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1、别墅工程土建装饰工程量计6栋1368.78M2建筑面积M2高度M设计单位Xxxxx建筑设计研究院门面积1甲供）M2内门MI=I=I.54、M2=2=352M3=2=3.96、M4=3=6.6tf-15.62M2夕卜门M5=2=3.52,M6=1=2.8.M7=3=5.94介计12.34M2窗面积（甲供）M273.475CI=2=1.76、C2=2=l8C3=1=0.96?C4=l=1.32xC5=l=0.765?C6=l=0.45,7=1=1.44C8=l=4.005xC9=l=1.92CIO=I=4.62、门联窗（甲供）M211.76MQl=I=5.28、MQ2=1=6.48场地平整M211
2、8.32根底挖土M3201.5616.3*11.4=185.82M2-(3.5*5.1=17.85+)=167.97M2*1.2=曹底钎探M2105.65回填土M3120.94碎垫层IoOMMC15M311.33167.97M2-(3.2M2-3.9M2-2.9I-0.82-1.53-9.74-3.34-12.645=38.085M2)=129.885M2-16.62=113.265*0.1=根底碎墙20厚M317.79880.9Ml.l=88.99M2*0.2=外墙加气砌块M33.645.2M*3.5=18.2M2*0.2=3.64M3内墙加气块砌体M336.93一层27.1*3.35=90
3、.785M2-5.36M2=85.43*0.2=17.09M3,:层34*3.15=107.1M2-7.9M2=90.2M2*0.2=19.84M3条形根底底板C30M331.69113.265M2-(38.085*0.1*2=7.617M2)=105.648M2*0.3=独立根底3个M34.652,2*2.2*3=14.52M2*0.5=7.26M3-条形根底0.888-0.924-0.792=框架柱C30=3个M31.876Zl=I个0.4*0.4*3.35=0.536M3、Zll=I个=0.4*0.2*3.35=0.268乂3、Z3=I=0.2*0.2*3.35=0.134M3计0.93
4、8M3*2=异型柱M312.734.51M*6.8M=63.648M20.2=现浇板C30M349.801+-0板138M2+20.453+3.645M2-l7.85M2=144.238M2*0.1225=17.67M3一层81.98M2*0.15=12.297m3+51.54*0.1=5.154M3=133.52M2*O.1307=17.447M3二层21.85M2+49.92M2=71.77*0.15=10.77M3+39.24*0.1=3.924M3=14.684M3=111.01M20.132=14.684M3合计面积338.768M2、碎外墙20厚C20M331.1952.88M*6
5、.8=359.584M2-W73.475M2-门联窗11.76-外门12.34=262.01M2*0.2=52.42-异性柱12.73-梁8.554碎内墙20厚C20M310.888*6.8=54.4M2*0.2=门框柱M30.636*2.1*2*0.25*0.1=号工程名称B户型单位数量计算公式过梁M30.925*0.18*0.2=0.9框架梁C30M38.554+-0处31.65*0.2*0.25=1.583M3、4.7*O.25*O.3=O.353M32.4*0.2*0.3=0.144M3,层19.2*0.2*0.55=2.112M3、27.9*0.2*0.3=1.674M3、7.7*0
6、.2*0.27=0416M3二层10.7*(),2*0.4=0.856M3x21.8*0.2*0.3=1.308M3、2.7*O.2*().2=O.1()8M3,介计128.75M、C计险8.554M3楼梯M212.222.6*4.7=12.22M2零星碎M33女儿墙碎M32坡道M30.821.35*4.05=5.47M2、素土夯实0.82M3、3:7灰土().82乂3、栏杆5.4M台阶M229.6229.62M2*0.15=4.443M3素土夯实4.443M3、3:7灰土8.88M3、25厚石材面层32.62M2散水M217.5850厚细石25.12*0.7=17.58M2、素上夯实2.64
7、M3、3：7灰264M3、卵石厚浆2.64M3、300厚回填土5.27M3、沥青厚缝28.63M屋面珍珠岩找坡M36.9155.55M2-11.248+7.02-25.5+11.81=137.93M2*0.05=6.9M3屋面水泥浆找平层M2137.93改性沥青防水两道M2137.93屋面挤塑保温板90号M312.41水泥砂浆保护层M2137.93外墙抹灰M2282.21外墙保温层外墙涂料M2内墙抹灰M2740.06卫生间内墙面砖M3柱子抹灰M218.2无.梁腻子、M2102.4顶棚腻子M2202.89228.13-25.24雨水管M13.62趟水嘴个4号工程名称B户型单位数量计算公式卫生间地
8、面防水M226.223.9+8.05+5.52+8.75、立面防水M312.84细石碎找坡M326.22找平层M226.22地面细石垫层M2202.89202.89*0.05钢梯T0.8木板踏步板M22.630.25*1.5*7=2.63M2排水沟25.IlMM32.7625.11MXO.5X0.3=挖土：5.02M3、素上夯实12.56M2、碎垫层和沟壁2.76乂3、抹灰26M2水沟盖板M212.6铸铁篦子25.11*0.5=12.6M2止水带M20.510以内钢筋T3.8620以内钢筋T16.8820以上钢筋T0.1墙加固筋T1.1钢筋工程量钢筋计算公式06.5/M08010$12$14S
9、16$18$20$22$25合计根底碎墙20厚88.99M2609711472162条形根底底板C30105.648M2528839独立根底3个145柱A9=HAlO=KAll=I,Zl=I框架柱C30=3个A5=KA6=kA7=kAS=I异性柱AE、A2三8.A3=kA4=l935303065142102现浇板0Oo.,I44238M2一层I33.52M2二层1I11M23337777540467碎外墙20厚C20262.01SM但252.79N214035393539硅内墙20厚C20上算门框柱100100过梁I(X)I(M)框架梁C301920185024210902405830楼梯11
10、0110合计733878()1422730831155143224016030理论重量0.2600.3950.6170.8881.211.5822.472.983.854合计T1913468877827371398226248039589合计3.6616.080.089合计*5%3.8616.880.1墙体加固筋1.1别墅预算书预算总价汇总表表号专业工程施工图预算合计1建筑工程（住宅）3717852装饰装修工程322833给排水工程91164电气设备安装工程173415采暖工程16071A各专业工程预算计价汇总446596B总承包效劳费（含税）0C专业工程暂估价合计0D暂列金额工程合计0预算总
11、价（A+B+C+D：陆拾捌万贰仟柒佰柒拾肆元整0施工图预算土建汇总表序号费用工程名称计算公式金额1施工图预算计价合计Z（工程量X编制期预算基3717852其中：人工费41974419743举措工程预算计价（一）合计Z举措工程（一）金额260984其中：人工费185418545举措工程预算计价（二）合计Z（工程量X编制期预算基889466其中：人工费31434314347规费(2+4+6)*1.00*0.4421332738利润(1+3+5+11)*0.075390089其中：施工装备费(1+3+5+)*0.021040210税金(1+3+5+8)*0.03511962511含税总计1+3+5+8+10578735单位m2工程量167.97单价3.39合价m2105.652.49m3201.5616.92m3120.9410.97m311.33466.38m32.1421.39m340.57364.31m34.65464.05m331.69457.91m31.
