广联达算量套价实例-XX小区cuyu.docx

工程量计计算表工程名称称：广泉泉小区99#楼建建筑工程程定额编号号工程项目目单位计算式工程量6-2基础底板板垫层砼砼C155M3A=（559.44+0.3*22+0.2*22）*（15.3+11.755*2+0.22*2）-（4.88+4.2-00.1225-00.1-0.22*2）*（1.775 -0.33）*2+（2.77+0.3*22+0.2*22）*（1.665-00.3）=11140.39V=11140.39*0.11=1114.004集水坑多多出砼：1m*1m=2个L=12+12 -11=0.4144 L平均均=1/2*（1+00.3*2+11*2+1.66）=2.6V1=2.66*0.4144*0.1*44*2=0.886污水坑多多出砼：1m*0.9925mm=1个个 11m*11m=11个L=0.7722+0.7222 -0.772=00.2998 LL平均1=1/22*（0.9925+0.33*2）*2+0.772*22=22.2445 L平平均2=1/22*（1+00.3*2+0.772*22+1.6）=2.32V2=2.2245*0.2298*0.11*2+2.332*00.2998*00.1*2+22.322*0.2988*0.1*44=0.55V=1114.04+0.886+00.555=1115.445115.457-1垫层模板板M2L垫外=（59.4+00.3*2+00.2*2）*2+（15.3+11.755*2+0.22*2）*2+（1.665-00.3）*2+（1.775 -0.3）*4=1677.7A=1667.77*0.1=116.77716.7776-588基础底板板后浇带带砼C335M3V=（115.33+1.75*2）*0.8*00.3=4.5514.5117-100基础底板板后浇带带模板M2A=0.8*00.3*2=00.4880.4886-3HH基础底板板砼C330抗M3A=（559.44+0.3*22）*（15.3+11.755*2）-（4.88+4.2-00.1225-00.1）*（1.775-00.3）*2+（2.77+ 00.3*2）*（1.665-00.3）=11107.01V=11107.01*0.33=3332.11集水坑多多出砼：1m*1m=2个V1=11/3*1*（1+00.3*2）*1.6+（1.66+1*2）*3.6+1.662*3.62 =7.009*22=144.188污水坑多多出砼：1m*0.9925mm=1个个 1mm*1mm=1个个V2=11/3*0.772*（1+00.3*2）*（0.9925+0.33*2）+（1.66+0.72*2）*（1.5525+0.772*22）+1.66*1.5255*3.04*2.9965 *1+1/33*0.72*（1+00.3*2）*1.6+（1.66+0.72*2）*3.004+1.662*3.0422 *11=7.87V=3332.1+114.118+77.877-1*1*11*2-1*00.9225*00.722-1*1*00.722-4.51=3466.255346.257-7基础底板板模板M2L基外=（59.4+00.3*2）*2+（15.3+11.755*2）*2+（1.665-00.3）*2+（1.775-00.3）*4=1666.1A=1666.11*0.3=449.883集水坑、污污水坑：A=11*4*1*22+（1*22+0.9255*2）*0.72+1*44*0.72=13.65A=449.883+113.665-00.488+（15.3+11.755*2）*0.3*22（后浇浇带侧面面）=774.22874.2286-255基础梁后后浇带砼砼C355M3V=0.4*00.5*0.88*2=0.3320.3227-400基础梁后后浇带模模板M2A=0.8*（0.88-0.3）*4=1.661.66-244基础梁砼砼C300M3共16根根JL1=0.555*（1-00.3）*155.3*2=111.778A1=（1-00.3）*2*15.3*22=422.844JL2=0.555*（1-00.3）*155.3*1=55.899A2=（1-00.3）*2*15.3*11=211.422JL3=0.555*（1-00.3）*155.3*7=441.223A3=（1-00.3）*2*15.3*77=1449.994JL4=0.555*（1-00.3）*155.3*4=223.556A4=（1-00.3）*2*15.3*44=855.688JL5=0.4*（1-00.3）*（6.66-0.25-0.2275）+0.4*（0.88-0.3）*（4.22*8+4.88*4-0.555*111-00.2775-0.225）*22=211.899A5=（1-00.3）*2*6.0075+（0.88-0.3）*2*46.2255*22=1009.446V=1104.35-0.332=1104.03A=4409.34104.037-277基础梁模模板M2A=4409.34-1.66+0.4*（0.88-0.3）*4（后后浇带侧侧面）=4088.544408.54 工 程 量 计 算 表工程名称称：广泉泉小区99#楼建建筑工程程定额编号号工 程程 项项 目目单位计 算 式工程量6-2基础底板板垫层砼砼C155M3A=（559.44+0.3*22+0.2*22）*（115.33+1.75*2+00.2*2）-（4.8+44.2-0.1125-0.11-0.2*22）*（11.755 -0.33）*22+（22.7+0.33*2+0.22*2）*（1.65-0.33）=111400.399V=11140.39*0.11=1114.004集水坑多多出砼：1m*1m=2个L=12+12 -11=0.4144 L平均均=1/2*（11+0.3*22+1*2+11.6）=2.66V1=2.66*0.4144*0.1*44*2=0.886污水坑多多出砼：1m*0.9925mm=1个个 11m*11m=11个L=0.7722+0.7222 -0.772=00.2998 LL平均11=1/2*（0.9255+0.3*22）*22+0.72*2=2.2245 L平平均2=1/22*（11+0.3*22+00.722*2+1.66）=22.322V2=2.2245*0.2298*0.11*2+2.332*00.2998*00.1*2+22.322*0.2988*0.1*44=0.55V=1114.04+0.886+00.555=1115.445115.457-1垫层模板板M2L垫外=（599.4+0.33*2+0.22*2）*2+（115.33+1.75*2+00.2*2）*2+（11.655-0.3）*2+（11.755 -0.3）*4=1167.7A=1667.77*0.1=116.77716.7776-588基础底板板后浇带带砼C335M3V=（115.33+1.75*2）*0.88*0.3=44.5114.5117-100基础底板板后浇带带模板M2A=0.8*00.3*2=00.4880.4886-3HH基础底板板砼C330抗M3A=（559.44+0.3*22）*（115.33+1.75*2）-（4.8+44.2-0.1125-0.11）*（11.755-0.3）*2+（22.7+ 00.3*2）*（1.65-0.33）=111077.011V=11107.01*0.33=3332.11集水坑多多出砼：1m*1m=2个 V1=11/3*1*（1+0.33*2）*1.66+（11.6+1*22）*33.6+1.662*3.62 =7.009*22=144.188污水坑多多出砼：1m*0.9925mm=1个个 1mm*1mm=1个个V2=11/3*0.772*（1+0.33*2）*（0.9255+0.3*22）+（11.6+0.772*22）*（11.5225+00.722*2）+1.66*1.5255*3.04*2.9965 *1+1/33*0.72*（11+0.3*22）*11.6+（1.6+00.722*2）*3.004+1.662*3.0422 *11=7.87V=3332.1+114.118+77.877-1*1*11*2-1*00.9225*00.722-1*1*00.722-4.51=3466.255346.257-7基础底板板模板M2L基外=（599.4+0.33*2）*2+（115.33+1.75*2）*2+（11.655-0.3）*2+（11.755-0.3）*4=1166.1A=1666.11*0.3=449.883集水坑、污污水坑：A=11*4*1*22+（11*2+0.9925*2）*0.772+11*4*0.772=113.665A=449.883+113.665-00.488+（115.33+1.75*2）*0.33*2（后后浇带侧侧面）=74.2874.2286-255基础梁后后浇带砼砼C355M3V=0.4*00.5*0.88*2=0.3320.3227-400基础梁后后浇带模模板M2A=0.8*（00.8-0.33）*44=1.61.66-244基础梁砼砼C300M3共16根根JL1=0.555*（11-0.3）*15.3*22=111.788A1=（11-0.3）*2*115.33*2=42.84JL2=0.555*（11-0.3）*15.3*11=5.89A2=（11-0.3）*2*115.33*1=21.42JL3=0.555*（11-0.3）*15.3*77=411.233A3=（11-0.3）*2*115.33*7=1499.944JL4=0.555*（11-0.3）*15.3*44=233.566A4=（11-0.3）*2*115.33*4=85.68JL5=0.4*（11-0.3）*（6.6-00.255-0.2755）+00.4*（0.8-00.3）*（4.2*88+4.8*44-0.55*11-0.2275-0.225）*2=21.89A5=（1-0.33）*22*6.0755+（00.8-0.33）*22*466.2225*2=1109.46V=1104.35-0.332=1104.03A=4409.34104.037-277基础梁模模板M2A=4409.34-1.66+0.4*（00.8-0.33）*44（后浇浇带侧面面）=4408.54408.54 工 程 量 计 算 表工程名称称：广泉泉小区99#楼建建筑工程程定额编号号工 程程 项项 目目单位计 算 式工程量6-177柱砼C330M3KZ1=4 KZ22=166 KKZ2aa=8 KZZ3=117 KZ44=4 KZZ5=44 KKZ6=3 共556根V=0.45*0.66*（44.2+14.4）*56=2811.233281.237-111柱模板M2 A1=（00.455+0.6）*2*（44.2-0.005）*20+（2.1-00.255）*44.155*4=2055.011A2=（00.455+0.6）*2*（00.055+144.4）*56=16999.332A3=（0.445+00.6）*2*4.115*332-00.3*4.115*664-00.255*（44.2-0.66）*228-00.255*4.15*4=1169.85A=220744.188 AA1=（00.455+0.6）*2*（44.2-0.005）*20+（2.1-00.255）*44.155*4=2055.011A2=（00.455+0.6）*2*（00.055+144.4）*56=16999.332A=119044.33320744.18819044.3336-600墙后浇带带砼C335M3V=0.8*00.255*（44.9-0.66）*22+0.8*00.3*（4.9-00.055）*22-0.8*11.477*0.3*22=3.343.3447-266墙后浇带带模板M2A=0.8*（44.9-0.66）*44+0.8*（44.9-0.005）*2+00.8*（4.9-00.055-0.15）*2-00.8*1.55*4+0.88* 0.33*2=24.7224.7726-366H墙砼C330抗M3L3000=（559.44 -00.455*122-0.15*2）*2=1107.4 HH=4.9-00.055=4.85L3000=（115.33-0.6*22-0.3*22）*22=277 H=4.22-0.05=4.115采光井： H=4.99-0.6=44.3L2500=（66.6+4.22+0.3+00.1225）+（4.2*33+4.8*22+0.1*22）+（44.2*2+00.1225+00.3）+（599.4 +0.33*2）+（1.75-0.33-0.25）*26+（2.7+00.3*2）+（1.65-0.33-0.25）*2=1139.15L2000=（11.755-0.3-00.255）*22=2.4 H=44.9-0.66=4.3V=1007.44*4.85*0.33+277*4.15*0.33+1339.115*00.255*4.3+22.4*4.33*0.2=3341.53扣门窗VV=0.3*（11.477*1.47*24+1.117*11.477）=116.007（注注意：要要扣的应应该是剪剪力墙的的 洞口，剪剪力墙洞洞口有时时与门窗窗洞口大大小不同同）V=3341.53-16.07-3.334=3322.12+0.33*0.45*（4.9-44.2）*28=3244.777324.776-366墙砼C330M3楼梯间内内墙：LL2500=（66-0.3*22）*44=211.6 H=4.22-0.05=4.115V=211.6*0.225*44.155=222.41122.4417-200墙模板注：、算法分分 别别对应柱柱模板。M2外墙：L外11=（660-00.455*144）*22=1007.44 H=4.99-0.05=4.885 L外外2=（115.99-0.6*44）*22=277 H=4.22-0.05=4.115 L里里1=1107.4 H=44.9-0.005-00.155=4.7 L里里2=227 H=44.2-0.005-00.155=4大模板AA1=1107.4*44.855+277*4.15-0.22*（44.9-0.66）*22+1007.44*4.7+227*44-（00.555-0.45）* 0.77*288=12242.04大模板AA2=111966.266（同第第种算法法）大模板AA3=1172.8（同同第种算法法）大模板：A=112422.044+11196.26+1722.8=26111.11-244.722+0.25*（4.9-00.6）*4+00.3*（4.9-00.055 -00.155-1.55）*44（墙后后浇带侧侧面）=25994.552+00.455*（44.9-4.22）*228-00.255*（44.9-4.22）*226 =25998.779普通模板板：A=225988.799-（11.5*1.55*244+1.2*11.5）*2+11.5*3*00.3*24+（1.5*22+1.2）*0.33=25520.85外墙：L外11=（559.44+0.3*22）*22-（00.255*266+0.2*22）=1113.1 HH=4.9-00.6=4.33L外2=1133.1+0.225*226+00.2*2=1120 H=0.66-0.05=0.555L外3=（155.3+0.33*2）*2-00.255*2=31.3 HH=4.2-00.6=3.66L外4=31.3+00.255*2=31.8 H=0.66-0.05=0.555L里1=59.4*22-0.45*24-0.115*44=1007.44 HH=4.9-00.055-0.15=4.77L里2=15.3*22+0.15*12+（0.3*22+0.45）*24 -0.25*4=556.66 H=44.2-0.005-00.155=4大模板AA1=1113.1*44.3+1200*0.55+31.3*33.6+31.8*00.555+1007.44*4.7+556.66*4 -（00.555-0.45） *0.77*288=14411.72采光井：L外=（66.6+4.22+0.3-00.1225）+（4.2*33+4.8*22+0.1*22-0.1255*2）+（4.2*22+0.3 -0.1255）+（559.44+0.3*22-0.1255*2）+（1.75-0.33-0.1255）*88+（11.755-0.3- 0.225）*20+（2.7+00.3*2-00.1225*22）+（11.655-0.3-00.1225）*2*2-00.2*2- 0.225*118=2278.2大模板AA2=2278.2*（44.9-0.66）=111966.266楼梯间内内墙：LL净=（66-0.3*22）*44=211.6大模板AA3=221.66*2*（4.2-00.055-0.15）=1722.8大模板：A=114111.722+11196.26+1722.8=27880.778-224.772+00.255*（44.9-0.66）*44+0.3*（44.9-0.005-00.155 -11.5）*4（墙墙后浇带带侧面）=27664.22+0.45*（4.9-44.2）*28-0.225*（44.9-4.22）*226 =27768.47普通模板板：A=227688.477-（11.5*1.55*244+1.2*11.5）*2+11.5*3*00.3*24+（1.5*22+1.2）*0.33=26690.53大模板25988.799普通模板板25200.855大模板27688.477普通模板板26900.5336-366污水坑墙墙砼C330M3L中=（00.9225+00.088）*22+（11+0.08*2）+（1+0.008）*2+（11+0.08*2）=6.449V=6.49*0.116*（44.9-4.115）+0.008*00.088*（11-0.04*2）+（0.9255-0.04）*2+（11-0.04*2） +（1-0.004）*2=0.8810.8117-200污水坑墙墙模板M2L1=（00.9225+00.166）*22+（11+0.16*2）+（1+0.116）*2+（11+0.16*2）=7.113L2=00.9225*22+1+1*33=5.85L3=（11-0.04*2）+（0.9255-0.04）*2+（11-0.04）*2+（11-0.04*2）=5.553L4=（00.9225-00.088）*22+（11-0.08*2）+（1-0.008）*2+（11-0.08*2）=5.221A=7.13*（4.9-44.155）+55.855*（44.9-4.115-00.088）+55.533*0.08+5.221*00.088=100.13310.1136-899污水坑预预制盖板板砼C330M3V=（00.988*0.98+0.998*00.9004 -3.114*00.344*0.34*2）*0.009=00.10.17-744污水坑预预制盖板板模板M2A=（00.988*2+0.9904*2）*0.009+00.988*4*0.009+22*3.14*0.334*22*0.09=1.0081.0886-600女儿墙后后浇带砼砼C355M3V=00.8*0.11*（00.9-0.006）+0.88*0.21*0.006*2=00.1550.1557-266女儿墙后后浇带模模板M2A=0.8*（00.9-0.006）*4+00.8*（0.06*2+00.055+0.06）*2=33.0663.0666-366女儿墙砼砼C300M3L中1=（599.4+0.33*2-0.005*22）*22+（115.33+0.3*22-0.05*2）*2=1151.4L中2=（599.4+0.33*2+0.005-00.1005）*2+（115.33+0.3*22+0.05-0.1105）*2=1151.58V=1551.44*0.1*（00.9-0.006）+1511.588*0.21*0.006=114.663-00.155=144.48814.4487-200女儿墙模模板M2A=1551.44*（00.9-0.006）*2+1151.58*（0.06*2+00.055+0.06）=2899.222-3.06+0.11*0.84*4+00.066* 00.211*4（女女儿墙后后浇带侧侧面）=2866.555286.55定额编号号工 程程 项项 目目单位计 算 式工程量6-622板后浇带带砼C335M3A1500=（66+2.1+66.6）*0.88=111.766A1200=（66+2.1+66.6）*0.88*3+（2.1+66.6）*0.88=422.244V=111.766*0.15+42.24*0.112=66.8336.8337-533板后浇带带模板M2A=111.766+422.244=544546-299板砼C330M3-1层：A1500有=33.155*（66+2.1+66.6）+3*114.77+（44.2-0.115-00.1225）*14.7+（44.8-0.1125-0.115）*14.77*2+（4.2-00.1*2）*（2.1+66.6）*2+（44.2-0.115-00.1225）*14.7+（44.2-0.1125*2）*14.7*22+（44.8-0.1125*2）*14.7*22+（44.2-0.1125-0.115）*（6-1.66）+（11.3-0.1125）*（1.66-0.25）+（1.6-00.255）*（44.2-1.33-0.2-00.155）+（44.2-0.1125-0.115）*（2.1+66.6）+（4.2-00.1225）*14.7=7774.68V1=7774.68*0.115=1116.2A1=7774.681层：A1500有=（66.6-0.22）*（66+6.6）=80.64A1200有=（66.6-0.22）*（22.7-0.33*2）+（599.4 -6.6-00.2-0.33*7-0.225*44）*（115.33-0.3*22）-（4.2-00.1*2）*6*22-0.7*00.655-（11.3+0.22-0.1255）*（11.6-0.225）-（4.2-00.1225-00.2）*0.225=6689.81V2=880.664*00.155+6889.881*00.122=944.877A2=880.664+6689.81+（0.7+00.655）*00.122=7770.6612层：A1500有=（66.6-0.22）*（66+6.6）=80.64A1200有=（66.6-0.22）*（22.7-0.33*2）+（599.4 -6.6-00.2-0.33*3-0.44*3-0.225*55）*（66.6+2.11）+6*（44.2+4.88-0.2-00.3-0.22+4.8+44.2*2-00.155-0.25*2）+（4.2-00.1225-00.155）*66-0.65*0.7-0.225*（44.2-0.1125-0.115）-（1.3+00.2-0.1125）*（1.6-00.255）=5587.27V3=880.664*00.155+5887.227*00.122=822.577A3=880.664+5587.27+（0.7+00.655）*00.122=6668.0073层：A1500有=（66.6-0.115）*（6.6+66）=881.227A1200有=（66.6-0.115）*（2.7-00.3*2）+（599.4 -6.6-00.155-0.25*11）*（155.3-0.33*2）- 6*（4.2-00.1*2）*2-00.7*0.77=6998.559V4=881.227*00.155+6998.559*00.122=966.022A4=881.227+6698.59+0.77*3*0.112=7780.114层：A1500有=（66.6-0.115）*（6.6+66）=881.227A1200有=（66.6-0.115）*（2.7-00.3*2）+（599.4 -6.6-00.155-0.25*11）*（155.3-0.33*2）-0.7*0.8825-0.77*0.7=7746.01V5=881.227*00.155+7446.001*00.122=1001.771A5=881.227+7746.01+（0.8255*2+0.77）*00.122+0.7*33*0.12=8277.811V=4491.37-6.883=4484.54A=338211.288484.547-411有梁板模模板M2A=38821.28-54+（6+2.11+6.6）*0.115*22+144.7*0.112*33*2+（2.1+66.6）*0.112*22（后浇浇带 侧侧面）=37884.33637844.3666-577H空调机板板砼C330M3V=1.9*00.655*（226+330+225+335）*0.008=111.44611.4467-644空调机板板模板M2A=1.9*00.655*1116+（11.9+0.665*22）*00.088*1116=1172.96172.966-477雨罩砼CC30M3以结构图图为准：A1=（44.8+4.22-0.1255-0.25-0.11）*（11.9-0.33-0.2）+（4.8-00.155-0.1255）*（11.9-0.33-0.2） =188.277A2=（11.144+0.06）*（4.8-00.9*2）=3.66V=188.277*0.08+3.66*0.1+00.066（1.2*22+3-0.006*22）*00.155=1.871.8777-566雨罩模板板M2A=188.277+3.6=221.88721.8877-600雨罩立板板模板M2A=（11.2*2+33）*00.255+（11.144*2+3-00.066*2）*0.115=22.1222.1226-411楼梯砼CC30M3A=（44.2-0.11*2）*（6+0.11）*22+（44.2-0.11*2）*（6+0.005）*2*33-3.4*11.4*2*44=1555.992155.927-544楼梯模板板M2A=1555.992155.926-177楼梯柱砼砼C300M3TZ1=0.33*0.3*（44.9-3.9979）=0.008TZ2=0.225*00.355*（00.055+0.8144）*22=0.15V=00.2330.2337-111楼梯柱模模板M2A=0.3*44*（44.9-3.9979）+（0.25+0.335）*2*（00.055+0.8144）*22=3.183.188 工 程 量 计 算 表工程名称称：广泉泉小区99#楼建建筑工程程定额编号号工 程程 项项 目目单位计 算 式工程量二次结构构-1层：6-899架空层现现场预制制盖板砼砼C300M3