结算工程计算表

梁工程量计算表项目名称梁体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用)(计抹灰用)每增一米1C20砼梁及模板KL110.250.601.7717.112.9514.1617.11KL210.250.601.7616.972.9314.0416.9710.250.6018.45178.3530.75147.60178.359.83#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!序号件数计算数据长度计算式12.80-0.50*2[柱]12.80-0.50*2[柱]-(0.20-0.10)[梁]123编制人:第1页2019/9/19梁工程量计算表项目名称梁体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用)(计抹灰用)每增一米序号件数计算数据长度计算式#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!编制人:第2页2019/9/19梁工程量计算表项目名称梁体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用)(计抹灰用)每增一米序号件数计算数据长度计算式#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!编制人:第3页2019/9/19建筑装饰工程备注名称说明长(m)宽(m)高厚(m)#VALUE!#VALUE!1平整场地1246.44平方2人工挖沟槽土方9.80立方ZJ119.803回填土夯实9.80立方模板砼4C10砼垫层及模板11.100.74ZJ113.102.400.101.100.74模板砼5C25砼基础及模板4.082.55ZJ112.902.200.404.082.55砼模板6C25砼基础梁及模板0.8810.56JKL1（1轴）10.200.500.8810.567M10浆砌砖基础0.24立方A/1柱基上10.24模板砼柱顶面积8C25砼柱及模板4.480.440.63Z1-040.350.450.704.480.440.63净长模板砼梁底模板9C25砼梁及模板12.401.012.282KL1-P11.5-0.180.200.401.320.110.262KL1-1，2111-0.9250.200.4511.080.912.02厚度砼模板10C25砼板及模板12.02120.202B10.1014.12141.15扣梯间-10.10-2.10-20.9511C25砼楼梯2.63立方梯斜板TB121.01梯斜板TB221.01TL122.900.200.300.17平台22.901.400.100.41步级三角形10.02楼梯模板20.95平方楼梯不锈钢扶手11.10米厚度砼模板12C25砼雨蓬板及模板梯顶10.100.909.0013C10砼地坪厚1001141.15扣柱-1-1.3120.20*12.20合计合计合计序号工程项目及位置件数计算数据工程量合计（2.90+0.60）*（2.20+0.60）*1.00合计10.0-1.202.50*4.70+2.50*3.68合计合计17.50*7.50+6.60*1.50合计（（0.65+0.5）*0.4+（1.05+0.8）*0.3）*0.24合计(2.34^2+2.25^2)^0.5[斜长]*1.20*0.1311.10(0.25*0.16)/2*1.20(2.34^2+2.25^2)^0.5[斜长]*1.20*0.13（6.10+2.90）*2*0.5017.50*7.50+6.60*1.500.35*0.45*5+0.35*0.50*32.50*4.70+2.50*3.68编制人:第4页2019/9/19建筑装饰工程备注名称说明长(m)宽(m)高厚(m)#VALUE!#VALUE!序号工程项目及位置件数计算数据工程量合计139.84平方厚度14地坪填石渣垫层10.2027.97立方15现浇构件圆钢制安Ф10内kg16现浇构件螺纹钢制安Ф25内kg17现浇构件箍筋制安Ф10内kg18M10浆砌砖基础墙顶面积19M5浆砌180砖外墙8.002.63一层1/A~D116.0-1.400.183.9510.382.63扣-12.000.181.50-0.54扣M-13.300.183.10-1.84墙顶面积20M5浆砌120砖外墙二层2/A~D117.500.122.455.152.10墙顶面积21M5浆砌180砖内墙合计13.764.07一层A~B/1~213.5+5-0.50.184.005.761.44一层1/A~D116.0-1.400.183.9510.382.63扣-12.000.181.50-0.54扣M-13.300.183.10-1.84墙顶面积22M5浆砌120砖内墙合计3.220.91一层卫生间15.00+2.600.124.003.650.91扣M2-20.900.122.00-0.4323砖砌栏板高度=1.00142.00米24M10浆砌砖檐头12.22立方25浆砌砖台阶15.55平方26砖砌零星砌体雨蓬梯顶外围10.71平方27砖砌化粪池19.00立方化粪池钢筋2812.5内外墙综合脚手架合计286.40平方1254.40梯间顶132.00（17.50+7.50）*2-5.10-2.90（1.50+6.50+9.0+1.50）*0.24*0.50（1.50+6.50+9.0+1.50）*0.30（1.50*2+6.50）*0.12*0.20+（6.1+3.9）*2*0.12*0.20139.842.50*2.00*1.80（17.50+9.00）*2*（0.30+4.50）（5.1+2.9）*1.40+（5.1+2.9）*2.60合计编制人:第5页2019/9/19建筑装饰工程备注名称说明长(m)宽(m)高厚(m)#VALUE!#VALUE!序号工程项目及位置件数计算数据工程量29里脚手架4.5M一层1141.15平方30里脚手架基本层二层，梯间1146.04