毕业设计：某别墅建筑工程工程量清单

'武汉某别墅建筑工程工程量清单招标人：________________________________________（单位签字盖章）法定代表人：______________________________________（签字盖章）中介机构法定代表人：______________________________（签字盖章）编制时间：_____2009年10月22日____________________94 填表须知1、工程量清单及其价格式中所有要求签字、盖章的地方，必须由规定的单位和人员签字、盖章。2、工程量清单及其价格式中的任何内容不得随意删除或涂改。3、工程量清单计价格式中列明的所有需要填报的单价和合价，投标人均应填报，未填报的单价和合价，视为此项费用已包含在工程量清单的其他单价和合价中。4、金额（价格）均已人民币表示。94 总说明1、工程概况：本工程为某房地产开发公司开发的独立别墅，建设地点位于湖北省××市内。独立基础、异形柱框架、坡屋顶结构，建筑面积155.27㎡；建筑场地土类别为Ⅲ类土。根据工程现场情况，取土运距为5km。2、工程招标范围：全部建筑工程。3、工程量清单编制依据：招标文件、××别墅施工图、《建设工程工程量清单计价规范》等。4、工程质量应达到优良标准，工程全部采用商品混凝土。5、考虑施工中可能发生的设计变更或清单有误，预留金额5000元；零星工作项目费按湖北省规定执行，列入其他项目费，工程竣工后按实结算。6、工程暂不考虑风险因素。7、投标人在投标报价时应按《建设工程量清单计价规范》规定的统一格式填写。94 分部分项工程量清单工程名称：某别墅建筑工程序号项目编码项目名称计量单位工程数量土（石）方工程1010101001001平整场地土壤类别：三类土工程内容1.土方挖填2.场地找平㎡165.1702010101003001挖基础土方1.土壤类别：三类土2.基础类型;独立基础3.垫层底面积：2.4m*2.4m以内4.挖土深度：1.3m以内5.弃土运距：坑边堆放工程内容1.土方开挖2.基底钎探m351.430301010101003002挖基础土方1.土壤类别：三类土2.基础类型;条形基础3.垫层底面积：0.4m以内4.挖土深度：0.65m以内5.弃土运距：槽边堆放m316.59094 工程内容1.土方开挖4010103001001土（石）方回填1.土质、密实度要求：三类土2.夯填3.运输距离：5km工程内容1.装卸、运输2.回填3.分层夯实m389.310砌筑工程5010301001001砖基础1.砖品种、规格、强度等级：250厚MU7.5灰砂砖2.基础类型：：条形基础3.基础深度：0.5m4.砂浆强度等级：M5水泥砂浆工程内容1.砂浆制作、运输2.砖砌3.防潮层铺设m37.0606010302006001零星砖砌m31.89094 1.零星砖砌名称、部位：室外平台转台阶2.砖品种、规格、强度等级：250厚MU7.5灰砂砖3.砂浆强度等级：M5水泥砂浆工程内容1.砂浆制作、运输2.运输7010304001001砖块墙1.墙体类型：加气混凝土砌块外墙2.墙体厚度：250厚3.砌块品种、规格：600*300*2504.砂浆强度等级：M5混合砂浆工程内容1.砂浆制作、运输2.砌块m315.4108010304001002砖块墙1.墙体类型：加气混凝土砌块内墙2.墙体厚度：150厚3.砌块品种、规格：600*300*1504.砂浆强度等级：M5混合砂浆工程内容1.砂浆制作、运输2.砌块m39.990混凝土及钢筋混凝土工程10010401002001独立基础1.垫层材料种类、厚度：C10商品混凝土100厚m316.96094 2.混凝土强度等级：C20商品混凝土工程内容：1.铺设垫层2.混凝土制作、运输、浇注、振捣、养护11010402001001现浇矩形柱1.柱高度：4.6m（KZ1）2.柱截面尺寸：0.25*0.5m3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.76012010402001002现浇矩形柱1.柱高度：4.699m（GZ1）2.柱截面尺寸：0.3*0.25m3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.76013010402001003现浇矩形柱1.柱高度：1.792m（LZ1）2.柱截面尺寸：0.3*0.4；0.3*0.6mm30.54094 3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护14010402002001现浇异形柱1.柱高度：4.6m（KZ1—KZ6）2.柱截面尺寸：异形3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m312.44015010403001001现浇基础梁1.梁底标高：—1.00m以内2.梁截面：250*500以内3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m310.43016010403002001现浇矩形梁1.梁底标高：3.050m以内（3.55处梁）2.梁截面：250*500；300*6003.混凝土强度等级：C25商品混凝土m35.50094 工程内容混凝土制作、运输、浇注、振捣、养护17010403005001现浇过梁1.梁底标高：2.500m2.梁截面：250*180以内3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.42018010405001001现浇有梁板1.板底标高：坡屋面见图纸2.板厚度：120；100厚3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m328.95019010405007001现浇天沟、挑檐板混凝土强度等级：C20商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m32.97020010407002001现浇坡道㎡5.95094 1.垫层材料种类、厚度：300厚3：7灰土100厚C15商品混凝土2.面层厚度：28厚1：2水泥砂浆工程内容1.地基夯实2.铺设垫层3.混凝土制作、运输、浇注、振捣、养护21010407002002现浇散水1..垫层材料种类、厚度：60厚中砂铺垫60厚C15商品混凝土2.面层厚度：20厚1：2.5水泥砂浆3.填塞材料种类：建筑嵌缝油膏工程内容1.地基夯实2.铺设垫层3.混凝土制作、运输、浇注、振捣、养护4.变形缝填塞㎡36.32022010416001001现浇混凝土钢筋钢筋种类、规格：圆钢筋φ6工程内容：钢筋制作、运输、安装t0.40894 23010416001002现浇混凝土钢筋钢筋种类、规格：圆钢筋φ8工程内容：钢筋制作、运输、安装t3.87024010416001003现浇混凝土钢筋钢筋种类、规格：圆钢筋φ10工程内容：钢筋制作、运输、安装t0.89225010416001004现浇混凝土钢筋钢筋种类、规格：圆钢筋φ12工程内容：钢筋制作、运输、安装t0.73226010416001005现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ12工程内容：钢筋制作、运输、安装t0.17827010416001006现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ14工程内容：钢筋制作、运输、安装t0.67228010416001007现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ16工程内容：钢筋制作、运输、安装t1.36229010416001008现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ18t1.71794 工程内容：钢筋制作、运输、安装30010416001009现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ20工程内容：钢筋制作、运输、安装t1.02031010416001010现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ22工程内容：钢筋制作、运输、安装t0.28632010416001011现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ25工程内容：钢筋制作、运输、安装t0.583屋面及防水工程33010701001001瓦屋面1瓦品种、规格：多彩玻纤瓦2.防护材料种类：镀锌钢丝一层25*253.保温材料：25厚挤塑料保温板4.防水材料种类：EP高分子复合卷材一层5.基层材料种类：20厚1：3水泥砂浆工程内容1.铺设2.保温层铺设㎡183.47094 3.铺设水层4.防护层铺设5.瓦铺设3401070204001屋面排水管排水管品种、规格：φ75PCVC管工程内容1.排水管级配件安装、固定2.雨水斗、雨水箅子安装m14.60035010703001001卷材防水1.卷材品种：EP高分子复合卷材一层2.防水部位：卫生间、厨房地面墙面3.防水做法：铺贴工程内容1.刷粘结剂2.铺防水卷材㎡46.55094 措施项目清单工程名称：某别墅建筑工程序号项目名称1混凝土、钢筋混凝土模板及支撑2脚手架3垂直运输4环境保护费5文明施工费6安全施工费7临时施工费8夜间施工费9二次搬运费用10施工排水、降水费11冬雨季施工增加费12生产工具用具使用费13定位复测、工程定点、场点清理费94 其他项目清单工程名称：某别墅建筑工程第1页共1页序号项目名称11.1招标人部分预留金22.1投标人部分零星工作项目费94 零星工作项目表项目名称第页共页序号名称计量单位数量1人工1361.1技工工日161.2普工工日1202材料702.1周转材料kg703机械94 工程量计算表（门窗面积）工程名称：某别墅建筑工程序号门窗表每樘面积樘数小计面积（m2）说明宽高M1130027003.5127.02高级木门带亮窗入户门M2130025003.2513.25高级木门入户门M380021001.6858.4高级木门（夹板门）JM-1310030509.4619.46车库卷帘门C1240030507.3217.32塑钢双层玻璃窗（推拉带纱）起点0.100mC2150030504.5829.15塑钢双层玻璃窗（推拉带纱）起点0.100mC3225030506.8616.86塑钢双层玻璃窗（推拉带纱）起点0.100mC4180029505.3115.31塑钢双层玻璃窗（推拉带纱）起点0.100mC5120015001.847.2塑钢双层玻璃窗（推拉带纱）C690049421.3522.7塑钢双层玻璃窗（推拉带纱）C72700424911.19222.39塑钢双层玻璃异形窗（推拉带纱）起点0.100mC815005.70211.40塑钢双层玻璃异形窗（推拉带纱）起点0.100m94 工程量计算表（房间表）工程名称：某别墅建筑工程编号房间名称部位水平距离（m）垂直距离（m）每间面积（m2）每间周长（m）备注1客厅1D-F③-⑤6.657.8552.2020.52客厅2D-E⑤-⑥2.44.2510.209.053餐厅D-E①-③6.34.2526.7815.24卫生间1C-D①1.91.653.147.1地面、内墙面瓷砖5卫生间2C-D②1.651.652.726.6地面、内墙面瓷砖6过道C-DC-D②-③1.651.82.975.257厨房1C-D③0.651.651.072.95地面、内墙面瓷砖8厨房2C-D③-④3.43.812.9212.75地面、内墙面瓷砖9工人房A-B③-④3.41.96.4610.610车库A-D④-⑤3.15.8518.1414.8小计136.6104.8其中：卫生间、厨房小计19.8529.494 清单（计价）工程量计算表工程名称序号项目名称计量单位数量计算式01建筑面积m2155.276.3*(1.8+4.5+0.25)=6.3*6.55=41.27(6.9+0.250*（14.1+0.25）=7.15*14.35=102.602.4*（4.5+0.25）=2.4*4.75=11.40小计：41.27+102.60+11.40=155.2702外墙中心线m59.4L中：（15.6+14.1）*2=59.403外墙外边线m60.4L外：【（15.6+0.25）+（14.1+0.25）】*2=60.404内墙净长线m25.5L内：1.65*3+5.85+3.85+7.45+3.4=25.505平整场地m2155.27同建筑面积06挖基坑土方m3J11.8*1.8*(1.7-0.45)*3=12.15J22.4*2.4*(1.85-0.45)*1=8.064J32.2*2.2*(1.85-0.45)*2=13.552J41.6*1.6*(1.6-0.45)*6=17.66451.43以上合计：12.15+8.064+13.552+17.6607m316.9694 混凝土独立基础J11.6*1.6*0.55*3=4.224J2（2.2*2.2*0.4）+（1.6*1.6*0.3）=2.704J3【（2.0*2.0*0.4）+（1.6*1.6*0.3）】*2=4.736J41.4*1.4*0.45*6=5.29216.96以上合计：4.224+2.704+4.736+5.29208混凝土矩形柱m30.15KZ1：h=(1.6-0.55-0.45)=0.6S=0.25*0.5=0.125V1=0.6*0.125*2=0.1509混凝土异形柱m21.62KZ2h+1.75-0.7-0.45=0.6S=（0.25*0.475）+（0.25*0.725）=0.3V2=0.6*0.3*1=0.18KZ3h=1.75-0.7-0.45=0.6S=（0.25*0.725）+（0.25*0.175）0.225V3=0.6*0.225*2=0.27KZ4h=1.5-0.45-0.45=0.6S=（0.25*0.325）+（0.25*0.575）=0.225V4=0.6*0.225*2=0.27KZ5h=0.6S=（0.25*0.475）+（0.25*0.725）=0.3V5=0.6*0.3*4=0.72KZ6（0.6+1.75-0.7-0.45）*1*0.306=0.18494 10挖基础土方m316.591.711+1.229+0.63+1.492+1.645+1.448+0.534+1.623+1.09+0.567+1.316+1.281+0.83411现浇基础梁m310.430.656+0.756+0.672+0.235+0.831*3+0.713+0.15*2+0.403+0.647+0.628+0.174+0.645+0.756+0.531+0.33+0.225+0.2412基础梁下混凝土垫层m33.280.236+0.272+0.242+0.134+0.299*3+0.145+0.259+0.226+0.163+0.243+0.272+0.19113土方回填m389.3133.34+42.44+13.5314基础m333.3451.43+16.59-（4.05+16.96+1.77+8.62+3.28）室内m342.44地面一（62.4+26.78+2.97+6.46）*（0.45-0.13）=地面二18.14*（0.45-0.12-0.02）=地面三室外m312.53平台(6.3-0.3)*(3.6+0.9-0.3)*0.31平台(4.2-0.3)*(2.4+1.325+0.3-0.125)*0.3115土方回填m3135.32(89.55+25.48-34.68)+42.44+12.5316自卸汽车运1㏎m320.29(89.55+25.48)-135.3217250厚砌块墙m315.4123.7+1.98-8.37-0.42-0.4-0.7294 1,C-E5.4*3.05*0.25(6.3-0.45-0.475)*3.05*0.25E,1-3(6.0-0.375-0.6)*3.05*0.255,A-D(6.9-0.25)*3.05*0.25A,3-5(4.2-0.375-0.6)*3.15*0.253,A-C(6.3-0.45-0.475)*3.0*0.25C,1-3∑=4.118+4.098+3.832+5.07+2.54+4.0315.4*(5.369-0.5-0.1-3.55)*1/2*0.2518150厚加气砼块墙m39.91.28-1.26-0.12一层m311.28(3.9-0.125+0.075)2.95*0.153.3(6.9+0.6-0.125+0.075)*2.95*0.151.5V3=(3.6-0.125-0.075)*2.95*0.152.59V4=(6-0.125-0.025)*2.95*0.152.19V5=(1.8-0.125-0.025)*2.95*0.15*319砖基础m37.06∑=3.87+3.1994 20砼矩形柱m31.0(0.45+3.55)*0.125*221砼异形柱m310.82KZ2(0.45+3.55)*0.3*1=1.2KZ3(0.45+3.55)*0.225*2=1.8KZ44.0*0.3*2=1.8KZ54.0*0.3*4=4.8KZ64.0*0.306*1=1.224∑=1.2+1.8*2+4.8+1.224=10.8222砼独立柱m30.54(5.542-3.55-0.2)*0.3*0.4=0.2151.792*0.3*0.6=0.323∑=0.215+0.32323框架矩形梁m35.50WKLL16.65*0.25*0.5*0.5=0.833-5WKLL2同上0.833-5WKLL3同上0.83WKL15.4*0.25*0.5=0.67594 D-EWKL44.25*0.25*0.5=0.53WL1（3.95+6.05）*0.3*0.6=1.8∑=0.83*3+0.675+0.53+1.8=5.5024现浇过梁m30.42计算同上25砼有梁板m328.95∑=0.656+0.672+0.15+0.323+0.225+0.628+0.24+7.45+18.161-3WKLL25.25*0.25*0.5=0.6561-3WKLL35.375*0.25*0.5=0.6725-6WKLL31.5*0.25*0.4=WKLL3a1.5*0.25*0.4=0.15WKL23.225*0.25*0.4=0.323WKL32.25*0.25*0.4=0.225A-DWKL45.025*0.25*0.5=0.628E-FWKL42.4*0.25*0.4=0.24（屋面斜梁）m37.45WKLL4（23.45-0.25）2+（5.542-3.55）2*2*0.25*0.5=0.839WKLL5（3.45-0.6-0.15）2+（5.542-3.55）2*2*0.25*0.5=0.814WKL5a2=（3.15-0.45）2+（5.369-3.55）2a=3.25694 3.256*2*0.250.5=0.814WKL6a=14.1-0.4-0.6=13.1013.10*0.25*0.45=1.47WKL7a2=（2.25-0.6-0.15）2+（4.849-3.55）2a=1.9841.984*0.25*0.4*2=0.446.WKL8a2=（3.452+3.152）+（5.369-3.55）2a=1.925.013*0.25*0.4=0.501WKL9同WKL8WKL10a2=[（2.25-0.25）+0.707]2+（4.849-3.55）2a=1.921.92*0.25*0.35=0.168WKL11a2=（3.22+3.5252）+（5.542-3.55）2a=5.1615.161*0.25*0.45=0.581WL2a=2.3+2.25-0.25=4.44.4*0.25*0.35=0.385WL3a=6.3+3.45-0.25*2=9.25（屋面板）m³18.469.25*0.25*0.35=0.809WB1（2.275*2.38+1/2*2.38*1.45）*0.1*2=7.14*0.1*2=1.43l=2²+1.299²=2.3894 WB2（5.825*3.77+1/2*3.77*3.45）*0.12=28.652*0.12=3.44l=3.2²+1.992²=3.77WB3（4.075*3.77+1/2*3.77*3.15）*0.12=21.3*0.12=2.55l=3.2²+1.992²=3.77WB4（3.42*6.75+1/2*3.42*3.45）*0.12*2=27.018*0.12*2=6.484l=2.7²+1.814²=3.77WB5（3.77*3.475+1/2*3.77*1.05+1/2*2.75*2.78）*0.12=18.902*0.12=2.268l=3.77WB6(3.77*3.45+1/2*3.5*3.77)*0.12=19.038*0.12=1.284l=3.7726挑檐天沟m³2.972.038+0.935①-③、A-Ca=（6.3+0.1）+（4.2-0.525+0.225）=10.3S=(0.2*0.1+0.05*0.05+0.3*0.1+0.1*0.1)=0.06V=10.3*0.06=0.618①-③、E-Fa=(6.3+0.1)+(3.6-0.525+0.225)=9.7V=9.7*0.06=0.58⑤、⑥A-Da=(2.4+0.1)+(6.0-0.525+0.225)=8.2V=8.2*0.06=0.49⑤-⑥、E-Fa=(2.4+0.1)+(3.6-0.525+0.225)=5.8V=5.8*0.06=0.352.0380.618+0.58+0.49+0.35=2.038③-⑤、Aa²=（3.45+0.525）²+（5.542-3.550）²a=4.446S=0.1*0.1+0.05*0.05+0.1*0.25=0.037594 V=4.446*2*0.0375=0.333③-⑤、FV=0.333同上C-E、①a²=（3.15+0.525）²+（5.369-3.550）²a=4.10V=4.10*0.0375=0.154D-E、⑥a²=（2.25+0.525）²+（4.849-3.55）²a=3.064V=3.064*0.0375=0.1150.935小计；0.333*2+0.154+0.11527砼坡道㎡5.953.55*（1.8-0.125）28砼散水㎡36.32（60.4-6.3-3.6-4.2-3.55）+2*0.9｝=（38.55+1.8）*0.929零星砌体（台阶）m³1.8911.99*（0.35*0.15*3）30现浇构件圆钢筋φ6t0.4080.0369（砌体墙与梁柱连接）+0.372（现浇构件）31现浇构件圆钢筋φ8t3.87同清单工程量32现浇构件圆钢筋φ10t0.829同清单工程量33现浇构件圆钢筋φ12t0.732同清单工程量34现浇构件螺纹钢筋φ14t0.672同清单工程量3现浇构件螺纹钢筋φ14t0.672计算过程略94 36现浇构件螺纹钢筋φ16t1.362同清单工程量37现浇构件螺纹钢筋φ18t1.717同清单工程量38现浇构件螺纹钢筋φ20t1.02同清单工程量39现浇构件螺纹钢筋φ22t0.286同清单工程量40现浇构件螺纹钢筋φ25t0.583同清单工程量41屋面工程㎡183.47100.938+60.179+22.357扣减C-E轴㎡12.242角度a=29.127b=4.093扣减C-E轴㎡6.339两屋脊的高度差=5.542-5.369=0.1730两屋脊相交长度；4.093-0.355=3.738相交面积；1/2*6.55*3.738=12.242两屋脊的高度差；5.542-4.849=0.639m两屋脊相交长度；4.093-1.424=2.669相交面积；1/2*4.75*2.669=6.339㎡小计；119.516-12.424-6.339=100.935㎡C-E角度a=29.049b=3.746两屋脊相交水平长度；3.575-0.173=3.265m94 S=3.746*2*6.4+2*1/2*3.746*3.265=60.179㎡D-E角度两屋脊相交水平长度；3.575-0.173=3.265mS=2.707*2*2.5+2*1/2*2.707*3.259=22.357㎡42屋面排水管m14.6（3.2+0.45）*4=14.643卷材防水㎡46.55厨房13.99+（2.95+12.75-3*0.8）*1.2-1.2*0.2=27.55卫生间5.86+（7.1+6.6-3*0.8）*1.2-（0.9+1.2）*0.2=19小计；27.55+19=46.5594 94 某别墅建筑工程工程量清单报价表投标人：________________________________________（单位签字盖章）法定代表人：______________________________________（签字盖章）中介机构法定代表人：______________________________（签字盖章）编制时间：_____2009年10月22日____________________94 标底总价建设单位：______________________________________工程名称：某别墅建筑工程________________________标底总价：（小写）：177271.09元___________________（大写）：壹拾柒万柒仟贰佰柒拾壹元零玖分投标人：___________________________________（单位签字盖章）法定代表人：___________________________________（签字盖章）编制时间：___________________________________94 工程项目总价表工程名称：第页共页序号单位工程名称金额1建筑工程177271.09合计177271.0994 单项工程费汇总表工程名称第页共页序号单位工程名称金额（元）1建筑工程177271.09合计177271.0994 单位工程费汇总表工程名称：某别墅建筑工程序号项目名称金额（元）一分部分项工程量清单计价合计125475.16二措施项目清单计价合计30603.01三其他项目清单计价合计7000.00四规费8153.91五税金5839.01合计177271.0994 分部分项工程量清单计价表工程名称：某别墅建筑工程序号项目编码项目名称计量单位工程数量金额（元）综合单价合价土（石）方工程1010101001001平整场地土壤类别：三类土工程内容1.土方挖填2.场地找平㎡155.2702.77430.102010101003001挖基础土方1.土壤类别：三类土2.基础类型;独立基础3.垫层底面积：2.4m*2.4m以内4.挖土深度：1.3m以内5.弃土运距：坑边堆放工程内容1.土方开挖2.基底钎探m351.43056.472904.25301010101003002挖基础土方1.土壤类别：三类土2.基础类型;条形基础3.垫层底面积：0.4m以内4.挖土深度：0.65m以内5.弃土运距：槽边堆放m316.59038.71642.294 工程内容1.土方开挖4010103001001土（石）方回填1.土质、密实度要求：三类土2.夯填3.运输距离：5km工程内容1.装卸、运输2.回填3.分层夯实m389.31025.462273.83分部小计6250.38砌筑工程5010301001001砖基础1.砖品种、规格、强度等级：250厚MU7.5灰砂砖2.基础类型：：条形基础3.基础深度：0.5m4.砂浆强度等级：M5水泥砂浆工程内容1.砂浆制作、运输2.砖砌3.防潮层铺设m37.060216.011525.036010302006001零星砖砌1.零星砖砌名称、部位：室外平台转台阶2.砖品种、规格、强度等级：250厚MU7.5灰砂砖3.砂浆强度等级：M5水泥砂浆工程内容1.砂浆制作、运输2.运输m31.890344、33650、7894 7010304001001砖块墙1.墙体类型：加气混凝土砌块外墙2.墙体厚度：250厚3.砌块品种、规格：600*300*2504.砂浆强度等级：M5混合砂浆工程内容1.砂浆制作、运输2.砌块m315.410244.813772.528010304001002砖块墙1.墙体类型：加气混凝土砌块内墙2.墙体厚度：150厚3.砌块品种、规格：600*300*1504.砂浆强度等级：M5混合砂浆工程内容1.砂浆制作、运输2.砌块m39.990244.822423．72混凝土及钢筋混凝土工程9010401001001带形基础1.基础位置、厚度：基础梁下垫层100厚2.混凝土强度等级：C10商品混凝土工程内容：1.混凝土制作、运输、浇注、振捣、养护m33.280265.31870.2210010401002001独立基础1.垫层材料种类、厚度：C10商品混凝土100厚2.混凝土强度等级：C20商品混凝土工程内容：1.铺设垫层2.混凝土制作、运输、浇注、振捣、养护m316.960357.43870.2294 11010402001001现浇矩形柱1.柱高度：4.6m（KZ1）2.柱截面尺寸：0.25*0.5m3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.760349.21401.9512010402001002现浇矩形柱1.柱高度：4.699m（GZ1）2.柱截面尺寸：0.3*0.25m3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.760349.20265.3913010402001003现浇矩形柱1.柱高度：1.792m（LZ1）2.柱截面尺寸：0.3*0.4；0.3*0.6m3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.540349.23188.5814010402002001现浇异形柱1.柱高度：4.6m（KZ1—KZ6）2.柱截面尺寸：异形3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m312.440346.894315.3115010403001001现浇基础梁1.梁底标高：—1.00m以内2.梁截面：250*500以内m310.430294.483071.4394 3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护16010403002001现浇矩形梁1.梁底标高：3.050m以内（3.55处梁）2.梁截面：250*500；300*6003.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m35.500306.441685.4217010403005001现浇过梁1.梁底标高：2.500m2.梁截面：250*180以内3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m30.420359.52151.0018010405001001现浇有梁板1.板底标高：坡屋面见图纸2.板厚度：120；100厚3.混凝土强度等级：C25商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m328.950295.168544.8819010405007001现浇天沟、挑檐板混凝土强度等级：C20商品混凝土工程内容混凝土制作、运输、浇注、振捣、养护m32.970358.341064.2720010407002001现浇坡道㎡5.95078.67468.0994 1.垫层材料种类、厚度：300厚3：7灰土100厚C15商品混凝土2.面层厚度：28厚1：2水泥砂浆工程内容1.地基夯实2.铺设垫层3.混凝土制作、运输、浇注、振捣、养护21010407002002现浇散水1..垫层材料种类、厚度：60厚中砂铺垫60厚C15商品混凝土2.面层厚度：20厚1：2.5水泥砂浆3.填塞材料种类：建筑嵌缝油膏工程内容1.地基夯实2.铺设垫层3.混凝土制作、运输、浇注、振捣、养护4.变形缝填塞㎡36.32034.301245.7722010416001001现浇混凝土钢筋钢筋种类、规格：圆钢筋φ6工程内容：钢筋制作、运输、安装t0.4085296.032160.7823010416001002现浇混凝土钢筋钢筋种类、规格：圆钢筋φ8工程内容：钢筋制作、运输、安装t3.8704850.0718769.7724010416001003现浇混凝土钢筋钢筋种类、规格：圆钢筋φ10工程内容：钢筋制作、运输、安装t0.8924587.254091.8325010416001004现浇混凝土钢筋t0.7324577.393350.6594 钢筋种类、规格：圆钢筋φ12工程内容：钢筋制作、运输、安装26010416001005现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ12工程内容：钢筋制作、运输、安装t0.1784640.27825.9727010416001006现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ14工程内容：钢筋制作、运输、安装t0.6724542.043052.2528010416001007现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ16工程内容：钢筋制作、运输、安装t1.3624272.365818.9529010416001008现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ18工程内容：钢筋制作、运输、安装t1.7174224.007252.6130010416001009现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ20工程内容：钢筋制作、运输、安装t1.0204191.924275.7631010416001010现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ22工程内容：钢筋制作、运输、安装t0.2864142.611184.7932010416001011现浇混凝土钢筋钢筋种类、规格：螺纹钢筋φ25工程内容：钢筋制作、运输、安装t0.5834108.522395.27屋面及防水工程33010701001001瓦屋面1瓦品种、规格：多彩玻纤瓦㎡183.470146.1426812.3094 2.防护材料种类：镀锌钢丝一层25*253.保温材料：25厚挤塑料保温板4.防水材料种类：EP高分子复合卷材一层5.基层材料种类：20厚1：3水泥砂浆工程内容1.铺设2.保温层铺设3.铺设水层4.防护层铺设5.瓦铺设3401070204001屋面排水管排水管品种、规格：φ75PCVC管工程内容1.排水管级配件安装、固定2.雨水斗、雨水箅子安装m14.60027.75405.1535010703001001卷材防水1.卷材品种：EP高分子复合卷材一层2.防水部位：卫生间、厨房地面墙面3.防水做法：铺贴工程内容1.刷粘结剂2.铺防水卷材㎡46.55045.602122.6894 措施项目清单计价表工程名称：某别墅建筑工程序号项目名称金额（元）1混凝土、钢筋混凝土模板及支撑23344.052脚手架3498.323垂直运输1000.944环境保护费383.35文明施工费153.316安全施工费153.317临时施工费459.968夜间施工费153.319二次搬运费用76.6610施工排水、降水费153.3111冬雨季施工增加费306.6412生产工具用具使用费766.5913定位复测、工程定点、场点清理费153.31合计30603.0194 其他项目清单计价表工程名称：某别墅建筑工程序号项目名称金额（元）11.1招标人部分预留金5000.0022.1投标人部分零星工作项目费2000.00合计7000.0094 零星工作项目计价表工程名称：第页共页序号名称计量单位数量金额综合单价合价11.11.2人工技工普工工日工日工日1612051448165280小计60962材料kg7025617920小计179203机械94 分部分项工程量清单综合单价分析表工程名称：第页共页序号项目编码项目名称工程内容综合单价组成（元）综合单价人工费材料费机械费管理费利润01010101001001平整场地0.04/0.3050.0070.007A1-261土壤类别：三类土0.04/0.3050.0070.0070.3602010101002001挖土方2012/1.750.080.083.03A1-152机械挖土方1．土壤类别：三类土2.挖土深2.5m0.03/1.750.040.04A1-7人工挖土1．土壤类别：三类土2.挖土深2.5m1.99/0.040.04A1-41基底钎探1．土壤类别：三类土2.挖土深2.5m0.10/0.0020.00203010301001001砖基础53.59186.941.844.854.85A3B-3M5水泥砂浆砌页岩实心砖基1.基础混凝土强度C202.基础深度0.6m3.基础类型为砖基础4.M5水泥砂浆5.采用M5的水泥砂浆砌筑53.59186.941.844.854.85252.0704010403001001基础梁64.50196.878.715.45.4A4-27现浇砼基础梁1.基础梁截面200×440mm2.混凝土强度等级C253.梁底标高﹣0.6m4.M5.0水泥砂浆64.50196.878.715.45.4280.8894 05010401002001柱下独立基础60.59195.475.395.235.23A4-5独立基础C251.混凝土强度等级C202.素混凝土垫层强度C103.M5.0水泥砂浆60.59195.475.395.235.23271.9106010402002001现浇异形柱104.76182.958.715.935.93A4-24异形柱1.混凝土强度等级C20，石子最大粒径40mm104.76182.958.715.935.93308.2807010402001002现浇矩形柱106.79183.168.715.9755.975A4-22现浇砼矩形柱1.混凝土强度等级C202.石子最大粒径40mm106.79183.168.715.9755.975310.6108010405001001现浇有梁板66.84185.128.715.0865.086A4-40有梁板1.板厚有200mm、150mm、100mm、120mm2.混凝土强度等级C2066.84185.128.715.0865.086271.109010406001001现浇直形楼梯26.3144.023.331.4751.475A4-50现浇砼直行楼梯1.混凝土强度等级C202.石子最大粒径40mm26.3144.023.331.4751.47576.6110010405008002阳台板13.221.491.650.730.73AA4-48现浇砼阳台板1.混凝土强度等级C202.石子最大粒径20mm13.221.491.650.730.7337.811010405008002雨篷板8349141.100.470.47A4-47雨篷板1.混凝土强度等级C202.石子最大粒径20mm8349141.100.470.4724.5312010403005002现浇砼过梁124.52187.718.7140.2240.22401.3894 A4-31现浇过梁1.混凝土强度等级C202.石子最大粒径40mm124.52187.718.7140.2240.22401.38分部分项工程量清单综合单价分析表工程名称：第页共页序号项目编码项目名称工程内容综合单价组成（元）综合单价人工费材料费机械费管理费利润13010407002001现浇散水20.3548.781.321.7651.76573.98B1-10印石散铺垫层1.混凝土强度等级C202.石子最大粒径15mm5.9115.710.110.4350.435B1-1780厚G5砼垫层4.3113.961.010.3850.385B1-2100厚三合土垫层5.689.550.140.3050.305B1-21100厚1：3石灰煤渣隔热保温找平0.621.020.063.3953.395B7B-8种植土3.838.54/0.2450.24514010407002001坡道10.6420.71.270.6550.65532.92A4-60现浇砼坡道1.混凝土强度等级C202.石子最大粒径15mm6.336.740.260.270.27B1-1780厚G5砼垫层4.3113.961.010.3850.38515010407001002现浇其他构件压顶128.39180.5213.846.4556.455355.66A4-52现浇砼压顶1.混凝土强度等级C20，石子最大粒径15mm128.39180.5213.846.4556.455355.6694 16010401003001预制过梁105.24240.79106.219.059.05470.34A4-68C30预制砼过梁制作1.混凝土强度等级C2059.49321.7222.195.915.91A4-401预制砼过梁安装20.287.38/0.5550.555A4-273运输13.902.7683.412.002.00A4-635灌缝11.5716.930.610.5850.58517010412008001预制砼沟盖板1.砼强度等级C20，石子最大粒径20mm108.16230.08122.719.229.22A4-100预制砼沟盖板制作67.19193.8821.135.65A4-261运输18.662.13100.782.432.43A-632灌缝22.3134.070.81.151.15180104703004003圈梁1.位于卫生间厨房2.h=150mm115.63186.048.716.26.2322.8A4-30现浇圈梁115.63186.048.716.26.2322.819010302001001实心砖墙1.采用岩实心砖，200mm墙厚，属于实心砖2.砂浆强度C20，石子最大粒径40mm，3.M50混合砂浆47.97191.481.844.834.83A3B-100M5混合砂浆空心砖墙47.97191.481.844.834.8320010303001001房上烟囱砼强度等级C20，三边均置暗梁101.2134.82.154.7654.765247.6894 分部分项工程量清单综合单价分析表工程名称：第页共页序号项目编码项目名称工程内容综合单价组成（元）综合单价人工费材料费机械费管理费利润A3-103砖砌烟囱101.2134.82.154.7654.765247.6821010302006002零星砌体1.砖砌台阶砂浆M5.07.3530.542.340.8050.80541.84A4-55现浇构件台阶7.3530.542.340.8050.80541.8422010306002001暗沟1．砼强度等级C20，石子最大粒径10mm17.4722.710.760.820.8242.58A3-226砖砌暗沟17.4722.710.760.820.8242.5823010701001001瓦屋面1.钢筋混凝土屋面板，黄红蓝灰色面兰瓦420×330mm12.8564.753.600.620.6226812.48A7B-3砼板钉角钢条6.8243.163.281.0651.065B1-2015厚1:3水泥砂浆找平3.255.090.260.1750.175B1-26换细石砼厚度每增加5mm0.620.910.060.030.03A8-206100厚泡沫砼块2.1619.59/0.4350.43524010702001001卷材防水屋面1.20厚1∶2水泥砂浆找平2.100厚砼泡沫板3.20厚1∶6水泥砂炉查找2％坡，楼板23.5969.810.361.981.9856.79A7-41改性沥青防水卷材屋面6.1819.88/5.2155.21594 A7-41改性沥青防水屋面6.1819.88/0.520.52A8-206100厚泡沫砼块2.1619.59/0.4350.435B1-2020厚1:2水泥砂浆找平3.525.090.260.1750.175B1-978厚缸钻铺平拍实11.7328.250.100.80.825010702004003屋面排水管1.所有雨水管均采用¢100pvc管,均为有组织排水32.0351.1/1.641.64405.28A7-106PVC落水管9.5521.37/0.620.62A7-108朔料雨水孔方形φ10014.2118.38/0.650.65A7-112朔料弯头4.732.64/0.1450.145A7-110朔料水平方向φ1003.546.07/0.190.1926010416001001A10现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋混凝土类别φ10618.22680.3761.5467.267.24091.82A4-643现浇构件圆钢筋φ10531.962680.3740.0365.04565.045A4-753成型钢筋的运输86.24/21.512.1552.15527010416001002B14现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋混凝土类别B14483.562874.94129.5269.7669.763052.25A4-656现浇构件螺纹钢筋B14397.322874.94108.0167.60567.605A4-753成型钢筋的运输86.24/21.512.1552.15528010416001008B12现浇混凝土钢1.现浇混凝土钢筋2.钢筋混凝土规则B12560.122881.13137.7871.6871.68825.9794 A4-655现浇构件螺纹钢筋B12473.882881.13116.2769.42569.425A4-753成型钢筋的运输86.24/21.512.262.2629010416001011φ6现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则φ61219.282730.8256.7680.1980.192160.78A4-641现浇构件圆钢筋φ61133.442730.8235.2515.6715.67A4-753成型钢筋的运输86.24/21.512.262.2630010416001012φ8现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则φ8821.482696.2669.4871.7571.7518769.77A4-642现浇构件圆钢筋φ8735.242696.2647.9869.5969.59A4-753成型钢筋的运输86.24/21.512.262.2631010416001013B22现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则B22341.442878.17106.5366.5366.531184.79A4-660现浇构件圆钢筋B22255.22878.1785.0368.7468.4A4-753成型钢筋的运输86.24/21.512.262.2632010416001015B18现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则B18314.952885.04118.65258.57258.577252.61A4-658现浇构件圆钢筋B18310.642885.0497.14255..42255.42A4-753成型钢筋的运输86.24/21.512.262.2633010416001016φ12现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则φ12521.842776.63120.5268.3868.383350.65A4-644现浇构件圆钢筋φ12435.62776.6399.0166.2566.25A4-753成型钢筋的运输86.24/21.512.262.2634010416002001B12预制混凝土钢筋1.预制混凝土钢筋2.钢筋的规则B12510.942737.63123.7967.4567.45825.9794 A4-671现浇构件圆钢筋B12424.62737.63102.2865.2965.29A4-753成型钢筋的运输86.24/21.512.262.2635010416001003B14现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋混凝土类别B14430.321744.44110.0465.6965.693052.25A4-672现浇构件圆钢筋B14344.082744.4488.4763.5463.54A4-753成型钢筋的运输86.24/21.512.262.2636010416001015B18现浇混凝土钢筋1.现浇混凝土钢筋2.钢筋的规则B18381.922853.16116.2867.0867.087252.61A4-685现浇构件圆钢筋B18295.682853.1694.7764.9364.93A4-753成型钢筋的运输86.24/21.512.262.2694 措施项目费分析表工程名称：某别墅建筑工程序号措施项目名称单位数量金额（元）人工费材料费机械使用费管理费利润小计1混凝土钢筋混凝土模板及支撑项113502.729860.541082.93448.93448.9323344.05独立基础钢筋混凝土组合钢模板木支撑100m20.414513.63678.0550.0224.8324.831291.36混凝土组合钢模板钢支撑100m20.08752.38194.393.135.005.00259.90矩形柱组合钢模板钢支撑100m20.270519.17320.9142.1817.6517.65917.56异形柱组合钢模板钢支撑100m20.8332426.78750.49140.5266.3666.363450.51基础梁组合钢模板钢支撑100m20.7991271.37988.0191.5847.0247.022445.00单梁、边续梁组合钢模板100m20.5201210.01536.41131.8837.5737.571953.4494 钢支撑过梁组合钢板木支撑100m20.070192.43149.6910.047.047.04366.24有梁板组合钢模板钢支撑100m20.283568.87327.4562.9719.1919.19997.67有梁板组合钢模板钢支撑100m22.1815260.572768.55485.27170.29170.298854.97挑檐天沟木模板木支撑100m20.5821462.191123.7065.3453.0253.022757.27混凝土散水模板木支撑100m20.42325.3222.890.960.9650.132脚手架项12327.13986.1750.4667.2867.283498.32综合脚手架建筑面积100m21.553677.88279.0831.4819.7719.771027.98里脚手架钢管3.6m以内100m22.659445.1226.726.739.579.57497.71架子封席100m22.416310.94493.7112.2516.3416.34849.58外脚手架安全维护网1—8层以内檐高28m以内100m21.528893.19186.6621.6021.601123.053垂直运输项1962.4419.2519.251000.94100m21.553962.4419.2519.251000.9494 建筑物垂直运输20m（6层），以内卷扬机施工4环境保护费项176.66268.3138.33383.305文明施工项130.66107.3215.33153.316安全施工项130.66107.3215.363153.31措施项目费分析表工程名称：某别墅建筑工程序号措施项目名称单位数量金额（元）人工费材料费机械使用费管理费利润小计7临时设施费项191.99321.9746.00459.968夜间施工项130.66107.3215.33153.319二次搬运费用项115.3353.667.6776.6610施工排水、降水费项130.66107.3215.33153.3111冬雨季施工增加费项161.33214.6530.66306.6412生产工具用具使用费项1153.32536.6176.66766.5994 13定位复测、工程定点、场点清理费项130.66107.3215.33153.31合计16381.7810760.852371.80535.46535.4630603.01主要材料价格表工程名称：某别墅建筑工程序号材料编码材料名称规格、型号等特殊要求单位单价（元）1100000000001综合工日工日45.002300000000011商品混凝土C10碎石20mm坍落度160-180立方米221.0903300000000012商品混凝土C15碎石20mm坍落度160-180立方米232.004300000000013商品混凝土C20碎石20mm坍落度160-180立方米248.005300000000014商品混凝土C25碎石20mm坍落度160-180立方米262.006400111200015水泥32.5千克0.347400501590006立方米180.9094 加气混凝土砌块600*300*100mm以上8400505010005中粗砂立方米59.719400508010001生石灰千克0.1710430105010039圆钢（钢筋）φ6.5mm吨3709.5111430105010041圆钢（钢筋）φ8mm吨3729.1112430105010044圆钢（钢筋）φ10mm吨3607.5113430105010051圆钢（钢筋）φ12mm吨3607.5114430109070102圆钢（钢筋）φ12mm吨3607.5115439109070103圆钢（钢筋）φ14mm吨3607.5116430109070105圆钢（钢筋）φ16mm吨3403.1117430108070106圆钢（钢筋）φ18mm吨3403.1118430108070107圆钢（钢筋）φ20mm吨3403.1119430109070112圆钢（钢筋）φ22mm吨3403.1120430109070113圆钢（钢筋）φ25mm吨3403.1121430119060017镀锌铁皮26#平方米25.8494 2240050330001玻纤瓦千块612.7123402309640001挤塑板平方米30.00分部分项工程量清单综合单价计算表工程名称：某别墅建筑工程序号项目编码（定额编码）项目名称单位数量综合单价（元）综合单价人工费材料费机械使用费管理费利润1010101001001平整场地m2155.270414.058.288.28430.61A1-42平整场地100m22.921414.058.288.28430.622010101003001挖基础土方m351.4302781.4910.9755.8555.852904.16A1-26人工挖基坑三类土深度2m以内100m30.8962551.4510.9751.2551.252664.92A1-41基底钎探100m20.710230.044..604.60239.2494 3010101003002挖基础土方m316.590616.551.0812.3512.35642.33A1-17人工挖沟槽三类土深度2m以内100m30.255616.551.0812.3512.35642.334010103001001土（石）方工程m389.3101795.420.76389.9043.7243.722273.52A1-203自卸汽车运土方（载重3.5t）运距5km以内1000m30.0205.400.76135.742.842.84147.58A1-39回填土夯填100m31.3531790.02254.1640.8840.882125.945010301001001砖基础m37.060445.0461000.8020.0929.3329.331525.01A3-1换砖基础水泥砂浆M510m30.706386.96912.9916.3826.3326.331368.99A7-152防水砂浆平面100m20.14158.5087.813.713.0013.00156.026010302006001零星砌块m31.890262.22355.198.3512.5212.52650.80A3-100砖砌台阶水泥砂浆M510m21.199262.22355.198.3512.5212.52650.807010304001001砌块墙m315.410694.142917.7415.4972.5572.553772.47A3-165加砌块混凝土砌块墙600*300*250混合砂浆M510m31.541694.142917.7415.4972.5572.553772.478010304001002砌块墙m39.900455.951974.479.9546.6146.612423.59A3-165加砌块混凝土砌块墙600*300*150混合砂浆M510m30.990445.951974.479.9546.6146.612423.599010401001001带形基础m33.28085.02748.772.9816.7416.74870.2594 A4-178基础垫层商品混凝土C10碎石20mm10m33.28085.02748.772.9816.7416.74870.2510010401002001独立基础10m316.960584.275225.2719.12116.57116.576061.80A4-178商品混凝土基础垫层碎石20mmm30.405104.98924.553.6920.6620.661074.54A4-172商品混凝土独立基础碎石20mm10m31.696479.294300.7215.4395.9195.914987.2611010402001001现浇矩形柱m31.15075.45309.011.707.727.72401.60A4-187换商品混凝土矩形柱C25碎石20mm10m30.11575.45309.011.707.727.72401.6012010402001002现浇矩形柱m30.76049.86204.211.125.105.10265.39A4-187换商品混凝土矩形柱C25碎石20mm10m30.07649.86204.211.125.105.10265.3913010402001003现浇矩形柱m30.54035.43145.100.803.633.63188.59A4-187换商品混凝土矩形柱C25碎石20mm10m30.05435.43145.100.803.633.63188.59140910302002001现浇异形柱m312.440784.283346.5518.3982.9882.984315.18A4-189换商品混凝土异形柱C25碎石20mm10m31.244784.283346.5518.3982.9882.984315.1815010403001001现浇基础梁m310.430273.162664.8015.4259.0759.073071.52A4-169换商品混凝土带形基础有梁式C25碎石20mm10m31.043273.162664.8015.4259.0759.073071.5216010303002001现浇矩形梁m35.500210.131402.318.1332.4132.411685.39A4-193换商品混凝土连续梁C25碎石20mm10m30.550210.138.1332.4132.411685.3994 1402.3117010403005001现浇过梁m30.42035.40109.180.622.902.90151.00A4-196换商品混凝土过梁C25碎石20mm10m30.04235.40109.180.622.902.90151.0018010405001001现浇有梁板m328.950743.877429.5342.79164.32164.328544.83A4-204换商品混凝土有梁板C25碎石2010m32.895743.877429.5342.79164.32164.328544.8319010405007001现浇天沟、挑檐板m32.970239.63776.717.0220.4720.471064.30A4-209换商品混凝土挑檐天沟C5碎石20mm10m30.297239.63776.717.0220.4720.471064.3020010407002001现浇坡道m25.950123.56321.325.199.019.01468.09A4-178换商品混凝土基础垫层商品混凝土C15碎石20mm10m30.06015.55143.690.553.203.20166.19A4-60水泥砂浆防滑坡道100m20.06038.8546.422.001.751.7590.77B1-13：7灰土垫层10m31.17965.33131.211.853.973.97206.33A4-40原土打夯100m20.0603.830.790.030.034.8021040407002002现浇散水m236.320340.8210.1123.9723.9723.971246.25A4-224商品混凝土混凝土散水面层一次抹光60mmC15100m20.363167.60673.272.9116.8816.88877.54B1-3砂垫层10m30.21845.71152.440.823.963.96206.93A4-40原土打夯100m20.48430.936.380.750.7538.81A7-184建筑油膏100m0.38696.5821.672.362.36122.9722现浇混凝土钢筋T0.408472.9517.5041.5041.502160.7894 0104160010011587.23A-641现浇构件圆钢筋φ6.5mm以内t0.408472.951587.2317.5041.5541.552160.7823010416001002现浇混凝土钢筋t3.8702910.0514921.39216.41360.96360.9618769.77A4-642现浇构件圆钢筋φ8mm以内t3.8702910.0514921.39216.41360.96360.9619769.7724010416001003现浇混凝土钢筋t0.892485.293407.1741.9878.6978.694091.82A4-643现浇构件圆钢筋φ10mm以内t0.892485.293407.1741.9878.6978.694091.8225010413001004现浇混凝土钢筋t0.732326.112808.9086.7664.4464.443350.65A4-644现浇构件圆钢筋φ12mm以内t0.732326.112808.9086.7664.4464.443350.6526010416001005现浇混凝土钢筋t0.17886.27683.0324.9115.8815.88825.97A4-655现浇构件螺纹钢筋φ12mm以内t0.17886.27683.0324.9115.8815.88825.9727010416001001现浇混凝土钢筋t0.672273.072574.4987.2958.7058.703052.25A4-656现浇混凝土螺纹钢筋φ14mm以内t0.671273.072574.4987.2958.7058.703052.2528010416001007现浇混凝土钢筋t1.362500.134921.01174.01111.90111.903052.25A4-657现浇混凝土螺纹钢筋φ16mm以内t1.362500.13174.01111.90111.903052.2594 4921.0129010416001008现浇混凝土钢筋t1.717545.496227.82200.36139.47139.477252.61A4-658现浇混凝土螺纹钢筋φ18mm以内t1.717545.496227.82200.36139.47139.477252.61300910416001009现浇混凝土钢筋t1.020297.893694.71118.7082.2382.234275.61A4-659现浇混凝土螺纹钢筋φ20mm以内t1.020297.893694.71118.7082.2382.234275.6131010416001010现浇混凝土钢筋t0.28674.651035.3929.1922.7822.781184.79A4-660现浇混凝土螺纹钢筋φ22mm以内t0.28674.651035.3929.1922.7822.781184.7932010416001011现浇混凝土钢筋t0.583136.162115.8551.1346.0646.062395.26A4-661现浇混凝土螺纹钢筋φ25mm以内t0.583136.162115.8551.1346.0646.062395.2633010701001001瓦屋面m2188.4704656.3421028.496.48515.62515.6226812.48A7-14换玻纤瓦铺设100m21.8355557.392010.8051.3651.362670.90B3-87换钢板网天棚面层100m21.8351287.343516.3196.0796.074995.79B1-27换水泥砂浆楼地面厚25mm水泥砂浆1：205100m21.835848.051042.9748.2438.7938.792016.84B2-332换挤塑保温板25厚100m21.835503.71126.42126.426573.7994 5817.24A7-49EP高分子复合卷材屋面满铺100m21.947807.817719.67170.55170.558868.58B1-19水泥砂浆找平层混凝土基层上厚度20mm100m21.835644.09872.8748.2431.3031.301627.80A7-90层面铁皮排水天沟泛水100m20.0177.9648.561.131.1358.7834010702004001屋面排水管m14.600185.08204.627.797.79405.28A7-106换塑料（PVC）10m0.14614.2626.700.820.8242.60A7-108换10个0.40058.1469.602.552.55132.84A7-112换10个0.40064.4431.251.911.9199.51A7-110换10个0.40048.2477.072.512.51130.3335010703001001m246.550193.341847.6540.8240.822122.63A7-49100m20.466193.341847.6540.8240.822122.63工程量计算表（门窗面积）工程名称：某别墅建筑工程序号门窗表每樘面积樘数小计面积（m2）说明宽高M1130027003.5127.02高级木门带亮窗入户门M2130025003.2513.25高级木门入户门94 M380021001.6858.4高级木门（夹板门）JM-1310030509.4619.46车库卷帘门小计：28.13C1240030507.3217.32塑钢双层玻璃窗（推拉带纱）起点0.100mC2150030504.5829.15塑钢双层玻璃窗（推拉带纱）起点0.100mC3225030506.8616.86塑钢双层玻璃窗（推拉带纱）起点0.100mC4180029505.3115.31塑钢双层玻璃窗（推拉带纱）起点0.100mC5120015001.847.2塑钢双层玻璃窗（推拉带纱）C690049421.3522.7塑钢双层玻璃窗（推拉带纱）C72700424911.19222.39塑钢双层玻璃异形窗（推拉带纱）起点0.100mC815005.70211.40塑钢双层玻璃异形窗（推拉带纱）起点0.100m小计：72.33工程量计算表（房间表）工程名称：某别墅建筑工程编号房间名称部位水平距离（m）垂直距离（m）每间面积（m2）每间周长（m）备注94 1客厅1D-F③-⑤6.657.8552.2020.52客厅2D-E⑤-⑥2.44.2510.209.053餐厅D-E①-③6.34.2526.7815.24卫生间1C-D①1.91.653.147.1地面、内墙面瓷砖5卫生间2C-D②1.651.652.726.6地面、内墙面瓷砖6过道C-DC-D②-③1.651.82.975.257厨房1C-D③0.651.651.072.95地面、内墙面瓷砖8厨房2C-D③-④3.43.812.9212.75地面、内墙面瓷砖9工人房A-B③-④3.41.96.4610.610车库A-D④-⑤3.15.8518.1414.8小计136.6104.8其中卫生间、厨房小计19.8529.4（计价）工程量计算表工程名称：某别墅建筑工程序号项目编码项目名称单位数量部位计算式1建筑面积m2155.27①-③轴6.3*(1.8+4.5+0.25)=6.3*6.55=41.27③-⑤轴(6.9+0.250*（14.1+0.25）=7.15*14.35=102.6094 ⑤-⑥2.4*（4.5+0.25）=2.4*4.75=11.40小计：41.27+102.60+11.40=155.272外墙中心线m59.4L中：（15.6+14.1）*2=59.43外墙外边线m60.4L外：【（15.6+0.25）+（14.1+0.25）】*2=60.44内墙净长线m25.5L内：1.65*3+5.85+3.85+7.45+3.4=25.55010101001001平整场地m2155.27同建筑面积A1-42平整场地m2292.07155.27+2*60.4+16=292.076010101003001挖基坑土方m351.43J11.8*1.8*(1.7-0.45)*3=12.15J22.4*2.4*(1.85-0.45)*1=8.064J32.2*2.2*(1.85-0.45)*2=13.552J41.6*1.6*(1.6-0.45)*6=17.664以上合计：12.15+8.064+13.552+17.66=51.43A1-26人工挖基坑2m以内m389.55J1(1.8+0.3*2）*（1.8+0.3*2）*（1.7-0.45）*3=21.6（不放坡、混凝土垫层支模，每边加300mm）J2(2.4+0.3*2）*（2.4+0.3*2）*（1.85-0.45）*1=12.6J3(2.2+0.3*2）*（2.2+0.3*2）*(1.85-0.45)*2=21.95J4(1.6+0.3*2)*(1.6+0.3*2)*(1.6-0.45)*6=33.4以上合计：21.6+12.6+21.95+33.4=89.55A1-41基底钎探m271.0J1(1.8+0.3*2）*(1.8+0.3*2)*3=17.28J2(2.4+0.3*2)*(2.4+0.3*2)*1=9J3(2.2+0.3*2)*(2.2+0.3*2)*2=15.6894 J4(1.6+0.3*2)*(1.6+0.3*2)*6=29.04以上合计：17.28+9+15.68+29.04=717010401002001混凝土独立基础m316.96J11.6*1.6*0.55*3=4.224J2（2.2*2.2*0.4）+（1.6*1.6*0.3）=2.704J3【（2.0*2.0*0.4）+（1.6*1.6*0.3）】】*2=4.736J41.4*1.4*0.45*6=5.292以上合计：4.224+2.704+4.736+5.292=16.96A4-172独立基础C20商品混凝土J1~J4同清单工程量A4-178基础垫层C10商品混凝土J11.8*1.8*0.1*3=0.972J22.4*2.4*0.1*1=0.576J32.2*2.2*0.1*2=0.968J41.6*1.6*0.1*6=1.536以上合计：0.972+0.576+0.968+1.536=4.05280104020014001混凝土矩形柱m30.15KZ1h=(1.6-0.55-0.45)=0.6S=0.25*0.5=0.125-0.45m以下所占面积V1=0.6*0.125*2=0.15A4-187换矩形柱C25商品混凝土（-0.45m以下）m30.15KZ1同清单工程量9010402002001混凝土异形柱m21.62KZ2h+1.75-0.7-0.45=0.6S=（0.25*0.475）+（0.25*0.725）=0.3V2=0.6*0.3*1=0.1894 -0.45m以下所占面积KZ3h=1.75-0.7-0.45=0.6S=（0.25*0.725）+（0.25*0.175）0.225V3=0.6*0.225*2=0.27KZ4h=1.5-0.45-0.45=0.6S=（0.25*0.325）+（0.25*0.575）=0.225V4=0.6*0.225*2=0.27KZ5h=0.6S=（0.25*0.475）+（0.25*0.725）=0.3V5=0.6*0.3*4=0.72KZ6h+1.75-0.7-0.45=0.6S==0.25*0.35+0.25+0.875=0.306V6=0.6*0.306*1=0.184以上合计：0.18+0.27+0.27+0.72+0.184=1.62A4-189换异形柱C25商品混凝土（-0.45m以下）m31.62KZ2~KZ6同清单工程量10010101003002挖基础土方m316.59合计：+1.711+1.229+0.63+1.492+1.645+1.448+0.534+1.623+1.09+0.567+1.316+1.281+0.834=16.59A1-17人工挖沟槽2m以内m325.48合计：1.768+2.793+1.845+1.21+2.306+2.627+2.229+0.628+2.639+1.602+0.741+2.0+1.937+1.153=25.4811010403001001现浇基础梁m310.43合计：0.656+0.756+0.672+0.235+0.831*3+0.713+0.15*2+0.403+0.647+0.628+0.174+0.645+0.756+0.531+0.33+0.225+0.24=10.43A4-169换m310.43同清单工程量94 基础梁C25商品混凝土12010401001001基础梁下混凝土垫层m33.28-0.50以下合计：0.236+0.272+0.242+0.134+0.299*3+0.145+0.259+0.226+0.163+0.243+0.272+0.191=3.28A4-178基础垫层C10m33.28同清单工程量清单工程量(.3-0.9-1.35）*[0.45*(0.5+0.05+0.1)]=1.185计价工程量①-③、C(6.3-0.9-1.35-0.3*2)*[(0.25+2*0.3)*(0.5+0.05)+0.1*0.45]=1.7680.656基础梁(6.3-0.45-0.6）*0.25*0.50.236垫层5.25*0.45*0.11.711(6.3-0.225*2)*(0.45*(0.5-0.05+0.1))2.973(6.3-0.425*2)*(0.85*0.55+0.1*0.45)0.756基础梁(6.3-0.25）*0.25*0.5垫层6.05*0.45*0.11.2291-3,D(6.3-0.9-1.2)*(0.45*0.65)1.845(6.3-0.9-1.2-0.3*2)*(085*0.55+0.1*0.45)0.672基础梁(6.3-0.45-0.75）*0.25*0.50.242垫层5.375*0.45*0.10.63(3.6-0.225*2)*(0.4*(0.35+0.05+0.1))1.21(3.6-0.425*2)*(0.8*0.5+0.1*0.4)0.235基础梁(3.6-0.25)*0.2*0.350.134垫层3.35*0.4*0.11.4923-5,A(6.9-0.2*2)*(0.45*0.65)2.036(6.9-0.9*2-0.3*2)*(0.85*0.55+0.1*0.45)94 0.831基础梁(6.3-0.25）*0.25*0.50.229垫层6.65*0.45*0.11.6453-5,D(6.3-0.225-1.05)*(0.45*0.65)2.229基础梁(6.3-0.425-0.95-0.4)*(085*0.55+0.1*0.45)0.831同上0.8310.229垫层同上0.2291.4483-5,E(6.9-1.0-0.95)*(0.45*0.65)基础梁同上0.831同上0.2295-6,F无挖基础土方0.713基础梁(6.9-0.6*2）*0.25*0.5无挖基础土方0.15基础梁(2.4-0.3-0.6)*0.25*0.4无挖基础土方基础梁同上0.150.534(4.2-1.025-1.35)*0.45*0.650.628(4.2-1.025-1.35-0.3*2)*(085*0.55+0.1*0.45)0.403基础梁(4.2-0.375-0.6)*0.25*0.50.145垫层3.225*0.45*0.11.623(6.0-0.225*2)*0.45*0.652.639(6.0-0.425*2)*(085*0.55+0.1*0.45)0.647基础梁(6.0-0.25)*0.45*0.650.259垫层5.75*0.45*0.11.09(6.3-0.25）*0.25*0.451.602(6.0-1.25-1.025-0.3*2)*(085*0.55+0.1*0.45)94 0.628基础梁(6.0-0.375-0.6)*0.25*0.50.226垫层5.025*0.45*0.10.567C-d,jl2(1.8-0.225*2)*0.35*0.4*30.741(1.8-0.425*2)*(0.75*0.3+0.1*0.35)*30.163(1.8-0.25)*0.15*0.25*31.316C-E,1(6.3-0.9*2)*0.45*0.652.0(6.3-0.9*2-0.3*2)*(085*0.55+0.1*0.45)0.675(6.3-0.45*2)*0.25*0.50.2435.4*0.45*0.11.281(6.3-1.05-0.87)*0.45*0.651.935(6.3-1.05-0.87-0.3*2)*(085*0.55+0.1*0.45)0.756(6.3-0.25)*0.25*0.50.2726.05*0.45*0.10.834(4.5-0.7-0.95)*0.45*0.651.153(4.5-0.7-0.95-0.3*2)*(085*0.55+0.1*0.45)0.531(4.5-0.25)*0.25*0.50.1914.25*0.45*0.1无挖基础土方0.33(4.5-0.6*2)*0.25*0.4无挖基础土方0.225(3.6-0.6-0.75)*0.25*0.4无挖基础土方0.24(3.6-0.6*2)*0.25*0.413010103001001土方回填m389.31合计：33.34+42.44+13.53基础m333.3451.43+16.59-（4.05+16.96+1.77+8.62+3.28）94 室内m342.44地面一（62.4+26.78+2.97+6.46）*（0.45-0.13）地面二18.14*（0.45-0.12-0.02）地面三（5.86+13.99）*（0.45-0.183）小计:31.56+5.62+5.62室外m312.53平台E-F(6.3-0.3)*(3.6+0.9-0.3)*0.31平台A-C(4.2-0.3)*(2.4+1.325+0.3-0.125)*0.31小计:7.81+4.72A1-39土方回填m3135.32(89.55+25.48-34.68)+42.44+12.53A1-203自卸汽车运1㏎m320.29外取土(89.55+25.48)-135.3214010304001001250厚砌块墙m315.4123.7+1.98-8.37-0.42-0.4-0.72m323.71,C-Ea=6.3-2*0.45V1=5.4*3.05*0.25E,1-3V2=(6.3-0.45-0.475)*3.05*0.255,A-DV6=(6.0-0.375-0.6)*3.05*0.25A,3-5V7=(6.9-0.25)*3.05*0.253,A-CV8=(4.2-0.375-0.6)*3.15*0.25C,1-3V9=(6.3-0.45-0.475)*3.0*0.25小计:4.118+4.098+3.832+5.07+2.54+4.031m31.981,C-EV10=5.4*(5.369-0.5-0.1-3.55)*1/2*0.25A、3-5V11=6.65*(5.542-0.5-0.1-3.550)*1/2*0.25=1.157小计:0.823+1.157=1.98扣减砼砌块中门窗洞口m28.73M1、M2、JM1（7.02+3.25+9.46）*0.25=4.93C1-C815.21*0.25=3.8见门窗计算表94 小计；4.93+3.8=8.73扣减门窗洞口过梁体积m30.42M1（1.3+0.25*2）*0.12*0.25*2=0.108M2（1.3=0.5）*0.12*0.25*1=0.054C5[(1.2+0.25)*0.12*2+(1.2+0.5)*0.12*2]*0.25=0.189C6(0.9+0.25)*0.12*0.25*2=0.069小计:0.42扣减基础梁(0.100)所占体积m30.40C1、C2、C3、C7、C8(2.4+1.5*2+2.25+2.7*2+1.5*2)*0.1*0.25=0.40扣减灰砂砖所占体积m30.72C-D(1.8-0.45)*0.6*0.25=0.203(卫生间外墙600mm)1-2(3.9-0.45)*0.6*0.25=0.518小计:0.203+0.518=0.721A3-165M5混合砂浆砌块墙m315.41同清单工程量15010304001002150厚加气砼块墙m39.9合计:11.28-1.26-0.12一层m311.28D、1-2a=3.9-0.125+0.075=3.85h=2.95V1=3.85*2.95*0.15=1.70D、3-5V2=(6.9+0.6-0.125+0.075)*2.95*0.15=3.3094 B、3-4V3=(3.6-0.125-0.075)*2.95*0.15=1.504、A-DV4=(6-0.125-0.025)*2.95*0.15=2.59C-D之间V5=(1.8-0.125-0.025)*2.95*0.15*3=2.19小计:1.70+3.30+1.50+2.59+2.19=11.28扣减内墙门所占体积m31.26M38.4*0.15扣减内墙门过梁所占体积m30.12M3（0.8+0.25*2）*5*0.15*0.12A3-165M5混合砂浆砌块墙m39.9同清单工程量16010301001001砖基础m37.06合计：3.87+3.19（-0.05-±0.00）外墙m33.87[(59.4-(3.6*2+6.9+2.4*2+4.5)-（0.475+0.9*2+1.2+0.5*2+0.6）]*0.5*0.25=3.87（-0.50-±0.00）内墙m33.1925.5*0.5*0.25A3-1换M5水砂250砖基础m37.06同清单工程量A7-152防水砂浆防潮层m314.12(30.96+25.5)*0.2517010402001001砼矩形柱m31.0KZ1h=0.45+3.55=4.0-0.45m以上所占以及V1=4.0*0.125*2=1.094 A4-187换矩形柱C25商品砼（-0.45m以上）m31.0同清单工程量18010402002001砼异形柱m310.82KZ2h=0.45+3.55=4.0V2=4.0*0.3*1=1.2-0.45以上体积KZ3h=0.45+3.55=4.0V3=4.0*0.225*2=1.8KZ4V4=4.0*0.3*2=1.8KZ5V5=4.0*0.3*4=4.8KZ6V6=4.0*0.306*1=1.224小计：1.2+1.8*2+4.8+1.224=10.82A4-189换异形柱C25商品砼（-0.45m以上）m310.82同清单工程量19010402001002砼矩形柱m30.76GZ1h=0.45+4.849-0.5-0.1=4.699V1=4.699*0.3*0.25=0.352GZ1F轴h=0.45+5.542-0.5-0.1=5.392V2=5.392*0.3*0.25=0.404小计：0.352+0.404=0.76A4-187换矩形柱C25商品砼m30.76同清单工程量20010402001003砼独立柱m30.54LZ1h=5.542-3.55-0.2=1.792V1=1.792*0.3*0.4=0.215LZ2V2=1.792*0.3*0.6=0.323小计：0.215+0.323=0.5494 A4-187换矩形柱C25商品砼m30.54同清单工程量21010403002001框架矩形梁m35.50WKLL16.65*0.25*0.5*0.5=0.83标高3.55处3-5WKLL2同上0.833-5WKLL3同上0.83WKL15.4*0.25*0.5=0.675D-EWKL44.25*0.25*0.5=0.53WL1（3.95+6.05）*0.3*0.6=1.8小计：0.83*3+0.675+0.53+1.8=5.50A4-193换矩形梁C25商品砼m35.50同清单工程量22010405001001现浇过梁m30.42计算见上A4-196过梁C25商品砼m30.42同清单工程量23010405001001砼有梁板m328.95合计：3.04+7.45+18.46=28.95标高3.55处m33.041-3WKLL25.25*0.25*0.5=0.6561-3WKLL35.375*0.25*0.5=0.6725-6WKLL31.5*0.25*0.4=0.15WKLL3a1.5*0.25*0.4=0.1594 WKL23.225*0.25*0.4=0.323WKL32.25*0.25*0.4=0.225A-DWKL45.025*0.25*0.5=0.628E-FWKL42.4*0.25*0.4=0.24小计：3.04屋面斜梁m37.45WKLL4a2=（23.45-0.25）2+（5.542-3.55）2a=3.3553.355*2*0.25*0.5=0.839WKLL5a2=（3.45-0.6-0.15）2+（5.542-3.55）2a=3.2563.355*2*0.25*0.5=0.814WKL5a2=（3.15-0.45）2+（5.369-3.55）2a=3.2563.256*2*0.250.5=0.814WKL6a=14.1-0.4-0.6=13.1013.10*0.25*0.45=1.47WKL7a2=（2.25-0.6-0.15）2+（4.849-3.55）2a=1.9841.984*0.25*0.4*2=0.446.WKL8a2=（3.452+3.152）+（5.369-3.55）2a=1.9294 5.013*0.25*0.4=0.501WKL9同WKL8WKL10a2=[（2.25-0.25）+0.707]2+（4.849-3.55）2a=1.921.92*0.25*0.35=0.168WKL11a2=（3.22+3.5252）+（5.542-3.55）2a=5.1615.161*0.25*0.45=0.581WL2a=2.3+2.25-0.25=4.44.4*0.25*0.35=0.385WL3a=6.3+3.45-0.25*2=9.259.25*0.25*0.35=0.809小计；7.45屋面板m³18.46WB1（2.275*2.38+1/2*2.38*1.45）*0.1*2=7.14*0.1*2=1.43l=2²+1.299²=2.38WB2（5.825*3.77+1/2*3.77*3.45）*0.12=28.652*0.12=3.44l=3.2²+1.992²=3.77WB3（4.075*3.77+1/2*3.77*3.15）*0.12=21.3*0.12=2.55l=3.2²+1.992²=3.77WB4（3.42*6.75+1/2*3.42*3.45）*0.12*2=27.018*0.12*2=6.484l=2.7²+1.814²=3.77WB594 （3.77*3.475+1/2*3.77*1.05+1/2*2.75*2.78）*0.12=18.902*0.12=2.268l=3.77WB6(3.77*3.45+1/2*3.5*3.77)*0.12=19.038*0.12=1.284l=3.77小计；18.456A4-204换有梁板C25商品砼m³28.95同清单工程量24010405007001挑檐天沟m³2.97合计；2.038+0.935=2.97①-③、A-Ca=（6.3+0.1）+（4.2-0.525+0.225）=10.3S=(0.2*0.1+0.05*0.05+0.3*0.1+0.1*0.1)=0.06V=10.3*0.06=0.618①-③、E-Fa=(6.3+0.1)+(3.6-0.525+0.225)=9.7V=9.7*0.06=0.58⑤、⑥A-Da=(2.4+0.1)+(6.0-0.525+0.225)=8.2V=8.2*0.06=0.49⑤-⑥、E-Fa=(2.4+0.1)+(3.6-0.525+0.225)=5.8V=5.8*0.06=0.35小计；0.618+0.58+0.49+0.35=2.038③-⑤、Aa²=（3.45+0.525）²+（5.542-3.550）²a=4.446S=0.1*0.1+0.05*0.05+0.1*0.25=0.0375V=4.446*2*0.0375=0.333③-⑤、FV=0.333同上C-E、①a²=（3.15+0.525）²+（5.369-3.550）²a=4.1094 V=4.10*0.0375=0.154D-E、⑥a²=（2.25+0.525）²+（4.849-3.55）²a=3.064V=3.064*0.0375=0.115小计；0.333*2+0.154+0.115=0.935A4-209换挑檐天沟C25商品砼m³2.97同清单工程量25010407002001砼坡道㎡5.953.55*（1.8-0.125）=5.95A4-178换C15砼垫层100厚m³0.605.95*0.1=0.60A4-60水泥砂浆防滑坡道㎡5.95同清单工程量B1-13：7灰土垫层m³1.795.95*0.3=1.79A1-40素土夯实㎡5.95同清单工程量26010407002002砼散水㎡36.32｛（60.4-6.3-3.6-4.2-3.55）+2*0.9｝=（38.55+1.8）*0.9=36.32A4-224C15砼散水商品砼㎡36.32同清单工程量B1-3砂垫层m³2.1836.32*0.06=2.18A1-40原土打夯㎡48.42（38.55+2*0.9）*（0.9+0.3）=48.42A7-184油膏嵌缝m38.55计算见上27010302006001零星砌体（台阶）m³1.8911.99*（0.35*0.15*3）=1.89A3-100水泥砂浆砖砌台阶㎡11.99（6.3+3.6+4.2+2.4+1.025）*0.9=11.9928现浇构件圆钢筋t0.4080.0369（砌体墙与梁柱连接）+0.372（现浇构件）=0.40894 010416001001φ6A4-641现浇构件圆钢筋φ6t0.408同清单工程量29010416001002现浇构件圆钢筋φ8t3.87计算过程略A4-642现浇构件圆钢筋φ8t3.87同清单工程量30010416001003现浇构件圆钢筋φ6现浇构件圆钢筋φ10t0.829计算过程略A4-643现浇构件圆钢筋φ10t0.829同清单工程量31010416001004现浇构件圆钢筋φ12t0.732计算过程略A4-644现浇构件圆钢筋φ12t0.732同清单工程量32010416001005现浇构件螺纹钢筋φ12t0.178计算过程略A4-655现浇构件螺纹钢筋φ12t0.178同清单工程量33010416001006现浇构件螺纹钢筋φ14t0.672计算过程略A4-656现浇构件螺纹钢筋φ14t0.672同清单工程量34010416001007现浇构件螺纹钢筋φ16t1.362计算过程略94 A4-657现浇构件螺纹钢筋φ16t1.362同清单工程量35010416001008现浇构件螺纹钢筋φ18t1.717计算过程略A4-658现浇构件螺纹钢筋φ18t1.717同清单工程量36010402006009现浇构件螺纹钢筋φ20t1.02计算过程略A4-659现浇构件螺纹钢筋φ20t1.02同清单工程量37010402006010现浇构件螺纹钢筋φ22t0.286计算过程略A4-660现浇构件螺纹钢筋φ22t0.286同清单工程量38010402006011现浇构件螺纹钢筋φ25t0.583计算过程略A4-661现浇构件螺纹钢筋φ25t0.583同清单工程量39010701001001屋面工程㎡183.47合计：100.938+60.179+22.357=183.47㎡③-⑤角度a=29.127b=4.093扣减C-E轴㎡12.242两屋脊的高度差=5.542-5.369=0.1730两屋脊相交长度；4.093-0.355=3.738相交面积；1/2*6.55*3.738=12.242扣减C-E轴㎡6.339两屋脊的高度差；5.542-4.849=0.639m94 两屋脊相交长度；4.093-1.424=2.669相交面积；1/2*4.75*2.669=6.339㎡小计；119.516-12.424-6.339=100.935㎡C-E角度a=29.049b=3.746两屋脊相交水平长度；3.575-0.173=3.265mS=3.746*2*6.4+2*1/2*3.746*3.265=60.179㎡D-E角度两屋脊相交水平长度；3.575-0.173=3.265mS=2.707*2*2.5+2*1/2*2.707*3.259=22.357㎡A7-14换玻纤瓦铺设㎡183.47同清单工程量B3-87换镀锌钢丝网㎡183.47同清单工程量B1-27换25厚1：2.5水泥砂浆㎡183.47同清单工程量B2-332换挤塑保温板25厚㎡183.47同清单工程量A7-49复合卷材㎡194.71183.47+（屋面上翻）（0.15+0.2）*32.11=194.74B1-1920厚1：3水砂找平层㎡183.47同清单工程量A7-90天沟泛水㎡1.7（10.3+9.7+8.2+5.8）*0.05=34*0.05=1.740010702004001屋面排水管m14.6（3.2+0.45）*4=14.6A7-106换塑料PVC落水管m14.6同清单工程量A7-108换塑料雨水口方形个44个A7-112换塑料弯头个44个94 A7-110换雨水斗个44个41010703001001卷材防水㎡46.55厨房13.99+（2.95+12.75-3*0.8）*1.2-1.2*0.2=27.55卫生间5.86+（7.1+6.6-3*0.8）*1.2-（0.9+1.2）*0.2=19小计；27.55+19=46.55A7-49卷材防水㎡46.55同清单工程量技术措施项目工程量42A1-30独立柱基础垫层模板㎡8.72小计；8.72㎡J1(1.8+1.8)*2*0.1*3=2.16J2(2.4+2.4)*2*0.1*1=0.9694 J3(2.2+2.2)*2*0.1*2=1.76J4(1.6+1.6)*2*0.1*6=3.8443A10-16独立基础组合钢模板㎡41.36小计；41.36J1(1.6+1.6)*2*0.55*3=10.56J2(2.2+2.2)*2*0.4+(1.6+1.6)*2*0.3=5.44J3[(2.0+2.0)*2*0.4+(1.6+1.6)*2*0.3]*2=10.24J4（1.4+1.4）*2*0.45*6=15.1244A10-61基础梁组合钢模板㎡79.86小计；79.86①-③|、C5.25*0.5*2=5.25①-③|、D6.05*0.5*2=6.05①-③|、E5.375*0.5*2=5.375③-④、B3.35*0.35*2=2.345③-⑤、A6.65*0.5*2=6.65③-⑤、D同上6.65③-⑤、E同上6.65③-⑤、F5.7*0.5*2=5.7⑤-⑥、D1.5*0.4*2=1.2-⑥、E同上1.2A-C、3.225*0.5*0.2=3.225A-D、④5.75*0.45*2=5.175C-D、JL21.55*0.24*2=5.4C-E、①5.4*0.5*2=5.4C-E、③6.05*0.5*2=6.05D-E、⑤4.25*0.5*2=2.6494 D-E、⑥3.3*0.4*2=2.64E-F、③2.25*0.4*2=1.8E-F、⑤2.4*0.4*2=1.9245A10-69过梁组合钢模板㎡7.02小计；7.02M1（1.3+0.5）*0.12*2+0.25*1.3=0.757M2（1.3+0.5）*0.12*1+0.25*1.3=0.541C5(1.2+0.25)*0.12*2+(1.2+0.5)0.12*2+1.2*0.25*4=2.888C6(0.9+0.25)*0.12*2+0.9*0.25=1.18546A10-65矩形梁组合钢模板㎡52.0标高3.55处；小计；52.0WKLL16.65*（0.25+0.5*2）=8.313③-⑤WKLL2同上WKLL3同上WKLL15.4*（0.25+0.5*2）=6.75D-E、WKLL44.25*（0.25+0.5*2）=6.75WL1（3.95+6.05）*（0.3+0.6*2）=1547A10-95有梁板㎡28.34标高3.55处梁；小计28.34①-③WKLL25.25*（0.25+0.5*2-0.1）=6.04①-③WKLL35.375*（0.25+0.5*2-0.1）=6.18⑤-⑥WKLL31.5*（0.25+0.4*2-0.1）=1.43WKLL3a1.5*（0.25+0.4*2-0.1）=1.4394 WKL23.225*（0.25+0.4*2-0.1）=3.06WKL32.25*（0.25+0.4*2-0.1）=2.14A-DWKL45.025*（0.25+0.5*2-0.1）=5.78E-FWKL2.4*（0.25+0.4*2-0.1）=2.2848A10-95换有梁板组合钢模板㎡218.05合计；61.84+156.208=218.05屋面斜梁模板；小计；61.84WKLL43.769*2*（0.25+0.5*2-0.1-0.12）=7.76WKLL53.355*2*（0.25+0.5*2-0.1-0.12）=6.91WKL53.256*2*（0.25+0.5*2-0.1-0.12）=6.71WKL613.85*2*（0.25+0.5*2-0.1-0.12）=12.6WKL71.984*2*（0.25+0.5*2-0.1-0.12）==3.77WKL85.013*2*（0.25+0.5*2-0.1-0.12）=4.06WKL9同上WKL101.92*2*（0.25+0.5*2-0.1-0.12）=1.4WKL115.161*2*（0.25+0.5*2-0.1-0.12）=4.70WKL124.4*2*（0.25+0.5*2-0.1-0.12）=3.3WK1139.25*2*（0.25+0.5*2-0.1-0.12）=6.57屋面板砼模板；小计；156.208㎡WB17.14*2（见砼计算）WB228.652（见砼计算）WB321.3（见砼计算）WB427.018*2（见砼计算）94 WB518.902（见砼计算）WB619.038/156.208（见砼计算）49A10-49矩形柱钢模㎡26.95合计；12.7+9.95+4.3=26.95框架矩形柱钢模㎡12.7KZ1屋开长a=0.25*+0.5*2=1.5s=1.5*（1.05+3.55）*2=1.5*4.6*2=13.8扣减重叠面积（0.6+0.5）*0.25*2*2=1.1构造砼模板㎡9.95小计9.95⑥轴（0.25+0.3）*2*（4.849-0.55-0.1）=4.62F轴（0.25+0.3）*2*（5.542-0.1-0.6）=5.32梁上柱模板㎡4.3小计1.88+2.42=4.3LZ1（0.3+0.4）*2*（5.542-3.75-0.45）=1.88LZ1（0.3+0.6）*2*（5.542-3.75-0.45）=2.4250A10-53异形柱钢模㎡83.33小计83.33KZ2a=（0.725*2+0.25*2+0.6*2）=3.15s=3.15*4.6=14.49㎡扣减重叠面积（0.6+0.5）*0.25*3*1=0.83KZ3a=（0.725+0.425+0.25*2+0.175+0.6）=2.425s=2.425*4.6*2=22.31㎡扣减重叠面积[（0.6+0.5）*0.25*3+（0.5+0.4）*0.25]*2=4.15KZ4a=0.575*2+0.45*2+0.25*2=2.55s=2.55*4.6*2=23.46㎡扣减重叠面积（0.6+0.5）*0.25*2*2=1.1KZ5a=0.725*2+0.475*2+0.25*2=2.9s=2.9*4.6*2=26.68扣减重叠面积[（0.5+0.4+0.6+0.4）+（0.5+0.4）*2]*2=7.4KZ6a=0.6+0.25*2+0.35+0.625+0.875=2.95s=2.95*4.6=13.57扣减重叠面积；（0.6*3+0.5）+（0.5*2+0.4）=3.794 51A10-122挑檐天沟木模板㎡58.18小计22.478+35.7=58.18③截面展开宽度b=0.1+0.05*4+0.25+0.15=0.7长度a=4.446*4+4.10*2+3.064*2=32.112s=0.7*32.112=22.478④截面b=0.2+0.05*4+0.2+0.1+0.1+0.25=1.05长度a=10.3+9.7+8.2+5.8=34s=1.05*34=35.752A10-126砼散水，坡道模板㎡42.275.95+36.32=42.2753A11-1综合脚手架㎡155.237同建筑面积54A11-16架子封席㎡241.6（15.6+14.1+0.5）*2*（3.55+0.45）=241.655A11-17外脚手架水平安全网㎡152.8（19.6+18.1+0.5）*2*2=152.856A11-6梁柱砼里脚手架㎡265.07（1.77+11.82+0.76+0.54+5.50）*13=20.39*13=265.0757A12-1垂直运输㎡155.27同建筑面积钢筋翻样计算表工程名称：某别墅建筑工程序号构件编号及位置钢筋名称类型直径根数单根长计算式单根长总长度总重量94 1KLL1,A轴、③-⑤梁底筋φ1626900-250+2*35*16777015.54上部筋φ1626900-250+2*35*16777015.54腰筋φ1226900-125-125-50+（15*2）*12696013.92单跨箍φ649根数=（6900+250-2*25）/150+1=49（250+500）*2=1500150073.5单跨s箍φ619根数=（6900+250-2*25）/400+1=19250-25*2+75*2=3503506.65吊筋φ142350+636.396*2+20*2*1421834.372KZ1，-1.6~3.55m柱竖筋φ1810（1600+3550）-25-35+300+12*18=56064.2756.06KZ1，-1.05~0m木层箍筋φ108根数=1050/140=8（250+500）*2+200+450+4*6.25*10=2400240019.2KZ1，0~3.55m木层箍筋φ821根数=（1000/140）+（2550-25）/200+1=21（250+500）*2+200+450+4*6.25*8=2350235049.353WB2横向底筋φ1241根数=600/150+1=413988+300+12.5*12=44384438181.99φ8268315216.1994 纵向底筋根数=（3988-250）/150+1=267975-60+300+12.5*8=8315横向面筋φ841根数=600/150+1=413988+300+450+90=48284828197.95纵向面筋φ826根数=（3988-250）/150+1=267975-60+450+90*2=85458545222.17横向底筋φ810根数=（1725-250）/150=103988+300+12.5*12=4438438843.88横向面筋φ810根数=（1725-250）/150=103988+300+450+90=4828482848.2894'