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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+
12、8+10578735单位m2工程量167.97单价3.39合价m2105.652.49m3201.5616.92m3120.9410.97m311.33466.38m32.1421.39m340.57364.31m34.65464.05m331.69457.91m31.876528.01m312.73551.12m30.9560.12m359.797524.49m356.355482.1m30.63534.92m212.22132.29m33603.09m32535.21m229.6287.37m217.5841.36m28.634.81m30.82513.05m37.903129.45692
13、63341013275284885147802158145119917016504313632716933716171809107025887271384211023序号编号工程名称11-1人工平整场地21-21槽底钎探31-33挖土机挖自卸汽车运一般土（运距在Ikm以内）41-58人工回填土51-79混凝土根底垫层（厚度在Ie）Cm以内）63-9砌页岩标砖墙（现场搅拌砂浆）73-45砌加气砌块墙（现场搅拌砂浆）84-5现浇钢筋混凝土独立根底94-3现浇混凝土无梁式带形根底104-21现浇混凝土矩形柱114-23现浇混凝土异形柱（L、T、十）124-30现浇混凝土过梁134-33现浇混凝土直形
14、墙（墙厚20Cm以内）144-40现浇混凝土有梁板154-50现浇混凝土门框164-48现浇混凝土直形整体楼梯174-55现浇混凝土零星构件184-32现浇混凝土直形女儿墙（墙厚IOCm以内）194-60现浇混凝土台阶204-6250mm现浇混凝土散水（水泥砂浆面层20mm）214-65散水沥青砂浆嵌缝224-66现浇混凝土坡道231-62台阶、散水、坡道面垫层下素土夯实（包括15Om运士）m312.343192.952382m32.64259.16684m35.2790.09475t3.866052.4323362t16.886285.52106100t0.16000.79600t0.556
15、091.53350t0.555615.63089t610610.2763662个5210.75559m2137.9311.111532m2148.9397.614536m13.658.52796个240.5881个214.4629个257.04114个212.2625个46.426m36.9226.981566m312.411286.4515965m2137.9311.111532t0.89520.697617m31.26470.3593m31.5521.54782m25.119.28233m31.256130.52164241-703:7灰土根底垫层251-77散水毛石灌浆根底垫层2620-
16、56人工还填散水草皮种植土274-122现浇混凝土圆钢筋（D10以内）284-124现浇混凝土螺纹钢筋（D20以内）294-125现浇混凝土螺纹钢筋1D20以外）304-128现浇混凝土加固筋314-129墙体加固钢筋324-150预埋铁件33C4-153电渣压力焊焊接钢筋接头347-1屋面抹1:3水泥砂浆找平层（在填充材料上，厚2cm）357-21屋面铺SBS改性沥青防水卷材36377-54UPVC雨水管（直径16Omm）387-62UPVC雨水斗397-69UPVe弯头407-71UPVC短管417-70DlOO铅丝网球427-72阳台出水口438-169屋面现浇1:10水泥珍珠岩保温隔热
17、找坡448-175屋面聚苯乙烯泡沫塑料板保温隔热457-1屋面抹1:3水泥砂浆找平层（在填充材料上，厚2cm）保护层466-83踏步式钢扶梯制作安装4710-3现浇钢筋混凝土水沟底4810-4现浇钢筋混凝土水沟壁491-10人工挖一般土管沟（深度LOm以内、管径100mm以内）1-61根底垫层下素土夯实（包括15Om运土）5010-20混凝土井（池）井盖、池壁水泥砂浆抹面516-102钢算子制作安装m22617.740.169439.734611510363099.05*0.001363363.1计算公式金额人工费材料费160.00*30+363099.05*0.0187115901854.3
18、99735.5653404*0.02106801068.0853404*0.015340534.04(313568.80+0.00+0.00)*0.0412543012542.75土建举措费表（一）序号工程名称计算说明1平安文明施工举措费现场总面积x30元+直接工程费x1.87%2冬季施工降效相应人工费和机械费x2%3雨季施工费相应直接工程费X1%4二次搬运举措费材料费x4.00%竣工验收存档资料编制5费直接工程费X010%二）单位工程量单价合价座11798.171798台班30229.136874m2228.138.681980m311.3372.17818m331.6941.41312m3
19、4.6578.7366m31.846445.34822m30.9413.36372m32842.461685m359.797448.4726817m356.355536.6430242m212.22141.711732m33.63722.422622m229.6229.35869m217.583.6865m30.8244.9637m32.7649.95138m347.6715.66747m3129.3318.862439工日228.132.76630台次0.25724.271145m2228.1310.122309m2138.58.491176m2387.85.031951土建举措费表（序号编
20、号工程名称111-2钢筋笼子排水井，集水井制作（井深在4m以内）211-7抽水机抽水（DNlOO泥浆泵）312-7搭拆多层建筑综合脚手架（混合结构,檐高20m以内）413-1支拆现浇混凝土垫层模板513-5支拆现浇钢筋混凝土无梁式带形根底模板613-8支拆现浇钢筋混凝土独立根底模板713-18支拆现浇混凝土矩形柱模板（断面周长18m以内）813-30支拆现浇混凝土过梁模板913-32支拆现浇混凝土直形墙模板（墙厚IOCm以内）1013-33支拆现浇混凝土直形墙模板（墙厚20Cm以内）1113-45支拆现浇混凝土有梁板模板（板厚IoCm以内）1213-54支拆现浇混凝土直形整体楼梯模板1313-
21、59支拆现浇混凝土门框模板1413-66支拆现浇混凝土台阶模板1513-67支拆现浇混凝土散水模板1613-68支拆现浇混凝土坡道模板1713-183支拆钢筋混凝土地沟底模板1814-3混凝土泵送费（0.00以下）1914-4混凝土泵送费（000以上、标高70m以内）2015-1建筑物垂直运输（檐高20m以内）2116-15履带式挖掘机场外包干运费（1m3以内）2217-1多层建筑混合结构超高工程附加费（檐高30m以内）2312-55挑出式平安网2412-56建筑物垂直封闭平安网单价汇总量合价平米量平米价64014.447.21356.23845.945280.6137.70.685125.8
22、30.0030.1147.281.3623840.290.356616.8337.798.93873729.990.433716.3537011.44334234.020.050218.5668.86.324435.090.02771.910.34374.6092127.371.64210.560.355419.4021896.7923.75588.315001.1271563.550.00492.470.283250.19910.0514.24713.9968.828.40611954.340.12458.5774.432.8257210.320.01240.92土建材料费表专业类别编号名称
23、规格A工2综合工/二类工A工3综合工/三类工A工5综合工/（二类工）A工6综合工/（三类工）A料O预拌混凝AC15A料O种植土A料1水泥A料1水泥A料10页岩标砖/240*115*53A料17白灰A料19黄土A料21砂子7518.9911424.330.08326.24688.823599.960.03872.6370.575.4395383.870.02381.684.3826.5309116.2113504.90.11630.5180168.812280.7459.263.4210.6467675.210.04672.960.752.61.950.01140.013705.62652081
24、.810.02479.13330.610.013.3172820.900.01400182.052320.798319.218.55056.660605151025648.426.5638225.7985129.55.072290.0222112.4380.051261.610.00021.15A料21砂子tA料25石子1925tA料28毛石tA料73石油沥青/#10kgA料82C-NK-M-3卷材m2A料93珍珠岩m3A料95石棉垫个A料149预拌混凝土AC15m3A料150预拌混凝土AC20m3A料152预拌混凝AC30m3A料181铁件kgA料186钢筋/D10以内tA料187钢筋/D1
25、0以外t92092.4817.639670.0773403.685143.930.1045537.540.00052.3657200.0745426.140.00031.875238.490.8484442.240.003719.475468.020.1696927.380.00074.078.6888.6783769.730.38873.376.652.3947345.810.22971.526.210.31.860.00130.016.04241.05391455.971.05676.389.14218.280.00880.086.41328.6042106.351.44049.237.7
26、622.62175.530.09920.779.0448433.920.21041.95220.7A料198螺纹钢/D20以内tA料199螺纹钢/D20以外tA料238脚手架钢管tA料264钢材/踏步式扶梯tA料270钢材/算子tA料298铁钉kgA料299镀锌铁丝/D0.7kgA料303镀锌铁丝/D2.8kgA料304镀锌铁丝/D4kgA料309铅丝网球/D100出气罩个A料310电焊条kgA料312焊剂kgA料318带帽螺栓kg3.639.710435.250.04260.156.796.798346.160.02980.26.870.79855.490.00350.027.040.821
27、35.780.00360.037.681104.5878483.234.841937.196.240.18251.140.00080.017.12644.41444588.232.824820.117.12570.76074063.822.501917.811676.93.7876350.420.016627.8416100.0913146.990.00040.64441.509666.420.00660.2940.41.373655.490.0060.249.370.47364.440.00210.02A料321卡箍膨胀螺栓/160A料335直角扣件A料336回转扣件A料337对接扣件A料3
28、38组合钢模板A料342底座A料343零星卡具A料344钢支撑A料346木模板A料347木脚手板A料350排水管检查口/160A料351排水管伸缩节/160A料367稀料14.2612.7832182.290.0560.83.284.25613.960.01870.0617.811.865633.230.00820.150.627.99924.960.03510.0232.840.41213.530.00180.067.568.9546517.160.30232.273.930.91173.580.0040.026.546.1940.480.02710.181.99166.0362330.41
29、0.72781.4512659.4101012.534140.054955.4911.9444.4308530.50.19482.339.470.888.330.00390.042.99407.191217.51.78495.34A料370防锈漆kgA料403氧气m3A料404乙焕气m3A料405滑石粉kgA料415密封胶kgA料426汽油/#90kgA料429油漆溶剂油/#200kgA料430苇席m2A料433草袋/840*760m2A料449聚苯乙烯泡沫塑料板/1000*500*50m3A料456平安网3m*6mm2A料458硬塑料管/50kgA料460尼龙布m26.2207.855912
30、88.710.91115.6526.3814.4296380.650.06331.6718.562.0237.490.00890.165.842.0211.80.00890.0548.22.0297.360.00890.4310572.925541.462540.181746.358.530.696260.920.13461.14623.970.060537.750.00030.1724.3110.7908262.320.04731.15939.140.6087571.650.00272.51516.362.83841465.640.01246.42620.320.0849.630.00040
31、.22498.975.40762698.230.023711.83A料463水m3A料477UPVC雨水管/口160mA料478UPVC雨水斗/160带罩个A料479UPVC弯头/90。个A料480UPVC短管个A料3801加气混凝土块/300*600*175200m3A料3809模板铁件kgA机1推土机台班A机3电动夯实机2062Nm台班A机6挖掘机台班A机24汽车式起重机5t台班A机30制作吊车台班A机36载货汽车6t台班637.693.821624370.016810.68125.161.167146.060.00510.6485.850.1311.160.00060.0589.983.
32、7867340.730.01661.491804.461.6893047.730.007413.3635.874.6196165.710.02020.7342.692.7238116.280.01190.5123.76.425152.270.02820.6725.882.320960.060.01020.2637.540.01660.620.0001083.460.13611.350.00060.05218.97306569.10.131528.889.188.485756.690.03723.32A机39自卸汽车A机40机动翻斗车1tA机49灰浆搅拌机/20OLA机50灰浆搅拌机/40OLA
33、机53混凝土输送泵车75m3hA机55钢筋调直机/D40A机56钢筋切断机/D40A机57钢筋弯曲机/D40A机61木工圆锯机/D500A机65木工压刨床/单面600A机71台式钻床/D35A机83泥浆泵/DN100A机86交流弧焊机32kVA121.011.694204.990.00740.9189.440.3973.880.00170.3292.50.0524.810.00020.0274.2227.76962061.060.12179.03314.140.14445.240.00060.2A机88对焊机75kVAA机90电渣焊机/10OoAA机91电焊机/制作A机92电焊机/安装A机110金属结构下料机金额322831339128491438122730366903632163948320装饰工程施工图计价汇总表序号费用工程名称施工图预算计算公式1计价合计其中：人工费Z（工程量X编制期预算基2举措工程预算计价（一）价)133913合计其中：人工费举措Z举措工程（一）金额14384工程预算计价（二）合计Z（工程量X编制期预算基5其中：人工费价)3036规费利润税金含税总计(2+4+6)*1.00*0.44217(2+4+6)*0.248(1+3+5+7+8)*0.03519
