住宅楼建筑装饰工程预算书实例含工程量计算

工程量计算表工程名称：**小区9#楼建筑工程定额编号工程项目单位计算式工程量6-2基础底板垫层砼CC15M3A=（59.4++0.3*22+0.2**2）*（15.3++1.75**2+0.22*2）-（4.8+44.2-0..125-00.1-0..2*2）*（1.75-0.3）*2+（2.7+00.3*2++0.2*22）*（）=11440.39V=1140.339*0.11=114..04集水坑多出砼：11m*1m==2个△L=√12+12-1==0.4144L平均=1/22*（1+0.33*2+1**2+1.66）=2.6△V1=2.6*00.414**0.1*44*2=0..86污水坑多出砼：11m*0.9925m=11个1m*1mm=1个△L=√0.722+0..722-0..72=0..298LL平均1=1//2*[（0.9255+0.3**2）*2+0..72*2]]=2.2445L平均2=1//2*（1+0.33*2++00.72*22+1.6）=2.322△V2=2.2455*0.2998*0.11*2+2..32*0..298*00.1*2++2.32**0.2988*0.1**4=0.555∑V=114.044+0.866+0.555=115..45115.457-1垫层模板M2L垫外=（59.44+0.3**2+0.22*2）*2+（15.3++1.75**2+0.22*2）*2+（）*2+（1.75--0.3）*4=1667.7A=167.7**0.1=116.7716.776-58基础底板后浇带砼砼C35M3V=（15.3++1.75**2）*0.8**0.3=44.514.517-10基础底板后浇带模模板M2A=0.8*0..3*2=00.480.486-3H基础底板砼C300抗M3A=（59.4++0.3*22）*（15.3++1.75**2）-（）*（）*2+（2.7+0.3*22）*（）=11007.01V=1107.001*0.33=332..1集水坑多出砼：11m*1m==2个V1=1/3*11*[（1+0.33*2）*1.6++（1.6+11*2）*3.6++√1.62*3.62]]=7.099*2=144.18污水坑多出砼：11m*0.9925m=11个11m*1m==1个V2=1/3*00.72*[[（1+0.33*2）*（0.9255+0.3**2）+（1.6+00.72*22）*（1.5255+0.722*2）+√1.6*1.5225*3.004*2.9965]*1+11/3*0..72*[（1+0.33*2）*1.6++（1.6+00.72*22）*3.04+√1.62*3.0442]**1=7.887∑V=332.1++14.188+7.877-1*1**1*2-11*0.9225*0.772-1*11*0.722-4.511=346..25346.257-7基础底板模板M2L基外=（59.44+0.3**2）*2+（15.3++1.75**2）*2+（）*2+（）*4=1166.1A=166.1**0.3=449.83集水坑、污水坑：：A=1*44*1*2++（1*2+00.925**2）*0.722+1*4**0.72==13.655∑A=49.83++13.655-0.488+（15.3++1.75**2）*0.3**2（后浇带带侧面）=774.2874.286-25基础梁后浇带砼CC35M3V=0.4*0..5*0.88*2=0..320.327-40基础梁后浇带模板板M2A=0.8*（）*4=11.61.66-24基础梁砼C30M3共16根JL1=0.555*（1-0.33）*15.33*2=111.78A1=（1-0..3）*2*155.3*2==42.844JL2=0.555*（1-0.33）*15.33*1=5..89A2=（1-0..3）*2*155.3*1==21.422JL3=0.555*（1-0.33）*15.33*7=411.23A3=（1-0..3）*2*155.3*7==149.994JL4=0.555*（1-0.33）*15.33*4=233.56A4=（1-0..3）*2*155.3*4==85.688JL5=[0.44*（1-0.33）*（）+0.44*（）*（4.2*88+4.8**4-0.555*11--0.2755-0.25）]**2=21..89A5=[（1-00.3）*2*6..075+（）*2*446.2255]*2=1109.466∑V=104.355-0.322=104..03∑A=409.344104.037-27基础梁模板M2∑A=409.344-1.6++0.4*（）*4（后浇带带侧面）=4408.544408.54工程量计算表工程名称：**小区9#楼建筑工程定额编号工程项目单位计算式工程量6-2基础底板垫层砼CC15M3A=（59.4+0.33*2+0..2*2）*（15.3++1.75**2+0.22*2）-（4.8+44.2-0..125-00.1-0..2*2）*（1.75-0.3）*2+（2.7+00.3*2++0.2*22）*（1.65--0.3）=11400.39V=1140.339*0.11=114..04集水坑多出砼：11m*1m==2个△L=√12+12-1==0.4144L平均=1/2*（1+0.33*2+1**2+1.66）=2.6△V1=2.6*00.414**0.1*44*2=0..86污水坑多出砼：11m*0.9925m=11个1m*1mm=1个△L=√0.722+0..722-0..72=0..298LL平均1=1/22*[（0.9255+0.3**2）*2+0..72*2]]=2.2445L平均2=1/22*（1+0.33*2++00.72*22+1.6）=2.322△V2=2.2455*0.2998*0.11*2+2..32*0..298*00.1*2++2.32**0.2988*0.1**4=0.555∑V=114.044+0.866+0.555=115..45115.457-1垫层模板M2L垫外=（59.4+0.33*2+0..2*2）*2+（15.3++1.75**2+0.22*2）*2+（1.65--0.3）*2+（1.75--0.3）*4=1667.7A=167.7**0.1=116.7716.776-58基础底板后浇带砼砼C35M3V=（15.3+1.775*2）*0.8**0.3=44.514.517-10基础底板后浇带模模板M2A=0.8*0..3*2=00.480.486-3H基础底板砼C300抗M3A=（59.4+0.33*2）*（15.3++1.75**2）-（4.8+44.2-0..125-00.1）*（1.75--0.3）*2+（2.7+0.3*22）*（1.65--0.3）=11077.01V=1107.001*0.33=332..1集水坑多出砼：11m*1m==2个V1=1/3*11*[（1+0.33*2）*1.6+（1.6+11*2）*3.6++√1.62*3.62]]=7.099*2=144.18污水坑多出砼：11m*0.9925m=11个11m*1m==1个V2=1/3*00.72*[[（1+0.33*2）*（0.9255+0.3**2）+（1.6+00.72*22）*（1.5255+0.722*2）+√1.6*1.5225*3.004*2.9965]*1+11/3*0..72*[（1+0.33*2）*1.6+（1.6+00.72*22）*3.04+√1.62*3.0442]**1=7.887∑V=332.1++14.188+7.877-1*1**1*2-11*0.9225*0.772-1*11*0.722-4.511=346..25346.257-7基础底板模板M2L基外=（59.4+0.33*2）*2+（15.3++1.75**2）*2+（1.65--0.3）*2+（1.75--0.3）*4=1666.1A=166.1**0.3=449.83集水坑、污水坑：：A=1*44*1*2++（1*2+00.925**2）*0.722+1*4**0.72==13.655∑A=49.83++13.655-0.488+（15.3++1.75**2）*0.3**2（后浇带侧侧面）=74.22874.286-25基础梁后浇带砼CC35M3V=0.4*0..5*0.88*2=0..320.327-40基础梁后浇带模板板M2A=0.8*（00.8-0..3）*4=1..61.66-24基础梁砼C30M3共16根JL1=0.555*（1-0.3）*15.33*2=111.78A1=（1-0..3）*2*155.3*2==42.844JL2=0.555*（1-0.3）*15.33*1=5..89A2=（1-0..3）*2*155.3*1==21.422JL3=0.555*（1-0.3）*15.33*7=411.23A3=（1-0..3）*2*155.3*7==149.994JL4=0.555*（1-0.3）*15.33*4=233.56A4=（1-0..3）*2*155.3*4==85.688JL5=[0.44*（1-0.3）*（6.6-00.25-00.275）+0.4*（0.8-00.3）*（4.2*88+4.8**4-0.555*11--0.2755-0.25）]**2=21..89A5=[（1-00.3）*2*6..075+（0.8-00.3）*2*466.225]]*2=1009.46∑V=104.355-0.322=104..03∑A=409.344104.037-27基础梁模板M2∑A=409.344-1.6++0.4*（0.8-00.3）*4（后浇带侧侧面）=408..54408.54工程量计算表工程名称：**小区9#楼建筑工程定额编号工程项目单位计算式工程量6-17柱砼C30M3KZ1=4KKZ2=166KZ22a=8KZ3=117KZZ4=4KZ5=44KZ66=3共56根V=0.45*00.6*（4.2+114.4）*56=2281.233281.237-11柱模板M2A1=（0.455+0.6）*2*（4.2-00.05）*20+（2.1-00.25）*4.155*4=2005.01A2=（0.455+0.6）*2*（0.05++14.4）*56=11699.332A3=（0.455+0.6）*2*4..15*322-0.3**4.15**64-0..25*（4.2-00.6）*28-00.25*44.15*44=169..85∑A=2074.118②A1=（0..45+0..6）*2*（4.2-00.05）*20+（2.1-00.25）*4.155*4=2005.01A2=（0.455+0.6）*2*（0.05++14.4）*56=11699.332∑A=1904.3332074.181904.336-60墙后浇带砼C355M3V=0.8*0..25*（4.9-00.6）*2+0..8*0.33*（4.9-00.05）*2-0..8*1.447*0.33*2=3..343.347-26墙后浇带模板M2A=0.8*（44.9-0..6）*4+0..8*（4.9-00.05）*2+0..8*（4.9-00.05-00.15）*2-0..8*1.55*4+0..8*00.3*2==24.72224.726-36H墙砼C30抗M3L300=（599.4-00.45*112-0.115*2）*2=1007.4H=4..9-0.005=4.885L300′=（115.3-00.6*2--0.3*22）*2=277HH=4.2--0.05==4.15采光井：H=4.99-0.6==4.3L250=（6..6+4.22+0.3++0.1255）+（4.2*33+4.8**2+0.11*2）+（4.2*22+0.1225+0.33）+（59.4+00.3*2）+（1.75--0.3-00.25）*26+（2.7+00.3*2）+（1.65--0.3-00.25）*2=1339.15L200=（1..75-0..3-0.225）*2=2..4H=4..9-0.66=4.3V=107.4**4.85**0.3+227*4.115*0.33+139..15*0..25*4..3+2.44*4.3**0.2=3341.533扣门窗V=0.33*（1.47**1.47**24+1..17*1..47）=16.007（注意：要要扣的应该是是剪力墙的洞口，剪力力墙洞口有时时与门窗洞口口大小不同）∑V=341.533-16.007-3.334=3222.12+00.3*0..45*（4.9-44.2）*28=3324.777324.776-36墙砼C30M3楼梯间内墙：L2250=（6-0.33*2）*4=211.6HH=4.2--0.05==4.15V=21.6*00.25*44.15=222.4122.417-20墙模板注：①、②算法分别对应柱模模板。M2①外墙：L外1=（60-0..45*144）*2=1007.4H=4..9-0.005=4.885L外2=（15.9--0.6*44）*2=277H=4..2-0.005=4.115L里1=1077.4H=4..9-0.005-0.115=4.77L里2=27H=4..2-0.005-0.115=4大模板A1=1007.4*44.85+227*4.115-0.22*（4.9-00.6）*2+1007.4*44.7+277*4-（0.55--0.45）*0.77*28=11242.004大模板A2=11196.266（同第②种算法）大模板A3=1772.8（同第②种算法）大模板：∑A=1242.004+11996.26++172.88=26111.1-244.72+00.25*（4.9-00.6）*4+0..3*（4.9-00.05--0.15-1.5）*4（墙墙后浇带侧面面）=25944.52+00.45*（4.9-44.2）*28-00.25*（4.9-44.2）*26==2598..79普通模板：∑A=2598.779-（1.5*11.5*244+1.2**1.5）*2+1..5*3*00.3*244+（1.5*22+1.2）*0.3==2520..85②外墙：L外1=（59.4++0.3*22）*2-（0.25**26+0..2*2）=113..1H=4.99-0.6==4.3L外2=113.1++0.25**26+0..2*2=1120H==0.6-00.05=00.55L外3=（15.3+0.33*2）*2-0..25*2==31.3H=4..2-0.66=3.6L外4=31.3+00.25*22=31.88H==0.6-00.05=00.55L里1=59.4*22-0.455*24-00.15*44=107..4HH=4.9--0.05--0.15==4.7L里2=15.3*22+0.155*12+（0.3*22+0.455）*24--0.25**4=56..6H=44.2-0..05-0..15=4大模板A1=1113.1*44.3+1220*0.555+31..3*3.66+31.88*0.555+107..4*4.77+56.66*4-（0.55--0.45）*0.77*28=11411.772采光井：L外=[[（6.6+44.2+0..3-0.1125）+（4.2*33+4.8**2+0.11*2-0..125*22）+（4.2*22+0.30.25）*20+（2.7+00.3*2--0.1255*2）+（1.65--0.3-00.125）*2]*22-0.2**2-0..25*188=278..2大模板A2=2778.2*（4.9-00.6）=11966.26楼梯间内墙：L净净=（6-0.33*2）*4=211.6大模板A3=211.6*2**（4.2-00.05-00.15）=172..8大模板：∑-1..5）*4（墙后浇带带侧面）=27644.2+0..45*（4.9-44.2）*28-00.25*（4.9-44.2）*26=27768.477普通模板：∑A=2768.447-（1.5*11.5*244+1.2**1.5）*2+1..5*3*00.3*244+（1.5*22+1.2）*0.3==2690..53大模板2598.79普通模板2520.85大模板2768.47普通模板2690.536-36污水坑墙砼C300M3L中=（0.925+0..08）*2+（1+0.008*2）+（1+0.008）*2+（1+0.008*2）=6.499V=6.49*00.16*（4.9-44.15）+0.088*0.088*[（1-0.004*2）+（0.9255-0.044）*2+（1-0.004*2）+（1-0.004）*2]=00.810.817-20污水坑墙模板M2L1=（0.9225+0.116）*2+（1+0.116*2）+（1+0.116）*2+（1+0.116*2）=7.133L2=0.9255*2+1++1*3=55.85L3=（1-0..04*2）+（0.9255-0.044）*2+（1-0.004）*2+（1-0.004*2）=5.533L4=（0.9225-0.008）*2+（1-0.008*2）+（1-0.008）*2+（1-0.008*2）=5.211A=7.13*（4.9-44.15）+5.855*（4.9-44.15-00.08）+5.533*0.088+5.211*0.088=10.11310.136-89污水坑预制盖板砼砼C30M3V=（0.98*0.998+0.998*0.9904-33.14*00.34*00.34*22）*0.099=0.10.17-74污水坑预制盖板模模板M2A=（0.98*2+00.904**2）*0.099+0.988*4*0..09+2**3.14**0.34**2*0.009=1.0081.086-60女儿墙后浇带砼CC35M3V=[0.8*00.1*（0.9-00.06）+0.8**0.21**0.06]]*2=0..150.157-26女儿墙后浇带模板板M2A=0.8*（00.9-0..06）*4+0..8*（0.06**2+0.005+0.006）*2=3..063.066-36女儿墙砼C30M3L中1=（59.4+0.33*2-0..05*2）*2+（15.3++0.3*22-0.055*2）*2=1551.4L中2=（59.4+0.33*2+0..05-0..105）*2+（15.3++0.3*22+0.055-0.1005）*2=1551.58V=151.4**0.1*（0.9-00.06）+151..58*0..21*0..06=144.63-00.15=114.4814.487-20女儿墙模板M2A=151.4**（0.9-00.06）*2+1551.58**（0.06**2+0.005+0.006）=289..22-3..06+0..1*0.884*4+00.06*0.21**4（女儿墙后后浇带侧面）=286..55286.55定额编号工程项目单位计算式工程量6-62板后浇带砼C355M3A150=（6++2.1+66.6）*0.8==11.766A120=（6++2.1+66.6）*0.8**3+（2.1+66.6）*0.8==42.244V=11.76**0.15++42.244*0.122=6.8336.837-53板后浇带模板M2A=11.76++42.244=54546-29板砼C30M3-1层：A150有=3..15*（6+2.11+6.6）+3*144.7+（4.2-00.15-00.125）*14.77+（4.8-00.125--0.15）*14.7*2+（4.2-00.1*2）*（2.1+66.6）*2+（4.2-00.15-00.125）*14.77+（4.2-00.125**2）*14.7*2++（4.8-00.125**2）*14.77*2+（4.2-00.125--0.15）*（6-1.6）+（1.3-00.125）*（1.6-0.255）+（1.6-00.25）*（4.2-11.3-0..2-0.115）+（4.2-00.125--0.15）*（2.1+66.6）+（4.2-0.1225）*14.77=774..68V1=774.668*0.115=1166.2A1=774.6681层：A150有=（66.6-0..2）*（6+6.6）=80.664A120有=（66.6-0..2）*（2.7-00.3*2）+（59.4-6.6--0.2-00.3*7--0.25**4）*（15.3--0.3*22）-（4.2-0.1**2）*6*2--0.7*00.65-（1.3+00.2-0..125）*（1.6-00.25）-（4.2-00.125--0.2）*0.25=6889.81V2=80.644*0.155+689..81*0..12=944.87A2=80.644+689..81+（0.7+00.65）*0.122=770..612层：A150有=（66.6-0..2）*（6+6.6）=80.664A120有=（66.6-0..2）*（2.7-00.3*2）+（59.4-6.6--0.2-00.3*3--0.4*33-0.255*5）*（6.6+22.1）+6*（4.2++4.8-00.2-0..3-0.22+4.8++4.2*22-0.155-0.255*2）+（4.2-00.125--0.15）*6-0..65*0.7-0.255*（4.2-00.125--0.15）-（1.3+00.2-0..125）*（1.6-00.25）=587..27V3=80.644*0.155+587..27*0..12=822.57A3=80.644+587..27+（0.7+00.65）*0.122=668..073层：A150有=（66.6-0..15）*（6.6+6）=81.227A120有=（66.6-0..15）*（2.7-00.3*2）+（59.4-6.6--0.15--0.25**11）*（15.3--0.3*22）-6*（4.2-00.1*2）*2-0..7*0.77=698..59V4=81.277*0.155+698..59*0..12=966.02A4=81.277+698..59+0..7*3*00.12=7780.1114层：A150有=（66.6-0..15）*（6.6+6）=81.227A120有=（66.6-0..15）*（2.7-00.3*2）+（59.4-6.6--0.15--0.25**11）*（15.3--0.3*22）-0.7*0.8225-0.77*0.7==746.001V5=81.277*0.155+746..01*0..12=1001.71A5=81.277+746..01+（0.8255*2+0..7）*0.122+0.7**3*0.112=8277.81∑V=491.377-6.833=484..54∑A=3821.228484.547-41有梁板模板M2A=3821.228-54++（6+2.11+6.6）*0.155*2+144.7*0..12*3**2+（2.1+66.6）*0.122*2（后浇带侧面）=37844.363784.366-57H空调机板砼C300M3V=1.9*0..65*（26+300+25+335）*0.088=11.44611.467-64空调机板模板M2A=1.9*0..65*1116+（1.9+00.65*22）*0.088*116==172.996172.966-47雨罩砼C30M3以结构图为准：A1=（4.8++4.2-00.125--0.25--0.1）*（1.9-00.3-0..2）+（4.8-00.15-00.125）*（1.9-00.3-0..2）=118.27A2=（1.144+0.066）*（4.8-00.9*2）=3.6V=18.27**0.08++3.6*00.1+0..06（1.2*22+3-0..06*2）*0.155=1.8771.877-56雨罩模板M2A=18.27++3.6=221.8721.877-60雨罩立板模板M2A=（1.2*2+3）*0.255+（1.14**2+3-00.06*22）*0.155=2.1222.126-41楼梯砼C30M3A=（4.2-0.1**2）*（6+0.1）*2+（4.2-00.1*2）*（6+0.005）*2*3--3.4*11.4*2**4=1555.92155.927-54楼梯模板M2A=155.922155.926-17楼梯柱砼C30M3TZ1=0.3**0.3*（4.9-33.979）=0.088TZ2=0.255*0.355*（0.05++0.8144）*2=0..15∑V=0.230.237-11楼梯柱模板M2A=0.3*4**（4.9-33.979）+（0.25++0.35）*2*（0.05++0.8144）*2=3..183.18工程量计算表工程名称：**小区9#楼建筑工程定额编号工程项目单位计算式工程量二次结构-1层：6-89架空层现场预制盖盖板砼C30M3B10-5=（33+3*2++3）*2=244B10-7=5**24=1220B12-1=3**（13+8**6+9*44）+5*144+3*3**2*2=3397B12-2=1**（13+8**6+9*44）=97B12-7=4**（13+8**8+9*44）=452B15-1=5**2=10共计1100块V=0.086**（24+1220）+0.0557*3977+0.0557*97++0.1077*452++0.0688*10=889.5989.597-74预制盖板模板M2A1=[1/2**（0.46++0.49）*0.155*2+1..2*√0.152+0.01152*2]]*（120+224）=72.662A2=[1/2**（0.46++0.49）*0.08*2+11.5*√0.082+0.01152*2]]*（397+997）=158..17A3=[1/2**（0.46++0.49）*0.15*2+11.5*√0.152+0.01152*2]]*452==268.882A4=[1/2**（0.46++0.49）*0.08*2+11.8*√0.082+0.01152*2]]*10=33.69∑A=503.3503.34-32架空层地垄墙页岩岩砖240厚M3L10-7=（22.7-0..3*2）*16=333.6H=4.99-4.122-0.155=0.633L12-1、2==（6.6-00.25-00.275）*4+（4.2-00.55）*3*6+（4.8-00.55）*3*4++1.1255*8*2==159HH=0.7L12-2=（66.6-0..25-0..275）+（4.2-00.55）*7+（4.8-00.55）*4+（4.2-00.25-00.275）=52.33HH=4.4-4.122-0.088=0.2L12-7=（66.6-0..25-0..275）*4+（4.2-00.55）*4*8+（4.8-00.55）*4*4==209.11H=00.63L12-7=522.3H=4.44-0.155-4.122=0.133L15-1=（22.7-0..3*2）*11=223.1H=4.99-4.122-0.088=0.7V=0.24*（33.6**0.63++159*00.7+522.3*0..2+2099.1*0..63+522.3*0..13+233.1*0..7）=71.44371.43过梁砼C20M3L1=（1.2++0.3*22）*22=399.6L2=（0.9+00.3*2）*2=3L3=（1.2+00.3*2）*3=5..4V1=0.15**0.2*（39.6++3）=1.288V2=0.25**0.15**5.4=00.2∑V=1.448过梁模板M2A=（1.8*0.155*2+1..2*0.22）*22+（1.5*00.15*22+0.9**0.2）*2+（1.8*00.15*22+1.2**0.25）*3=200.94门抱框砼C20M3V1=0.1*00.2*（2.1*22*22+22*2*2）=2V2=0.1*00.25*22.1*2**3=0.332∑V=2.332门抱框模板M2A=（0.1*2+0..2）*（2.1*22*22+22*2*2）+（0.1*22+0.255）*2.1**2*3=445.83配筋带砼C20M3L1=（60-00.45*114）+（60-4..8*2-44.2-0..45*111）+2.1-（39.6++3）=54.445L2=4.8*22+4.2--0.45**3=12..45-5..4=7.005V1=0.05**0.2*554.45==0.54V2=0.05**0.25**7.05==0.09∑V=0.663配筋带模板M2A=0.05*22*（54.455+7.055）=6.155构造柱砼C20M3V=（0.2*0.2++0.05**2*0.22）*（4.2-00.05-00.5）*2=0..44构造柱模板M2A=（0.2+0.1**2）*2*3..65*2==5.84陶粒砌块框架间墙墙190厚M3H1=4.2-00.05-00.55=33.6L1=（6.6--0.3*22）*9+（6-0.33*2）*5=811H2=4.2-00.05-00.5=3..65L2=（6.6--0.15--0.2255）*2=122.45H3=4.2-00.4-0..55=3..25L3=（6-0..3*2）*3=166.2H4=4.4-00.05-00.5=3..85L4=（4.2**2+4.88-0.455*3）*2+（4.2*22-0.455*2）+（4.2*44+4.8--0.45**4-0.2225-0..15）（4.2*33+4.8--0.45**3-0.2225-0..15）+（2.7-00.3*2）=68.44H5=4.4-00.05-00.55=33.8L5=4.2*22+4.8**2-0.445*4=116.2H6=4.2-00.3=3..9L6=2.7-00.3*2==2.1V=0.19*（3.6*881+3.665*12..45+3..25*166.2+3..85*688.4+3..8*16..2）=135..77∑V=135.777-（1.28++2+0.554+0.444）-0.199*（1.1766*2.0888*19++1.1766*1.9888*2+00.876*2.088*22+1.188*2.099）=120..59陶粒砌块框架间墙墙240厚M3H=4.4-0..05-0..5=3.885L=4.8*2++4.2-00.45*33=12.445V=0.24*33.85*112.45--（0.2+00.32+00.09）-1.1776*2.0088*3**0.24==9.131层：过梁砼C20M3L300=（1..5+0.33*2）*33+（1.2+00.3*2）*1+（2.4+00.3*2）*3+（1.4+00.3*2）=82.11L200=（1..8+0.33+0.2225）+（0.9+00.3*2）+（0.9+00.3+0..2）*2+（0.9+00.3）*2+（1.2+00.6）*10+（1.55+0.6）*2+（1+0.6）*6+（1.8+00.6）=43.223V=0.4*0..15*[882.1-（2.4+00.3*2）*3-（1.4+00.3*2）]+0.33*0.155*[（2.4+00.3*2）*3+（1.4+0.3*2）]++0.2*00.15*443.23==6.59过梁模板M2L300=71..1LL300′=11L2000=43.223A1=2.1*（0.15**2+0.11）*33+11.8*（0.15**2+0.11）*1+1..5*0.33*33+11.2*0..3*1=443.65A2=3*0.115*2*33+2.4**0.3*33+2*0..15*2++1.4*00.3=5..88A3=2.3255*0.155*2+1..8*0.22+1.5**0.15**2+0.99*0.2++（1.4*00.15*22+0.9**0.2）*2+（1.2*00.15*2+0.9*0..2）*2+（1.8*00.15*22+1.2**0.2）*10+（2.1*00.15*22+1.5**0.2）*2+（1.6*00.15*22）+1*0.2）**6+（1.8*00.2+2..4*0.115*2）=18.779∑A=68.32门抱框砼C20M3V1=0.3*00.1*（2.4*22*3+2..1*2）=0.566V2=0.2*00.1*（2*2+22*2*5++2.1*22*10+22.1*2**2+2.11*2*6++2.1*22）=2.088∑V=2.64门抱框模板M2A=（0.1*2+0..3）*（2.4*22*3+2..1*2）+（0.1*22+0.2）*（2*2+22*2*5++2.1*22*10+22.1*2*2+2.1*22*6+2..1*2）=50.882配筋带砼C20M3L300=（600-0.455*14）*2+（15.9--0.6*44）*2=1334.4L300′=1334.4--82.1==52.3V1=0.05**0.3*（134.44+52.33）=2.8L200=（6..6-0.115-0.2225）+（5.4*33+3.2**2）+4+0..9+2.11+6*7++1.8+44*3+（4.2-00.45）*4+（4.2-0.2225-0.115）+（4.8-00.45）*3-433.23=880.27V2=0.05**0.2*880.27==0.8∑V=3.6配筋带模板M2A=0.05*22*（134.44+52.33+80.227）=26.77构造柱砼C20M3V1=（0.3**0.3+00.05*00.3*2）*[（3.55++0.05--0.45）*3+（3.55++0.05--0.55）]=1.55V2=（0.2**0.2+00.05*00.2*2）*（3.6-00.55）*7+（0.2*00.2+0..05*0..2*2）*（3.6-00.12）*5+（0.2*0.2++0.05**0.2*33）*（3.6-00.12）*3=3..06∑V=4.56构造柱模板M2A=（0.3+0.1**2）*（3.15**3+3.005*2）+（0.2+00.1*2）*3.055*7*2++（0.3*22+0.1**2）*3.488*5+（0.4+0.1**4）*3.488*3=511.85陶粒砌块框架间墙墙190厚M3H1=3.6-00.3=3..3L1=22.1H2=3.6-00.55=33.05L2==5.4*99+6*8==96.6H3=3.6-00.5=3..1L3==6.6-00.15-00.225==6.2255H4=3.6-00.4=3..2L4=（4.2-00.45）*13+22.25+（4.8-00.45）*6=777.1V=0.19*（3.3*22.1+3..05*966.6+3..1*6.2225+3..2*77..1）=111..57∑V=111.577-（1.3+22.08+00.8+3..06）-0.199*（1.8*22+0.9**2+1.117*2.0085*7++1.47**2.0855*2+1*2.1*66+1.777*2.0885*1）=94.777陶粒砌块框架间墙墙290厚M3H1=3.6-00.55=33.05LL1=60--0.45**13-4..8=49..35H2=3.6-00.85=22.75LL2=4.335H3=3.6-00.45=33.15LL3=600-0.455*14+115.9-00.6*4++6+5.44=78.66H4=3.6-00.3=3..3LL4=2.11V=0.29*（3.05**49.355+2.755*4.355+3.155*78.66+3.3**2.1）=120..93∑V=120.933-（5.29++0.56++2.8+11.5）-0.299*（1.47**1.77**33+1..17*1..77+2..37*2..385*33+1.337*2.0085）=79.553陶粒砌块内墙M3L=4.2-0..4+0.99+4.2--0.4+44.2+1..8+1.775+（4.2-00.4）*2+2..2+4.22=30.005V=0.19*330.05**（3.6-00.12）-0.9**2*0.119-1.22*2.1**3*0.119=18..092层：过梁砼C20M3L300=（1..5+0.33*2）*39=881.9V1=0.4*00.15*881.9=55.53L200=（1..8+0.33+0.2225）+（0.9+00.3*2）*1+（0.9+00.3）*2+（1.2+00.6）*6+（1+0.6）*8+（1.5++0.6）*2=344.03V2=0.2*00.15*334.03==1.02L200′=（00.9+0..3+0.22）+（1.2+00.6）*3+（1+0.6）=8.4V3=0.2*00.15*88.4=0..25∑V=6.8过梁模板M2A=2.1*（00.15*22+0.1）*39+11.5*0..3*39++2.3255*0.155*2+1..8*0.22+1.5**0.15**2+0.99*0.2++（1.2*0.155*2+0..9*0.22）*2+（1.8*00.15*22+1.2**0.2）*6+（1.6*00.15*22+1*0..2）*8+（2.1*0.15*2++1.5*00.2）*2+1..4*0.115*2+00.9*0..2+（1.8*00.15*22+1.2**0.2）*3+1..6*0.115*2+11*0.2=68.668门抱框砼C20M3V1=0.2*00.1*（2*2+22*2+2**2*2+22.1*2**6+2.11*2*8++2.1*22*2）=1.588V2=0.2*00.1*（2*2+22*2*3++2.1*22）=0.4∑V=1.98门抱框模板M2A=（0.1*2+0..2）*（2*2*77+2.1**2*17）=39.776配筋带砼C20M3L300=1344.4LL300′=134..4-81..9=52..5V1=0.05**0.3*（134.44+52.55）=2.8L200=6.2225+5..4*1+22.1+6**7+（4.2-00.45）*4+（4.2-00.15-00.225）+（4.8-00.45）*5-34.003=62..27V2=0.05**0.2*667.27==0.62L200′=2..1+1.88+4*3--8.4=77.5V3=0.05**0.2*77.5=0..08∑V=3.5配筋带模板M2A=0.05*22*（134.44+52.55+62.227+7.55）=25.667构造柱砼C20M3V1=1.5V2=（0.2**0.2+00.05*00.2*2）*（3.6-00.55）*7=1..46V3=（0.2**0.2+00.05*00.2*2）*（3.6-00.12）*4+（0.2*00.2+0..05*0..2*3）*（3.6-00.12）*4=11.81∑V=4.77构造柱模板M2A=（0.3+0.1**2）*（3.15**3+3.005）*2+（0.2+00.1*2）*3.055*2*7++（0.3*22+0.1**2）*3.488*44+（0.4+00.1*4）*3.488*4=511.85陶粒砌块框架间墙墙190厚M3H1=3.6-00.3=3..3L1=2..1H2=3.6-00.55=33.05L2=5..4*9+66*8=966.6H3=3.6-00.5=3..1L3=6..225H4=3.6-00.4=3..2L4=（4.2-00.45）*11+（4.2-00.15-00.225）+（4.8-00.45）**8+2+22.2=844.08V=0.19*（3.3*22.1+3..05*966.6+3..1*6.2225+3..2*84..08）=112..08∑V=112.088-（1.02++1.58++0.62++1.46）-0.199*（1.8*22+0.9**2*3+11.17*22.085**6+0.997*2.0085*8+1.47**2.0855*2）=98.667陶粒砌块框架间墙墙290厚M3H=3.6-0..45=3..15LL=（60-0..45*144+15.99-0.6**4）*2=1334.4V=3.15*1134.4**0.29==122.777∑V=122.777-（5.53++2.8+11.5）-0.299*1.477*1.777*39=883.51陶粒砌块内墙M3L=4+0.9++4.2*22+2.2++4*3=227.5V=0.19*227.5*（3.6-00.12）-（0.25++0.4+00.08+11.81）-0.199*（0.9*22+1.2**2*3+11*2.1）=13.5533层：（同二层，门门窗稍有不同同）过梁砼C20M3V=6.8过梁模板M2A=68.68门抱框砼C20M3V=1.98门抱框模板M2A=39.76配筋带砼C20M3V=3.5配筋带模板M2A=25.67构造柱砼C20M3V=4.77构造柱模板M2A=51.85陶粒砌块框架间墙墙190厚M3V=83.51陶粒砌块框架间墙墙290厚M3V=98.67陶粒砌块内墙M3V=13.534层：过梁砼C20M3L300=（1..5+0.33*2）*40=884V1=0.45**0.15**84=5..67L200=（1..2+0.66）*7+（1+0.6）*16+（1.5+00.6）*2+（0.8+00.6）*1=433.8V2=0.2*00.15*443.8=11.31∑V=6.98过梁模板M2A=2.1*（00.15*22+0.1）*40+11.5*0..3*40++（1.8*00.15*22+1.2**0.2）*7+（1.6*00.15*22+1*0..2）*16+（2.11*0.155*2+1..5*0.22）*2+1..4*0.115*2+00.8*0..2=70..38门抱框砼C20M3V=0.2*0..1*（2.1*22*7+2..1*2*116+2.11*2*2++1.8*22）=2.177门抱框模板M2A=（0.1*2+0..2）*108..6=43..44配筋带砼C20M3L300=1344.4*2--84=1884.8V1=0.05**0.3*1184.8==2.77L200=6.2225*2++（4.2-00.45）*13+（4.2-00.15-00.225）*2+（4.8-00.45）*8-433.8=599.85V2=0.05**0.2*559.85==0.6∑V=3.37配筋带模板M2A=0.05*22*（184.88+59.885）=24.447构造柱砼C20M3V1=（0.3**0.3+00.05*00.3*2）*（3.65--0.45）*4=1..54V2=（0.2**0.2+00.05*00.2*2）*[（3.65--0.5）*2+（3.65--0.55）*10]==2.24∑V=3.78构造柱模板M2A=（0.3+0.1**2）*2*3..2*4+（0.2+00.1*2）*2*（3.15**2+3.11*10）=42.664陶粒砌块框架间墙墙190厚M3L200=5.44*12+66*10=1124.8H=33.65-00.55=33.1L200′=（660-0.445*14）*2-（4.2-00.45）=103..65H==3.65--0.4=33.25V=0.19*（124.88*3.1++103.665*3.225）-（1.31++2.17++0.6+22.24）-0.199*（1.17**2.0855*7+0..97*2..085*116+1.447*2.0085*2++0.77**1.77）=120..37陶粒砌块框架间墙墙290厚M3L300=1344.4H=33.65-00.45=33.2V=134.4**0.29**3.2-（5.67++2.77++1.54）-0.299*1.477*1.777*40=884.56楼梯间：陶粒砌块内墙M3L=3.2*2++1.2*22=8.8H=4.99+14.44-0.122=19.118V=8.8*199.18*00.19=332.07--4.6（GZ）+1.3**0.19**（3.6-00.12）（一层）=28.333构造柱砼C20M3V=（0.2*0.2++0.05**0.2*22）*19.118*4=44.6构造柱模板M2A=[（0.2++0.1）*2+0..1*2]**19.188*4=611.38食梯：陶粒砌块内墙M3V=（1.075+1..85+1..15）*0.199*（0.02++10.8--0.12）-0.199*0.8**0.95**3=7.885台阶砼M3V=台阶模板M2A=水平投影面积花池M3V=楼梯间顶层模板超超高：H1=114.4-110.75H2=144.4-8..734=55.666平均H=4.66-33.6-0..12=0..94（1个超高）6-26过梁砼C20M3∑V=1.39+66.59+66.8*2++6.98==28.56628.567-38过梁模板M2∑A=19.98++68.322+68.668*2+770.38==296.004296.046-20门抱框砼C20M3∑V=2.18+22.64+11.98*22+2.177=10.99510.957-17门抱框模板M2∑A=43.52++50.822+39.776*2+443.44==217.33217.36-26配筋带砼C20M3∑V=0.61+33.6+3..5*2+33.37=114.5814.587-38配筋带模板M2∑A=6.12+226.7+225.67**2+24..47=1008.63108.636-20构造柱砼C20M3∑V=0.44+44.56+44.77*22+3.788+4.6==22.92222.927-17构造柱模板M2∑A=5.84+551.85++51.855*2+422.64+661.38==265.441265.414-42陶粒砌块框架间墙墙190厚M3∑V=124.355+94.777+98..67*2++120.337=5366.83536.834-43陶粒砌块框架间墙墙240厚M3∑V=9.139.134-44陶粒砌块框架间墙墙290厚M3∑V=79.53++83.511*2+844.56=3331.111331.114-38陶粒砌块内墙M3∑V=18.09++13.533*2+288.33+77.85=881.3381.33注：还应计算采光井上矮墙的工程量。工程量计算表工程名称：**小区9#楼建筑工程定额编号工程项目单位计算式工程量建筑面积M2S1=60*155.9=9554S=60*15..9*5-（4.2*22+4.8**2-0.11*2）*（6+0.33+0.1）=46566.084656.0815-6脚手架M2A=4656.0084656.08（15-2）*2单层建筑脚手架66m以上每增1mM2A=（4.2*2+4..8*2+00.1*2）*（6+0.33*2）=120..12120.1216-5大型垂直运输机械械使用费M2A=4656.0084656.0818-9工程水电费M2A=4656.0084656.081-1场地平整M2A=1.4*9554=13335.61335.61-25机械挖土方运距25kmM3-0.2**2-0.88*2）*（1.75--0.3）*2+（2.7+00.3*2++0.2*22+0.8**2）*（1.65--0.3）=12777.11L=（59.4+0.33*2+0..2*2+00.8*2）*2+（15.3++1.75**2+0.22*2+0..8*2）*2+（1.65--0.3）*2+（1.75--0.3）*4=1774.1V1=1277..11*（5.36--0.45）+174..1*0.77*（5.36--0.45）=68688.99集水坑V2=144.18+77.87+00.55+00.86=223.46∑V=6892.4456892.451-7回填土M3H=5.26-00.45=44.81A=（59.4+0.33*2+0..076*22）*（15.3++1.75**2+0.0076*2）-（4.8+44.2-0..125-00.1-0..076*22）*（1.75--0.3）*2+（2.7+00.3*2++0.0766*2）*（1.65--0.3）=11199.65V=1119.665*4.881=53885.52∑V=6892.445-53885.52--115.445（垫层）-22.005（集水坑）=13699.431369.431-21回填土回运1kmmM3V=1369.4431369.43（1-22）*9回填土回运9kmmM3V=1369.4431369.43B-1购土费M3V=1369.4431369.431-57打钎拍底M2A=1140.3391140.39工程量计算表工程名称：**小区9#楼装饰工程定额编号工程项目单位计算式工程量外墙装饰3-24外墙抹底灰M2东：L外=15.9+0..05*2==16A=16*（155.3+0..45）-1.477*1.777*2+[（0.7-00.1）*2+1..5+0.22]*0.11*2*2++0.2*00.1*2**2+1.44*2*00.3=2448.88西：L外=16A=16*（155.3+0..45）-1.477*1.777*20+（2.9*00.1*2**20+0..2*0.11*2*200）+1.355*0.3**2+（1.9*0.6*2+00.6*0..08*2）*16+11.4*2**0.3=2252南：L外=60+0.055*2=600.1A=60.1*（15.3++0.02++0.3）-1.477*1.777*72+22.9*0..1*2*772+2.3376*633+1.355*0.3++0.2*00.1*2*72=946..16北：窗井L外=（6.6+44.2+0..3+0.1125）+（4.2*33+4.8**2+0.11*2）+（4.2*22+0.1225+0.33）1.4**4=48..05外墙L外=60.1A=48.05**0.3+660.1*（15.3++0.02）+（4.8+44.2-0..125-00.1）*2*（0.45--0.02）-（1.47**1.77*52+1.177*1.777+1.477*1.177*6+2..37*2..385*33+1.377*2.0885）+2.9**0.1*22*58+（0.6*22+1.2+0.2）*0..1*2+00.2*0..1*2*559+2.3376*399=904..37∑A=2351.4412351.413-31外墙涂料M2A=2351.441+0.111*（1.5*22+1.8**2）*（2+20++72+522）+0.111*（1.2+11.8）*2+0..11*（1.2*22+1.5*2）**6+0.11*（2.4+22.4*2）*3+0..1*（1.4+22.1*2）=24644.35（还应减雨罩、台台阶、花池等等构件所占墙墙面的面积）2464.356-3平开木门M2A=0.676**1.7888*2+0..776*22.088**10+0..776*11.788**1+0.8876*2..088*55+0.9776*2.0088*288+1.176*1..988*22+1.1776*2.0088*488+1.4776*2.0088*6==227.224227.246-75木质防火门M2A=1.18*22.09*33=7.47.46-77防火玻璃M2A=0.45*00.4*3==0.540.546-106闭门器个N=3*2=66B-1顺序器个N=33B-2合页付N=4*3=122126-102执手锁个N=102+3==1051056-34双玻铝合金推拉窗窗M2A=1.47*11.77*1146+1..47*1..47*233+1.477*1.477*1+1..47*1..17*6++1.17**1.47**1+1.117*1.777*1+0.885*1..17（门联窗中中的窗）=446..89446.896-26铝合金平开门M2A=2.37+22.385**3+1.337*2.0085+0..885*22.085==21.66621.666-114门窗填充剂后塞口口M2A=227.244+7.4++446.889+21..66=7003.19703.1911-1木门油漆M2A=227.244+7.4==234.664234.647-70硬木靠墙扶手（成成人）ML=1.2*3++3.2*88=29.2229.27-70硬木靠墙扶手（儿儿童）ML=29.229.211-12木扶手油漆ML=29.2*22+24=882.482.47-30钢管护窗栏杆M2A=（1.1-0.155）*4*2**3=22..822.87-64木扶手ML=4*2*3==2424建4-63水泥砂浆板通风道道ML=0.02+114.4=114.4214.4210-85屋面出气孔个N=1110-93屋面出人孔个N=1110-2拖布池个N=121210-7洗衣池个N=6610-64大理石洗漱台ML=2.4+1..8+1.995*4=1121210-79镜子M2A=10（估计）1010-9厕所隔断间N=7+3*4==191910-8小便器隔断间N=3+2*4==111110-17淋浴隔断间N=444-66地下一层板底100厚聚苯板M2A=6.1*（660-0.33*2-0..4-0..3-0.225*7-00.25**4）-4*6**2-0.225*3.9925-0..2*1.335+2.11*（60-0..3*2-0.3*2--0.25**11）+6.7*（60-0..3*4-00.25*111）=785..28785.28（4-67）*55地下一层板底100厚聚苯板M2A=785.288785.284-58外墙聚苯板外保温温50厚M2东：A=15.9*（0.45++15.3--0.06）-1.477*1.777*2+0..1*（0.7*22+1.5++0.2*22）*2=2444.93西：A=15.9*（0.45++15.3--0.06）-1.477*1.777*20-11.9*0..08*166+0.1**3.3*220+2.88*（4.1-00.45）-1.17*1..47+0..6*3.665=2100.9南：A=60*（0..45+155.3-0..06）-1.477*1.777*72-11.9*0..08*633+0.1**3.3*772+（60-0..25*144-0.2）*（4.1-0.455）-1.477*1.477*14=9946.377北：A=60*（0..45+155.3-0..06）-（1.47**1.77**52+1..17*1..77+1..47*1..17*6++2.37**2.3855*3+1.37*2.0085）-1.9**0.08**39+0..1*3.33*52+00.1*（0.7*22+1.2++0.2*44）+0.1*（0.7*22+1.5++0.2*4）*6+（11.2225+222.4+8..825-00.25*112-0.22）*（4.1-00.45）-1.477*1.477*10=9911.422∑A=2311.5512311.5112-10吊顶脚手架搭拆M2A=108.588108.58（12-11）*55吊顶脚手架租赁M2A=108.588108.58（12-12）*33吊顶脚手架搭拆超高3个M2A=108.588108.58（12-13）*33*5吊顶脚手架租赁M2A=108.588108.5812-6内墙脚手架搭拆ML=47.847.8（12-7）*5内墙脚手架租赁ML=47.847.8（12-8）*3内墙脚手架搭拆超高3个ML=47.847.8（12-9）*3**5内墙脚手架租赁ML=47.847.812-6内墙脚手架搭拆ML=42.8+3318.7++126.88+58+55.8+288=580..1580.1（12-7）*5内墙脚手架租赁ML=580.1580.17-36不锈钢栏杆ML=0.35+00.95+22.3+1..6+2.99+3.7++1.9+00.3+3..45+3..6=21..0521.051-196大理石台阶M2A=2.1*（44.025++3.45）+2.6775*2.22=21.558（还应计算算垫层、砼台台阶或砖台阶阶等构件）21.581-203水泥坡道M2A=1.4*3..15+3**1.6+11.4*2++2.45**1.4=115.44（还应计算算垫层等）15.441-212砼散水M2图纸不详13-1垂直运输费工日人工工日之和（软软件汇总）另外，花池、台阶阶旁0.45高平台、雨雨罩抹灰、采采光井内侧抹抹灰等均应计计算工程量计算表工程名称：**小区9#楼装饰工程定额编号工程项目单位计算式工程量楼8C-1地下一层：储藏间间1-14水泥砂浆找平层M2A净=（6+0.1）*[[（6.6-00.1）+（4.8-00.1-0..15）+（4.2-00.15-00.1）+（4.2-00.1*2）*2+