+4+2.28-0.2-0.4-0.175)m30.975
16KL18(1)0.25×0.6×(7.2-0.375×2)m30.968KL51(2)0.25×0.7×(2.4+7.2+1.2-0.375-0.375)m31.75917KL19(4)0.2×0.3×(11.4-0.375-0.5×3-0.175)m30.561KL7(1)0.3×0.7×(3.9+4-0.2-0.2)m31.57518KL50(2)0.2×0.4×(1.5+7.2-0.225-0.5-0.375)m30.68019KL52(3)0.2×0.4×(1.5×7.2-0.225-0.375-0.5)m30.772KL51(2)0.25×0.7×(9.6-0.225-0.375-0.5×2-0.375)m31.48821KL53(3)0.2×0.4×(11.4-0.375-0.5×2-0.375)m30.772KL23(2)0.25×0.7×(10.8-0.225-0.375)m31.78522KL24(4)0.2×0.4×(1.5-0.375-0.25)+0.2×0.3×(11.4-0.375-0.5×3-0.375)m30.556KL25(3)0.25×0.7×(10.8-0.225-0.5×2-0.375)m31.61023KL26(2)0.25×0.5×(9.6-0.275-0.5-0.375)m31.056LL3(1)0.25×0.4×(3.3-0.125-0.12)m30.30624KL27(3)0.2×0.3×(9.6-0.375-0.5×2-0.375)m30.471AKL28(1)0.25×0.45×(4.8-0.225-0.225)m30.489KL29(3)0.25×0.5×(6×3-0.25×2-0.35×2)m32.100BKL32(1)0.25×0.7×(3.45×2-0.1-0.25)m31.146CKL54(7)0.25×0.45×(9.9+4.5×4+4.13-0.225-0.35×6-0.225)m33.317KL55(4)0.25×0.3×(4.8×2+2.4×2-0.225-0.35×3-0.1)m30.977FKL30(7)0.25×0.45×(9.9+4.5×4+4.13-0.225-0.35×6-0.025)m33.339KL34(3A)0.25×0.45×(14.4-0.225-0.5×3-0.2)m31.403HKL35(8)0.25×0.45×(2.4+1.8+2.7+4.5×4+7.13-0.175-0.3×2-0.35×5-0.175)m33.300KL36(2)0.25×0.4×(14.4-0.225-0.35×2-0.3-0.2)m31.298CLL4(3)0.25×0.4×(6×3-0.25×2)+0.25×0.4×(6×3-0.2)×2m35.310LL5(6)0.25×0.45×2×（4.5+4.5×4+4.13-0.25×6）m32.827LL6(4)0.25×0.4×（4.8×2+2.4×2-0.25×3-0.125-0.1）+0.25×0.4×（4.8×2+2.4×2-0.25×3-0.125-0.1）m32.785LL7(1)0.250.2×0.4×（3+2.4-0.25）m30.412LL8(4)0.25×0.4×(6×3-0.2×0.4)m31.72KL56(4)0.25×0.5×2×(6×3+3.45×2-0.25-0.35×3-0.25)m32.919JKL36(2)0.2×0.4×(4.8+2.4-0.2-0.3-0.15)m30.524KL36(2)0.2×0.4×(4.8+2.4-0.2-0.3-0.15)m30.524KKL39(1)0.2×0.3×(3-0.3×2)+0.2×0.3×(4.8-0.3×2)m30.396LKL36(2)0.2×0.4×(3+2.4+1.8-0.3-0.25-0.4)+0.2×0.4×(4.8+2.4-0.3-0.4-0.2)m31.028MKL42(1)0.2×0.3×(3-0.2×2)+0.25×0.3×(3.53-0.2×2)m30.351NKL40(1)0.2×0.3×(32.03-0.175-0.3-0.35×6-0.175)m31.757KL43(9)0.25×0.45×(35.85-0.175-0.35×5-0.3×2-0.35-0.275)m33.679PKL30(7)0.25×0.45×(32.08-0.225-0.35×6-0.225)m33.322KL44(7)0.25×0.45×(35.85-0.225-0.35×6-0.225)m33.746LL10(1)0.25×0.4×(5.4-0.25)m30.515
LL11(6)0.25×0.4×2×(26.63-0.25×0.6)m35.026LL12(6)0.25×0.45×3×(16.2-0.25×4-0.2)m35.063KL57(1)0.25×0.4×(3.45-0.225-0.225)m30.300QKL54(7)0.25×0.45×(32.03-0.225-0.35×6-0.225)m33.317KL46(6)0.25×0.45×(16.2-0.225-0.35×5-0.225)m31.575小计m3110.66轴号三层梁1KL58（2）{7.2-[0.5-0.25/2+0.5+(0.3-0.25/2)]}×0.25×0.6m30.923KL60（2）{7.2-[0.5-0.25/2+0.5+(0.3-0.25/2)]}×0.25×0.6m30.923KL59（3）[10.49-0.31-(0.3-0.1)-0.4×2-(0.3-0.1)]×0.2×0.4m30.7182LL1(1)[(5.4-0.25/2-0.1)+(5.4-0.25/2-0.25/2)]×0.25×0.4m31.032KL61(3)[10.49-0.31-(0.3-0.1)-0.4×2-(0.3-0.1)]×0.2×0.4m30.7183KL62（1）[7.2-(0.5-0.25/2+0.5-0.25/2)]×0.25×0.6m30.967KL63（2）[2.4-(0.35-0.25/2+0.25/2)]×0.25×0.6m30.308[7.2-(0.5-0.25/2+0.5-0.25/2)]×0.25×0.6m30.9684KL7（1）[3.9+4-0.4/2-(0.3-0.1)]0.3×0.7m31.5755KL64(2)[7.2+2.4-(0.5-0.25/2)-(0.35-0.25/2)-0.5]0.25×0.6m31.275KL63(2)[7.2+2.4-(0.5-0.25/2)-(0.35-0.25/2)-0.5]0.25×0.6m31.2756-9KL64(2)[7.2+2.4-(0.5-0.25/2)-(0.35-0.25/2)-0.5]0.25×0.6×4m35.100KL63(2)[7.2+2.4-(0.5-0.25/2)-(0.35-0.25/2)-0.5]0.25×0.6×4m35.10010KL58(2)[7.2+2.4-0.5/2-0.5-(0.3-0.25/2)]×0.25×0.6m31.301KL66(2)[2.4+7.2-(0.3-0.25/2)-0.5-(0.5-0.25/2)]×0.25×0.6m31.28311KL58(2)[7.2+2.4-0.5/2-0.5-(0.3-0.25/2)+1.5+0.3-0.5/2-(0.5-0.25/2)]×0.25×0.6m31.478KL67(3)[2.4+7.2-(0.3-0.25/2)-0.5-(0.5-0.25/2)+1.2-0.25/2-(0.5-0.25/2)]×0.25×0.6m31.38812KL68(3)[7.2+2.4-0.5/2-0.5-(0.35-0.25/2)+1.175]×0.25×0.6m31.47013KL69(2)[(2.4+7.2+1.2)-0.35+0.25/2-0.5-0.5+0.25/2]×0.25×0.6m31.69814KL58(2)[7.2-(0.5-0.25/2)×2+2.4-0.25/2-(0.3-0.25/2)]×0.25×0.6m31.283KL70(3)[(10.49-0.31)-(0.3-0.2/2)-0.4×2-(0.3-0.25/2)]×0.2×0.4m30.72015KL17(3)2.1×0.25×0.4m30.210LL2(1)9.005×0.2×0.4m30.72016KL62(1)6.45×0.25×0.6m30.968KL71(2)9.7×0.25×0.7m31.69817KL72(4)[(1.5+0.3+7.2+2.4)-(0.5-0.25/2)-0.5×3-(0.3-0.25/2)]×0.2×0.3m30.561KL7(1)[(3.9+4)-(0.3-0.2/2)-0.2]×0.3×0.7m31.57518KL73(2)9.7×0.25×0.7m31.69819KL74(3)[(1.5+0.3+7.2+2.4)-(0.5-0.25/2)-0.5×2-(0.5-0.25/2)]×0.2×0.3m30.579KL71(2)9.7×0.25×0.7m31.69821KL75(3)[(1.5+0.3+7.2+2.4)-(0.5-0.25/2)-0.5×2-(0.5-0.25/2)]×0.2×0.3m30.579KL69(2)9.7×0.25×0.7m31.698
22KL76(4)[(1.5+0.3+7.2+2.4)-(0.5-0.25/2)-0.5×3-(0.5-0.25/2)]×0.2×0.3m30.549KL77(3)[(2.4+7.2+1.2)-(0.35-0.25/2)-0.5×2-(0.5-0.25/2)]×0.25×0.7m31.61023LL3(1)[3.3-0.25/2-0.25/2]×0.25×0.4m30.305KL78(2)[(2.4+7.2)-(0.4-0.25/2)-0.5-(0.5-0.25/2)]0.25×0.5m31.05624KL79(3)[(7.2+2.4)-(0.5-0.25/2)-0.5×2-(0.5-0.25/2)]×0.2×0.3m30.471AKL80(1)[4.8-(0.35-0.25/2)*2]*0.25*0.45m30.489KL81(3)[6*3-(0.35-0.1+0.35*2+0.35-0.1)]*0.25*0.5m32.100BKL84(1)[6.9-0.1-(0.35-0.1)]*0.25*0.7m31.146LL4(3)[18-(0.35-0.1)-0.2*2-(0.35-0.1)]*0.25*0.4m31.710CKL82(7)[(3+2.4+9*3-0.365)-(0.35-0.25/2)-0.35*6-(0.35-0.25/2)]*0.25*0.45m33.317KL83(4)[(4.8+9.6)-(0.35-0.25/2)-0.35*3-0.1]*0.25*0.3m30.977DLL5(6)[(9*3-0.365)-0.25/2-0.25*5-0.25/2]*0.25*0.45m32.828LL6(4)[(4.8+9.6)-0.25/2-0.25*3-0.1]*0.25*0.4m31.342LL4(3)[18-0.1-0.2*2-0.1]*0.25*0.4m31.740KL85(4)[(18+6.9)-(0.35-0.1)-0.35*3-(0.35-0.1)]*0.25*0.5m32.919ELL7(1)(5.4-0.25)*0.2*0.4m30.412LL5(6)25.135*0.25*0.45m32.828LL6(4)13.425*0.25*0.4m31.343KL86(4)23.35*0.25*0.5m32.919FKL82(7)29.485*0.25*0.45m32.627KL87(3)13.025*0.25*0.45m31.465LL8(4)(17.4+6.9-0.2)*0.25*0.4m32.410LL4(3)17.4*0.25*0.4m31.740HKL35(8)[(3+2.4+9*3-0.365)-(0.3-0.25/2)-0.3*2-0.35*5-(0.3-0.25/2)]*0.25*0.45m33.300KL89(8)[(4.8+9.6+6*3+6.9)-(0.3-0.25/2)-0.35-0.3*3-0.35*3-(0.35-0.1)]*0.25*0.5m34.572IKL88(2)[(3+2.4+0.45+1.35)-(0.3-0.1)-0.3-0.15]+[（9.6-0.42-1.5-0.48)-(0.3-0.1)-0.3-0.15]m31.048KKL40(1)[3-(0.4-0.1)*2]*0.2*0.3m30.288LKL88(2)[(3+4.2-(0.4-0.1)-(0.4-0.15)-0.4)*2]*0.2*0.4m31.000MKL40(1)3-(0.3-0.1)*2*0.2*0.3m30.156KL42(1)2.6*0.25*0.3m30.195NKL41(8)[(3+2.4+9*3-0.31)-(0.3-0.25/2)-0.3-0.35*6-(0.3-0.25/2)]*0.25*0.45m33.301KL43(9)[（0.9+4.2+0.9)*2+(0.6+3+0.6)*2+(0.95+4.2+0.85)*2+1.8*2-(0.3-0.25/2)-0.35-0.3-0.3-0.35*5-(0.4-0.25/2)]*0.25*0.45m33.696PKL82(7)[(3+2.4+9*3-0.31)-(0.35-0.25/2)-0.35*6-(0.35-0.25/2)]*0.25*0.45m33.323KL90(7)[36-(0.35-0.25/2)*2-0.35*6]*0.25*0.45m33.763QKL82(7)29.54*0.25*0.45m33.323KL91(1)3.35*0.25*0.4m30.335
RK92(6)[32.4-(0.35-0.25/2)*2-0.35*5]*0.25*0.45m33.395LL1(1)[5.4-0.25]*0.25*0.4m30.515LL10(1)[5.4-0.25]*0.25*0.45m30.579LL11(6)[(9*3-0.31)-0.25*6]*2*0.25*0.4m35.038楼梯间梁220.2*0.3*(3.3-0.38-0.25)m30.1600.25*0.7*(2.4+7.2+1.2-0.23-0.5*2-0.38)m31.608230.25*0.5*(2.4+7.2-0.28-0.5-0.38)m31.055240.2*0.3*(3.3-0.38-0.25)m30.160Q0.25*0.4*(3.6-0.23*2)m30.314P0.25*0.45*(3.6-0.23-0.175)m30.359N0.25*0.45*(3.6-0.28-0.175)m30.354D0.25*0.5*(6.9-0.23-0.175)m30.812C0.25*0.7*(6.9-0.23-0.12)m31.146小计m35.808LL12(6)[(32.4-0.25*6)*3]*0.25*0.45m310.429小计m3130.985总计373.316梁模板含量一层112.026*9.61+5.224*11.32+14.404*7.61m21245.320二层91.211*9.6+14.143*11.32+5.306*7.61m21076.103三层81.362*9.6+11.972*11.32+4.160*7.61m2948.256楼梯间梁0.32*11.32+2.754*7.61+2.894*9.61m252.40总计m23269.679地梁的计算轴号编号计算式单位工程量1A（4.8-0.225×2）+（18-0.25-0.5×2-0.25）×0.25×0.5m36.41252B1B100.25×0.5×（32.09-0.225-0.5×6-0.225）m33.58B12B170.25×0.5×（9.6-0.125-0.1-0.5×2）m31.0469B22B240.25×0.5×（6.9-0.1-0.225）m30.821930.25×0.5×（24.9-0.25-0.35×3-0.25）×2+(5.4-0.225×2)m310.7384F1F100.25×0.5×（32.09-0.225-0.5×6-0.225）m33.58F11F120.25×0.5×（4.8-0.225-0.225）m30.54385H4H100.25×0.1×（24.89-0.15-0.35×5-0.175）m30.5704H11H140.25×0.1×（7.2-0.175-0.35-0.125）m30.1638H17H240.25×0.5×（24.9-0.2-0.35×3-0.25）m32.9256N2N100.25×0.5×（33.89-0.25-0.35×6-0.175）m33.921N11N140.25×0.5×（7.2-0.175-0.35-0.1）m30.441N15N230.25×0.5×（25.12-0.1-0.25-0.275）m33.062
7P1P100.25×0.5×（32.09-0.225-0.35×6-0.225）m33.6925P11p220.25×0.5×（32.4-0.225-0.35×5-0.225）m33.7758Q1Q100.25×0.5×（32.09-0.225-0.35×6-0.225）m33.69259R11R220.25×0.5×（32.4-0.225-0.35×5-0.225）m33.77510Dl220.25×0.5×（6.9-0.25×2）m30.8Dl210.25×0.5×（5.4-0.25）×2m31.2875m319.6+10.175+9.6-0.375×2-0.5×2-0.175×4-0.4×2m326.132(5.4-0.25)×2+10.175-0.175×2-0.4×2m319.3337.2×2-0.375×4m312.96、8、107.2×6-0.375×6×2m338.711、12(9×2-0.5×2-0.175-0.225)+(8.4-0.375-0.5×2-0.175)m323.4514、15(10.175-0.4×2-0.175)×2m318.4116、198.4×2-0.375×4m315.3174.83×2-0.375×3-0.175-0,.5m37.86204.83×2-0.25×2m39.1622(4.83×2-0.375×2×2-0.5)+(8.4-0.375×2-0.5)m314.8123(9.6+0.375-0.275-0.5)+3.3m311.75249.9-0.375×2-0.5×2m38.15总计m3260.7788梁模板260.7788*1.99m2518.950板的计算工程项目计算式单位工程量一层板板号B1(3+2.4-0.25)*(7.2-0.25)-(5.4-0.125+6.4-0.25)*0.25*0.08m32.635B2（1.8+2.7-0.25）*（7.2-0.25）*0.1m32.954B3（4.5-0.25）*（7.2-0.25*3）*8*0.1m321.930B4（4.19-0.25）*（7.2-0.25）*2*0.1m35.477B5（6-0.25）*（7.2+1.2-0.25*4）*0.1m34.256B6（6-0.25）*（7.2+1.2-0.25*4）*2*0.1m38.510B7（4.2-0.25）*（7.2+1.2-0.25*4）*0.1m32.923B8（6-0.25）*（7.2+1.2-0.25*4）*0.1m34.255B9（5.4-0.25）*（2.4-0.25）*0.1m31.107B10(4.5-0.25)*(2.4-0.25)*0.1m30.914B11(4.5-0.25)*(2.4-0.25)*8*0.1m37.310B12（4.19-0.25）*（2.4-0.25）*2*0.1m31.694B13（6-0.25）*（2.4-0.25）*0.1m31.236B14（6-0.25）*（2.4-0.25）*2*0.1m32.473B15（4.2-0.25)*(2.4-0.25)*2*0.1m31.699B16（6-0.25）*（2.4-0.25）m31.236
B17(3.6-0.25)*(2.4-0.25)*0.1m30.720B18(3-0.2)*(2.28-0.2)*0.1m30.582B19(3-0.2)*(2.4-0.125-0.1)*0.1m30.609B20(3-0.2)*(4-0.1-0.125)*0.1m31.057B21(3-0.2)*(2.28-0.2)*0.1m30.582B22(3-0.2)*(4-0.1-0.125)*0.1m31.057B23(3-0.2)*(4-0.2)*0.1m31.064B24(3+2.4+1.8+2.7+0.25)*(2.4-0.25)*0.1m32.182B25(4.8-0.25)*(2.4-0.25)*0.1m30.978B26(2.4-0.25)*(2.4-0.25)*0.1m30.462B27(6-0.2)*(4.8-0.25*3)*0.1m32.349B28(6-0.2)*(4.8-0.25*3)*2*0.1m34.698B29(6-0.2)*(4.8-0.25*3)*2*0.1m34.698B30(6.9-0.2）*（4.8-0.25）-（3.3-0.125+3.6+3.3-0.24）*0.25*0.1m32.349B31（2.4-0.25）*（7.2-0.25*4）+（4.8-0.25*2）*（2.4-0.25）*0.1m34.698B32（3+2.4-0.25）*（7.2-0.25）-（5.4-0.125+6.4-0.25）*0.25*0.1m34.698B33（4.5-0.25）*（7.2-0.25*3）*8*0.08m32.242B34（4.8-0.25）*（7.2-0.25*3）*0.1m32.258B35（2.4-0.25）*（7.2-0.25*3）*0.08m32.635B36（4.8-0.25）*（7.2-0.25*4）*0.1m32.821B37（6-0.2）*（1.8-0.25）*0.1m30.899B38（6-0.2）*（1.8-0.25）*2*0.1m31.798B39（6.9-0.2）*（1.8-0.25）*0.1m31.038B40（4.8-0.25）*（1.5+0.3-0.25）*0.1m30.705B41（6-0.2）*（4.8-0.25*2）*0.1m32.494小计m3134.789二层板板号B1[(5.4-0.25)×(7.2-0.25)-5.15×0.25-(5.4-0.25)×0.25]×0.08m30.587B2[(4.5-0.25)×(7.2-0.25)-4.25×0.25×2]×0.1m32.741B3[(4.5-0.25)×(7.2-0.25)×0.1×8-4.25×0.25×2]×0.08m32.257B4[(4.13-0.25)×(7.2-0.25)×0.1-4.25×0.25×2]×0.1m30.057B5[(6-0.25)×（8.4-0.25）-3.975×0.25×2]×0.1m30.181B6[(6-0.25)×（8.4-0.25）-5.75×0.25×2]×0.1×2m38.798B7[(4.2-0.125-0.1)×(8.4-0.25)-3.975×0.25×2]×0.1×2m36.082B8[(6-0.25)×（8.4-0.25）-5.75×0.25×2]×0.1m34.399B9(5.4-0.25)×(2.4-0.25)×0.1×1m31.107B10(4.5-0.25)×(2.4-.025)×0.1m30.914B11(4.5-0.25)×(2.4-.025)×0.1×4m33.655B13[(6-0.25)×(2.4-0.25)]×0.1m30.837B14[(6-0.25)×(2.4-0.25)]×0.1m31.236B15(4.2-0.125-.01)×(2.4-0.25)×0.1×2m31.709B16[(6-0.25)×(2.4-0.25)]×0.1m31.236
B17(3.45-.25)×2.4-0.5)×0.1m30.688B18(3-0.2)×(2.28-0.2)×0.1m30.582B19(3.53-0.2)×(2.28-0.2)×0.1m30.693B20(3-0.2)×(4-0.2)×0.1m31.064B21(3-0.2)×（3.9-0.2）×0.1m31.036B22(9.9-0.25)×(2.4-0.25)×0.1m32.075B23(4.8-0.25)×(2.4-0.25)×0.1m30.978B24(2.4-0.25)×(2.4-0.25)×0.1m30.462B25[(6-0.2)×(4.8-0.25)-5.8×0.25×2]×0.1m32.349B26[(6-0.2)×(4.8-0.25)-5.8×0.25×2]×2×0.1m34.698B27[(6-0.2)×(4.8-0.25)-5.8×0.25×2]×2×0.1m34.698B28[(4.8-0.25)×(6.9-0.2)-3.175×0.25-6.7×0.25])×0.08m32.241B29[(7.2-0.125-0.1)×(2.4-0.25)+(7.2-0.25)×(2.4-0.125-0.1)]×0.1m33.011B30[(5.4-0.25)×(7.2-0.25)-(5.275+5.15)×0.25]×0.08m32.648B31[(4.5-0.25)×(7.2-0.25)]×0.1m32.954B32[(4.8-0.25)×(7.2-0.25)-4.55×0.25×2]×0.1m32.935B33[(2.4-0.25)×(7.2-0.25)-2.15×0.25×2]×0.1m31.387B34[(4.8-0.25)×(7.2-0.25)-4.55×0.25×2]×0.1m32.935B35(1.8-0.25)×(6-0.2)×0.1m30.899B36(6-0.2)×(1.8-0.25)×0.1×2m30.899B37(6.9-0.2)×(1.8-0.25)×0.1m31.039B38(4.8-0.25)×(1.5-0.25)×0.1m30.569B39[(6-0.2)×(3.3-0.25)-5.8×0.25×2]×0.1m31.479小计78.115三层板板号B1（（3+2.4-0.25）*（7.2-0.25）-（5.4-0.125+6.4-0.25）*0.25）*2m36.6915B2（1.8+2.7-0.25）*（7.2-0.25）*m324.7676B3（4.19-0.25）*（7.2-0.25）*2m35.1163B4（6-0.25）*（7.2+1.2-0.25*4）*2m393.1392B5（6-0.25）*（7.2+1.2-0.25*4）*2m394.1392B6（4.2-0.25）*（7.2+1.2-0.25*4）m35.8687B7（5.4-0.25）*（2.4-0.25）m31.1146B8(4.5-0.25)*(2.4-0.25)*9m38.2814B9（4.19-0.25）*（2.4-0.25）*2m30.8554B10（6-0.25）*（2.4-0.25）m31.2442B11（6-0.25）*（2.4-0.25）*3m33.7325B12（4.2-0.25)*(2.4-0.25)*2m31.7107B13(3.6-0.25)*(2.4-0.25)m30.7258B14(3-0.2)*(2.28-0.2)m30.6246B15(3-0.2)*(2.4-0.125-0.1)m30.6071
B16(3-0.2)*(4-0.1-0.125)*2m36.1652B17（4.2-0.25）*（7.9-0.2）*2m36.2163B18(3-0.2)*(4-0.1-0.125)m31.0920B19(3-0.2)*(4-0.2)m31.0920B20(3+2.4+1.8+2.7+0.25)*(2.4-0.25)m32.0866B21.(4.8-0.25)*(2.4-0.25)m30.9850B22.(2.4-0.25)*(2.4-0.25)m30.4665B23.(6-0.2)*(4.8-0.25*3)*2m32.2363B24.(6-0.2)*(4.8-0.25*3)*2m34.4726B25.(6-0.2)*(4.8-0.25*3)m32.2363B26.(6.9-0.2）*（4.8-0.25）-（3.3-0.125+3.6+3.3-0.24）*0.25m32.8363B27.（2.4-0.25）*（7.2-0.25*4）+（4.8-0.25*2）*（2.4-0.25）m32.9685B28（4.5-0.25）*（7.2-0.25*3）m32.7413B29.（4.8-0.25）*（7.2-0.25*3）m32.9348B30.（2.4-0.25）*（7.2-0.25*3）m31.3868B31.（4.8-0.25）*（7.2-0.25*4）m32.9348B32.（6-0.2）*（1.8-0.25）m30.7651B33.（6-0.2）*（1.8-0.25）*2m31.5301B34.（6.9-0.2）*（1.8-0.25）m30.8775B35.（4.8-0.25）*（1.5+0.3-0.25）m30.7053B36.（6-0.2）*（4.8-0.25*2）m32.3834小计m3120.432楼梯板1（4.2-0.24）*（2.32-0.12）*2*0.1m31.7422（4.2-0.24）*（2.32-0.12）*2*0.1m31.7423（3.3-0.24）*（1.65-0.058）*3*0.1m31.4624（3.6-0.24）*（1.8-0.12）*3*0.1m31.693小计6.639楼梯间顶（6.9-0.2）*（3.3-0.25）+（3.6-0.25）*（7.2-0.25）43.72翻沿((6.4+7.2）×2×2+（4.8+6.9）×2-0.175×6-0.23×6-0.38×9-0.25×3）×0.15×0.1×3m33.204小计m33.204总计m3347.985板模板m23897.4323.9m(78.115+120.432+134.789+6.639)*11.2m23807.7203m43.72*11.2m2489.640楼梯的计算工程项目计算公式单位工程量楼梯1(4.2-0.24）/2*（（3.6+0.2）*4+（2.3-0.12）*2*2m347.362
2(4.2-0.24）/2*（（3.6+0.2）*4+（2.3-0.12）*2*2m347.3623(3.3-0.24）/2*（（3.6+0.2）*6+（1.65-0.058）*3*2m349.4994(3.6-0.24）/2*（（3.6+0.2）*6+（1.8-0.12）*3*2m355.238总计m3199.460框架柱的计算工程项目5.2m计算公式单位工程量框架柱KZ10.35×0.5×5.2×73m366.43KZ20.3×0.3×5.2×23m310.764KZ30.4×0.4×5.2×10m38.32KZ40.35×0.35×5.2×16m310.192KZ50.35×0.5×5.2×8m37.28KZ60.35×0.35×5.2×1m30.639KZ70.4×0.4×5.2×1m30.832小计m3104.468模板含量104.468*9.831026.92工程项目3.9m计算公式单位工程量框架柱KZ10.35×0.5×3.9×2×73m399.645KZ20.3×0.3×3.9×2×23m316.146KZ30.4×0.4×3.9×2×10m312.480KZ40.35×0.35×3.9×2×16m315.288KZ50.35×0.5×3.9×2×8m310.920KZ60.35×0.35×3.9×2×1m30.956KZ70.4×0.4×3.9×2×1m31.248小计m3156.702模板含量156.702*9.831540.380工程项目3m计算公式单位工程量框架柱KZ50.35×0.5×3×8m34.2KZ60.35×0.35×3×1m30.369KZ70.4×0.4×3×1m30.48小计m35.049模板含量5.049*9.83m249.632工程项目计算公式单位工程量女儿墙m371.360
(30+11.11*3+1.8*3+1.5+1.2*2+5.98+64.8+58.8+68.1)*1.1*0.24雨棚的计算项目名称计算公式单位工程量雨篷m3YPL-1（4.8+0.3+2.9+0.3）*0.2*0.4m30.640YPL-2（2.3*2+1.5*2）*0.3*0.4m30.912YPB（4.8-0.3）*（2.5-0.2）+（2.9-0.3）*（1.7-0.2）m314.250总计m315.800雨篷模板（4.8+0.3）*（2.5+0.2）+（2.9+0.3）*（1.7+0.2）m219.8507.4楼地面、墙柱面、天棚、油漆、涂料、裱糊工程（谢阳刚）外墙粉刷（1）A段（外墙面积：1087.2、女儿墙：144.54）第一层：A=[23.4×（3.9+0.45）]×4+（1.1+0.45）×20.4+（1.1+0.45）×16.2+[9.6×（3.9+0.45）]×2+[10.8×（1.1+0.45）]×2=580.89m2外墙贴砖面积：A1=A-2.1×1.2×2-2×1.8×2.1-3.6×2.1×8-2.1×2.1×8-2.1×8-2.1×3.9×2=362.4m2第二、三层：A=580.89-76.95=503.94m2外墙贴砖面积：A1=A-2.1×1.2×2-2×1.8×2.1-3.6×2.1×8-2.1×2.1×8-2.1×8-2.1×3.9×2=362.4m2女儿墙粉刷23.4×1.1+33×1.1+23.4×1.1=144.54m2(2)B段（外墙面积：806.39、女儿墙：110.88）第一层：A=2×[9×（3.9+0.45）]+（3.9+0.45）×1.2+[12×（3.9+0.45）]×2+[18×（1.1+0.45）]+[10.8×（1.1+0.45）]×2+[13.8×（3.9+0.45）]+1.8×4.35×2+13.88×1.55+5.4×4.35=429.9m2外墙贴砖面积：A1=A-24-96.57=309.33m2第二、三层：A=429.9-59.94=369.96m2外墙贴砖面积：A1=A-14.15-107.28=248.53m2女儿墙粉刷（9+1.8+4.8+1.8+7.2+10.8+10.8+9+4.8+2.4+9+4.8+2.4+2.1+1.2）×1.1=110.88m2（3）C段（外墙面积：1151.03、女儿墙：103.62）第一层：外墙贴砖面积：A=2.4×（3.9+0.45）+（3.9+0.45）×1.5×2+9.9×（3.9+0.45）+[24×（3.9+0.45）]+[24×（1.1+0.45）]+7.2×（3.9+0.45）+2.4×1.55+20.4×4.35=548.58m2外墙贴砖面积：A1=A-1.8×1.8-4×2.1×1.0=434.88m2
第二层：A=548.58-64.4=484.18m2外墙贴砖面积：A1=A-115.92-4×2.1×1.0=359.86m2第三层：A=548.58-64.4=484.18m2外墙贴砖面积：A1=A-118.44-3×2.1×1.5=356.29m2第四层：A=2×6.9×3+3.3×3×2+3.6×3.0×2+9.6×3.0×2-1.5×2.1-1.0×2.1=135.15m2女儿墙粉刷（2.4+1.8+1.5+6.6+24.9+20.4+20.4）×1.1=103.62m2外墙面积=3044.62女儿墙=359.04内墙粉刷（1）A段（内墙面积：1738。35）第一层内墙粉刷：A=(7.2-0.76)×3.2×7×2+(5.4-0.24)×3.2×2×2+(3.6-0.24)×4×3.2+［（5.4-0.41）×3.2-（1.8+1.2)×2.1］×2+［（4.5-0.35）3.2-2.1×3.6］×8+［（4.5-0.35）×3.2-1.0×2.1-2.1×2.1］×8+20.4×1.1+2×10.8×1.1+16.2×1.1-4×1.1=576.45m2第二、三层内墙粉刷：A=580.85m2（2）B段（内墙面积：1032.66）第一层内墙粉刷：A=［(4.5-0.35)×3.2-3.6×2.1］×2+［(4.5-0.41)×3.2-3.3×2.1］×2+［(4.5-0.35)×3.2-1.0×2.1-2.1×2.1］×2+［（4.5-0.41）×3.2-（1.8+1.0)×2.1］×2+［（7.2-0.76）×3.2］×4+［（6-0.35）×3.2-4.2×2.1］×2+［(6-0.35)×3.2-3.0×2.1-2.1］×2+［(8.4-0.76)×3.2-1.0×2.1］×2+18×1.1+10.8×1.1×2+16.2×1.1+［(9-0.76)×3.2］+［(4.8-0.24)×3.2+［(4.8-0.24)×3.2-3.0×3.0］+［(9-0.76)×3.2-1.0×2.1-4.2×2.1］+(2.4-0.24)×3.2-1.5×2.1=343.74m2第二层内墙粉刷：A=343.74+［(4.8-0.35)×3.2-3.9×2.1］=366.81m2第三层内墙粉刷：A=366.81-［(8.4-0.76)×3.2-1.0×2.1］×2=322.11m2（3）C段（内墙面积：1850.5）第一层内墙粉刷：A=(3.3-0.25-0.38)×3.2×2+［(4.8-0.56)×3.2×2］+［(4.8-0.24)×3.2×4］+［（4.8-0.76）×3.2×2+［（3.3-0.63）×3.2×2］+［（3.3-0.25）×3.2×2］+［(6.9-0.24-1.8)×3.2］+［(1.8-0.24)×3.2-1.2×2.1］+［(9-0.35)×3.2-2.0×2.1］×4+［(9-0.37)×3.2-4.2×2.1-1.8×2.1］×2+［(6.9-0.37)×3.2］+［(4.8-0.63)×3.2］+［(8.4-0.76)×3.2-2.1］+［(4.8-0.24)×3.2×4］+［（4.8-0.76）×3.2×2+［（3.3-0.63）×3.2×2］=610.34m2第二层内墙粉刷A=610.34+［（4.8-0.76）×3.2×4+［（6-0.35）×3.2-4.2×2.1］×2+［（3.3-0.63）×3.2-1.8×2.1］=659.53m2
第三层内墙粉刷A=659.53+2.1-［（4.8-0.76）×3.2］×4-［（6-0.35）×3.2-2.1×1.0］×8=482.08m2第四层内墙粉刷A=［（6.9-0.24）×3.0+［（6.9-0.56）×3.0-1.0×2.1］+（10.8×3×2-1.5×2.1）=98.55m2内墙面积=4621.51三、天棚工程（1）A段（室内面积：731.16、外廊面积：246.21、卫生间面积：205.47、楼梯面积：99.54）第一、二、三层室内面积：S=(7.2-0.24)×（9-0.24）×4=243.87m2外廊面积；S=(2.4-0.24)×(23.4-0.24)×2+(10.8+0.24)×(3.0-0.24)=82.07m2卫生间面积：S=(7.2-0.24)×(5.4-0.48)×2=68.49m2楼梯S=4.2×7.9=33.18m2（2）B段（室内面积：1036.35、外廊面积：314.94、楼梯：99.54）第一、二、三层室内面积：S=(7.2-0.24)×（9-0.24）×2+(4.8-0.24)×(9.0-0.24)+(9.6-0.24)×(9.6-0.24))+(8.4-0.24)×(12-0.24)=345.45m2外廊面积；S=(2.4-0.24)×13.8+(2.4-0.24)×21+(3-0.24)×10.8=104.98m2楼梯S=4.2×7.9=33.18m2（3）C段（室内面积：963.49、外廊面积：271.26、卫生间面积：91.11、楼梯面积：176.64）第一层室内面积：(4.8-0.24)×（9-0.24）×4+(8.4-0.24)×(8.4-0.24)+(12-0.24)×(8.4-0.24)=322.33m2外廊面积；S=(2.4-0.24)×(24-0.12)×2+(1.8-0.24)×24.9=90.42m2楼梯：S=(3.6-0.24)×(7.2-0.12)+(6.9-0.24)×(3.3-0.24)=44.16m2卫生间面积S=(6.9-0.24)×(4.8-0.24)=30.37m2第二层室内面积：(4.8-0.24)×（6-0.24）×6+(8.4-0.24)×(8.4-0.24)+(12-0.24)×(8.4-0.24)=320.14m2第三层室内面积：(4.8-0.24)×（8.4-0.24）+(16.2-0.24)×(8.4-0.24)+(4.8-0.24)×(6.0-0.24)+(12-0.24)×(11.4-0.24)=321.02m2第四层楼梯面积：44.16m2室内总面积=2731外廊面积=832.41卫生间面积=296.58编号项目名称计算式数量单位1楼地面工程2底层垫层(4235.71)*0.1423.571m³
3彩色水磨石地面243.87+82.07+68.49+33.18+345.45+104.98+33.18+322.33+90.42+44.16+30371398.5m²4彩色水磨石楼面（铜条）4235.71-1398.52837.21m²5120高现浇水磨石踢脚板452.736*0.12+531.08*0.12+408.96*0.12167.133m²6150高铺地砖踢脚板10.098+18.57628.674m²7防滑地砖地面296.58m²8楼梯防滑砖面层375.72m²9墙柱面工程m²10内墙：纸筋灰抹面，白色乳胶漆饰面4621.51m²11m²12外墙362.4+362.4=724.8m²13309.33+248.53=557.86m²14548.58+359.86+356.29=1264.73m²合计2547.39m²15外墙抹灰103.62+110.88+144.54359.04m²16外墙块材2188.35m²1718天棚工程m²19楼梯、平台底抹灰375.72m²20顶棚白色乳胶漆饰面375.72+3859.994235.71m²楼梯面积=375.727.5钢筋工程（陈辉）楼层名称钢筋形式总长(m)总重(kg)其中箍筋(kg)1层(首层)6771.6511504.1871504.18716570.0386544.7826544.78238871.65634517.83702125.1762567.180
1826.8492882.74307534.811889.5280896.9931792.21802255.45561.662018.67455.723081.84315.3260合计76953.07767631.1868048.9692层(普通层)3657.106813.014813.01416570.0386544.7826544.7822125.1762567.1801826.8492882.74307530.97611883.560896.9931792.2180235.344580.358018.67455.723081.84315.3260
合计32942.99627434.9047357.796楼层名称钢筋形式总长(m)总重(kg)其中箍筋(kg)3层(普通层)3340.984742.66742.6612952.6665116.065116.06352.232312.78401810.8912187.53801847.3722915.12706064.3049569.2420899.6131797.430273.46674.352018.66955.708080.13308.7380合计27640.32123679.6395858.72总计：74284277.5屋面及防水工程、保温隔热工程、门窗工程、垂直运输工程、超高施工增加费（徐乔微）'
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