工程量计算书模板.doc

'工程量计算书编制人：审核人：许茜编制日期：可编辑word,供参考版！ 工程量计算表共29页第1页序号分部分项工程名称部位与规格单位计算式计算结果一土石方工程1人工挖土方底部面积m³(56.24+0.0)×(14.64+0.6)1929.464顶部面积m³（56.84+2.05）×（15.24+2.05）1018.208总挖方量m³1/3×2.05×（866.242+1018.208+）1929.4642平整场地10m³（56.24+4）×（12.24+4）97.830二基础工程1基础垫层m³[(2.6+1.6)×1.72+(3.5+2.6+5+3.3+0.8)×(3.9+2.7+1.6)-(2.7-0.8)×0.6+(3.7+1.6)×1.8+(3.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3+0.8)×(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)×1.5+(1.8+1.5+6)×(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)×7.8+7.29×(1.8+2.7+1.8+6+7.8+1.6)]×0.1154.4582筏板基础m³[2.6×1.72+（3.5+2.6+5+3.3+3）×（2.7+1.8+2.7+3.9）+3.7×1.8-2.7×0.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×（6+1.5+1.8）+（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×7.8+（1.8+2.7+1.8+6+7.8）×7.29]×0.6773.523三砌筑工程1地下室填充墙m³152.930地下室门窗㎡M10201×2×3162GC06050.65×0.5×123.9GC08050.8×0.5×62.4可编辑word,供参考版！ 工程量计算表共29页第2页序号分部分项工程名称部位与规格单位计算式计算结果GC09050.9×0.5×41.8GC12051.2×0.5×21.2GC15051.5×0.5×53.75GC18051.8×0.5×10.9240mm填充墙m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×2-0.4-0.3+1.22+11-0.3×2-0.4×2+6.6-0.48-0.4-0.3）×0.24×1.4+（0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+7.2-0.3-0.12）×0.24×4.392.609190mm填充墙m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3）×0.19×0.636.725200mm填充墙m³（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08×6+3.67×6+3.9-0.12-1-0.2+2.7-0.05-1）×0.2×1.92+（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）×3.97×0.261.35100mm填充墙m³（2.55+3.68+4.25×9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）×0.1×1.9212.618合计92.609+6.725+61.35+12.618-75.95×0.24-2.144152.9302一层填充墙m³110.602一层门窗㎡FDM10211×2.1×612.6FM丙11181.1×1.8×35.94FM丙06180.6×1.8×33.24FM乙10211×2.1×36.3LM18421.8×2.354.23可编辑word,供参考版！ 工程量计算表共29页第3页序号分部分项工程名称部位与规格单位计算式计算结果LM24242.4×2.35×528.2M07210.7×2.1×1116.17M09210.8×2.1×1728.56M18221.8×2.2×311.88C09150.9×1.45×67.83C10151×1.451.45C12151.2×1.45×23.48C13151.3×1.451.885C15151.5×1.45×1123.925C15191.5×1.85×38.325C18151.8×1.452.61C18191.8×1.85×619.98190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476200mm填充墙m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395100mm填充墙m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1）]×0.1×2.289.223合计9.223+50.476+92.395-186.605×0.2-4.171110.6023二层填充墙m³118.386二层门窗㎡可编辑word,供参考版！ 工程量计算表共29页第4页序号分部分项工程名称部位与规格单位计算式计算结果FDM10211×2.1×612.6FM丙06180.6×1.8×33.24FM丙11181.1×1.8×35.94LM24242.4×2.35×528.2LM18241.8×2.35×14.23M07210.7×2.1×1116.17M09210.8×2.1×1728.56C09150.9×1.45×67.83C10151×1.45×11.45C12151.2×1.45×23.48C13151.3×1.45×11.885C15151.5×1.45×1123.925C15191.5×1.85×38.325C18151.8×1.45×12.61C18191.8×1.85×619.98C12111.2×1.05×33.78200mm填充墙m³（2042+6.02×6+2.92×4×5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm填充墙m³9.223可编辑word,供参考版！ [2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]×0.1×2.28工程量计算表共29页第5页序号分部分项工程名称部位与规格单位计算式计算结果合计9.223+50.476+92.395-（12.6+3.24+5.94+28.2+4.23+16.17+28.56）×0.2-（7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78）×0.19118.3864三~五层填充墙m³342.561三~五层门窗㎡FDM10211×2.1×6×337.8FM丙06180.6×1.8×3×39.72FM丙11181.1×1.8×3×317.82LM18241.8×2.35×1×312.69LM24242.4×2.35×5×384.6M07210.7×2.1×11×348.51M09210.8×2.1×17×385.68C09150.9×1.5×6×323.49C10151×1.45×1×34.35C12151.2×1.45×5×326.1C13151.3×1.45×1×35.655C15151.5×1.45×11×371.775C15191.5×1.85×3×324.975C18151.8×1.45×1×37.83C18191.8×1.85×6×359.94200mm填充墙m³（2.4+2+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.28×3277.185可编辑word,供参考版！ 工程量计算表共29页第6页序号分部分项工程名称部位与规格单位计算式计算结果190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.28×3151.428100mm填充墙m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2=2.4-0.1+2.6-0.2+（1.75-0.2)×2+(1.8-0.1)×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]×0.1×2.28×327.669合计277.185+151.428+27.669-（37.8+9.72+17.82+12.69+84.6+48.51+85.68）×0.2-(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94)×0.19-11.775342.5615六层填充墙m³114.318六层门窗㎡FDM10211×2.1×612.6FM丙06180.6×1.8×33.24FM丙11181.1×1.8×35.94LM18241.8×2.35×14.23LM24242.4×2.35×528.2M07210.7×2.1×1116.17M09210.8×2.1×1728.56C15191.5×1.85×38.325C09140.9×1.35×67.29C10141×1.35×11.35C12141.2×1.35×23.24可编辑word,供参考版！ C12241.2×2.4×38.64C13141.3×1.35×11.755C15141.5×1.35×1122.275工程量计算表共29页第7页序号分部分项工程名称部位与规格单位计算式计算结果C18141.8×1.35×12.43C18181.8×1.75×618.9200mm填充墙m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3)×0.2×2.2892.395190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm填充墙m³[2.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]0.1×2.289.223合计92.395+50.476+9.223-（12.6+3.24+5.94+4.23+28.2+16.17+28.56）×0.2-（8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.43+18.9）×0.19-3.885114.3186阁楼层填充墙m³54.321阁楼层门窗㎡C15121.5×2.1×39.45C24212.42.1×630.24200mm填充墙m³｛[（1.8+2.7+1.8-0.28-0.4-0.1）×2+（11-0.1-0.4-0.6-0.1）×2+（4.5-0.1-0.1）×2]×2+（10.9-0.3-0.4×2+10.9-0.2×2-0.4×2+4.32+（4.42-0.1-0.8）×2+4.42-0.3-0.1｝×2.8×0.263.482可编辑word,供参考版！ 合计63.482-（9.45+30.24）×0.2-1.22354.321工程量计算表共29页第8页序号分部分项工程名称部位与规格单位计算式计算结果四混凝土工程1筏板基础m³[2.6×1.72+（3.5+2.6+5+3.3+3）×(2.7+1.8+2.7+3.9)+3.7×1.8-2.7×0.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+（3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)×7.8+(1.8+2.7+1.8+6+7.8)×7.29]×0.6773.5232柱m³273.883KZ10.6×0.6×[4.6+0.05)×5+(0.6×0.2+0.4×0.2)×(2.8+4.6)×6+(0.6×0.2+0.4×0.2)×(16.75-0.05-0.12×6)20.446KZ20.3×0.8×(16.75+4.6-0.09×7)×629.837KZ30.4×0.4×(21.754+4.6-0.09×7)×1769.969KZ40.3×1.2×(16.75+4.6-0.12×7）×214.767KZ50.4×0.4×(16.75+4.6-0.09××7)×619.891KZ60.3×0.6×(21.754+4.6-0.12×7）×29.185KZ70.6×0.6×(4.6-0.05)×16+(0.6×0.2+0.2×0.4）×（16.75+0.05-0.3×7）×1656.76KZ80.3×0.55×(16.75+4.6-0.09×7)×413.675KZ9[0.6×0.6×(4.6-0.05)+0.4×0.4×(16.75+0.05-0.13×6)]×28.402KZ10[0.5×0.5×(4.6-0.05)+(0.5×0.2+0.2×0.3）×（16.75+0.05-0.13×6）]×311.102KZ110.3×1×(21.754+4.6-0.13×7)×17.633KZ120.3×1.1×(16.75+4.6-0.3×7)×16.353KZ130.3×0.75×(16.75+4.6-0.09×7)×14.662KZ140.3×0.4×(21.754-16.75)×21.201合计273.883可编辑word,供参考版！ 工程量计算表共29页第9页序号分部分项工程名称部位与规格单位计算式计算结果3板m³750.717一层板m³262.579LB1m³[（11+0.2）×（4.5+0.1）+（3.3+0.095）×（3.6+0.095）+3.6×6+3.6×（4.5+3.9）+3.3×(4.5+7..2)+7.6×4.5+7.3×6.3+3.7×1.75+3.6×4.25+3.3×4.25+11×4.5]×0.1238.401LB2m³[（3.9+0.095）（3.3+0.095）+（4.5+0.095）×（3.7+0.19）+2.7×（4.3+0.095）+（3.9+0.095）×（3.3+0.095）+4.5×3.7+2.7×（4.3+0.095）]×0.1210.246LB3m³[1.8×（4.3+0.095）+1.8×2.9]×0.091.182LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002LB5m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）]×0.139.507LB6m³[（2.3×1.75+2.4×1.75+（1.9+0.095）×（3.3+0.095）]×0.091.350LB7m³[（3.6+0.095）×（6.9+0.095）+14.5×（6.6+0.095）+7.3×6+7.8×11+(12.3+0.095)×7.89+37.49×(7.8+0.095)]×0.3193.891二层板m³72.649LB1m³[1.8×1.4+11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×5+3.6×(4.5+3.9)+4.5×10.9+(3.6+0.095)×(4.25+0.095)+(3.3+0.095)×(4.25+0.095)+7.3×8.05+4.5×7]×0.1234.259可编辑word,供参考版！ LB2m³[（3.3+0.095）×（3.9+0.095）+（4.3+0.095）×2.7+（4.5+0.095）×（3.7+0.095）]×2×0.1210.288工程量计算表共29页第10页序号分部分项工程名称部位与规格单位计算式计算结果LB3m³1.8×（4.3+0.095）×2×0.091.424LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002LB5m³[11×（1.8+0.095）+10.9×（1.8+0.095）+0.65×1.2+1.75×2.3+11×（1.8+0.095）]×0.096.044LB6m³[3.5×（6.4+0.095）+1.2×2.95+3.6×7.2+3.5×（6.6+0.095）]×0.139.831LB7m³3.2×（7.2+0.095）×0.122.801三~五层板m³231.26LB1m³[11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×6+（1.9+0.095）×（3.3+0.095）+3.6×8.4+4.5×10.9+3.6×(4.25+0.095)+3.3×(4.25+0.095)+7.3×8.05+4.5×7]×3×0.12127.122LB2m³[（3.3+0.095）×（3.9+0.095）+2.7×（4.3+0.095）]×2×3×0.1218.309LB3m³1.8×（4.3+0.095）×2×3×0.094.272LB4m³[5×（3.9+0.095）+2.7×4]×2×3×0.1324.005LB5m³[11×（1.8+0.095）+2.3×3.55+0.65×1.2+10.9×（1.8+0.095）+11×（1.8+0.095）]×3×0.0919.248可编辑word,供参考版！ LB6m³[3.5×（6.6+0.095）+1.2×2.95+3.6×（7.2+0.095）+3.5×（6.6+0.095）]×3×0.1329.900LB7m³3.2×（7.2+0.095）×3×0.122.801工程量计算表共29页第11页序号分部分项工程名称部位与规格单位计算式计算结果六层板m³85.346LB1m³[4.5×11+（3.3+0.095）×（4.25+0.095）+3.6×6+3.6×（4.5+3.9）+4.5×10.9+（3.6+0.095）×（4.25+0.095）+（3.3+0.095）×（4.25+0.095）+7.3×8.05+7×4.5]×0.1234.345LB2m³[（3.3+0.095）×（3.9+0.095）+2.7×（4.3+0.095）]×2×0.126.103LB3m³1.8×（4.3+0.095）×2×0.091.424LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002LB5m³[11×（1.8+0.095）×2+10.9×（1.8+0.095）+2.3×1.75]×0.0922.704LB6m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）+1.2×2.95]×0.1310.05LB7m³3.2×（7.2+0.095）×0.122.801阁楼层板m³74.011LB1m³（3×4.5+3.4×4.5+3×4.5）×0.125.076WB1m³[4×4.5×2+（1.8+0.095）×11+2.6×5.1+3.7×4.2+1.9×2.8+3.2×13.5+7.6×4.5+4.2×4.5+3.3×4.5+4.5×4+11×1.8+4.5×4]×0.1230.950可编辑word,供参考版！ WB2m³[（3.3+0.095）×（3.9+0.095）+4.5×（4.3+0.095）+3.7×4.5]×2×0.1211.998工程量计算表共29页第12页序号分部分项工程名称部位与规格单位计算式计算结果WB3m³（5×3.9+4×2.7）×2×0.137.878WB4m³3.6×6.47×2×0.136.056WB5m³3.6×6.3×3×0.128.165屋顶板m³24.872WB1m³（4×6.3×4+3.3×6.3+4.2×6.3）×0.1217.766WB2m³（3×6.3+3.4×6.3+3×6.3）×0.127.1064梁m³一层梁m³67.461KL10.2×1.4×（3.32+2.4+1.7）2.078KL20.4×0.7×(5.4+7.2+4+3.9)5.74KL30.2×0.4×3.320.266KL50.2×0.4×(7.2+5.4+3.9+6+0.9)1.872KL60.2×0.4×(6+0.9)0.552KL70.2×0.4×5.70.456KL80.2×0.24×3.650.175KL90.4×0.7×(7.2+5.4+5.7+1.8)5.628KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.8)1.2KL120.2×0.6×3.650.438KL130.4×0.7×(7.2+5.4+5.7+1.8)5.628可编辑word,供参考版！ KL140.2×0.4×30.24KL150.2×0.4×(6.6+1.22)0.626KL170.2×0.4×6.60.528KL180.2×0.4×3.90.312工程量计算表共29页第13页序号分部分项工程名称部位与规格单位计算式计算结果KL190.2×0.4×2.70.216KL200.2×0.4×(5.9+2.9+3.15)0.956KL210.2×0.4×3.650.292KL220.2×0.6×(3.9+0.3)0.504KL240.2×0.4×(6+1.22)0.578KL250.2×0.4×(6+1.22+3.9)0.890KL260.2×0.4×3.30.264KL270.2×0.4×(3.3+3.9)0.576KL290.4×0.7×(3.1+6.69)2.741KL300.2×1.4×(3.1+3)1.708KL310.2×1.4×(3+2.7+2.8+3.6+3)4.228KL320.2×0.4×(3.1+3.4+2.4+3.4)+0.2×1.4×(3.4+2.4)2.608KL330.2×1.4×(3+3.4+2.1+3.9+1.2)3.808KL340.2×0.4×3.10.248KL350.2×0.4×(3+2.7+2.8+3.6)0.968KL360.2×0.4×3.10.248KL370.2×0.4×(3.6+2.6+3.6+3.1)1.032KL380.2×0.4×(3.1+3)0.488KL390.2×0.4×(3.1+3.4+2.4+3.4)0.984KL400.2×0.4×2.70.216KL410.2×0.4×30.24KL420.2×0.4×3.70.296KL430.2×0.4×(1.3+1.2)0.2KL440.2×0.4×(2.7+0.6)0.264KL450.2×0.4×2.70.216可编辑word,供参考版！ KL460.2×0.4×(1.3+2.6+2+3+3)1.176KL470.2×0.4×(1.3+2.6+2+3+3)0.952KL480.2×0.4×(2+2+2)0.48KL490.2×0.4×(2.7+4.4+2+2.9+2.7)1.176工程量计算表共29页第14页序号分部分项工程名称部位与规格单位计算式计算结果L10.2×0.3×(1.6+1.6)0.192L20.2×0.3×(1.55+1.55)0.186L30.2×0.3×(2.4+2.4+2.4)0.438WKL10.4×0.7×(5.7+5.4+7.2)5.124WKL20.4×0.7×(6.7+6.4+7.1+7.29)7.697WKL30.2×0.4×30.24WKL40.2×0.4×2.10.1688XL10.2×0.4×0.60.048二层梁m³32.441KL10.2×.04×(3.3+3.9)0.576KL20.2×0.8×3.90.624KL30.2×0.4×3.30.264KL40.2×0.4×(1.2+2.1+1.2)0.360KL50.2×0.4×(6+0.9+3.9+1.2)0.960KL60.2×0.5×（6+0.9）0.690KL70.2×0.6×(3.9+1.2)0.612KL80.2×0.4×3.650.292KL90.2×0.4×(3.9+1.2)0.408KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.15)1.096KL120.2×0.6×3.650.438KL130.2×0.6×(5.7+1.2)0.828KL140.2×0.4×3.650.292KL150.2×0.6×3.90.468可编辑word,供参考版！ KL160.2×0.5×(6.6+1.22)0.782KL170.2×0.4×(6.6+1.22+3.9)0.938KL180.2×0.4×6.60.528KL190.2×0.4×3.90.312工程量计算表共29页第15页序号分部分项工程名称部位与规格单位计算式计算结果KL200.2×0.4×2.70.216KL210.2×0.5×(3+3.85)0.685KL220.2×0.4×3.650.292KL230.2×0.6×(4.5+1.2)0.684KL240.2×0.4×3.650.292KL250.2×0.5×(6+1.22)0.722KL260.2×0.4×(6+1.22+3.9)0.890KL270.2×0.4×(1.2+3.9+2.1)0.576KL280.2×0.4×3.30.264KL290.2×0.8×3.90.624KL300.2×0.4×(3.3+2.1)0.432KL310.2×0.4×(7.1+6.4)1.080KL320.2×0.4×(3.1+3)0.488KL330.2×0.4×(3+2.7+2.8+3.6)0.968KL340.2×0.4×(3.4+6.4)0.784KL350.2×0.4×(3.4+2.4+3.4)0.736KL360.2×0.4×30.240KL370.2×0.4×(3+2.7+2.8+3.6)0.968KL380.2×0.4×3.10.248KL390.2×0.4×(3.4+2.4+3.4+3.7)1.032KL400.2×0.4×(3.1+3)0.488KL410.2×0.4×(3.7+3.4+2.4+3.4)1.032KL420.2×0.4×2.70.216KL430.2×0.4×30.240可编辑word,供参考版！ KL440.2×0.4×2.70.216KL450.2×0.4×1.20.096KL460.2×0.4×(2.7+0.6)0.264KL470.2×0.4×2.70.216KL480.2×0.4×(4.4+2.7)0.568工程量计算表共29页第16页序号分部分项工程名称部位与规格单位计算式计算结果KL490.2×0.4×(2.7+2.9)0.448KL500.2×0.4×(3+3)0.480KL510.2×0.4×(2.6+1.3)0.312KL520.2×0.4×（2.9+2.7)0.448KL530.2×0.4×(4.4+2.7)0.568WKL10.2×0.4×30.240WKL20.2×0.4×2.10.168WKL30.2×0.4×2×30.480L10.2×0.3×1.2×20.144L20.2×0.3×1.15×20.138L30.2×0.4×(3.6+2.8+2.7)0.728L40.2×0.3×2×30.360L50.2×0.4×2×30.480L60.2×0.4×0.60.048XL10.2×0.4×3.10.248三~五层梁m³91.965KL10.2×0.4×(3.3+3.9)0.576KL20.2×0.8×3.90.624KL30.2×0.4×3.30.264KL40.2×0.4×(2.1+3.9+1.2)0.576KL50.2×0.5×(6+3.9)0.990KL60.2×0.5×60.600可编辑word,供参考版！ KL70.2×0.6×3.90.468KL80.2×0.4×3.650.292KL90.2×0.4×(3.9+0.6)0.360KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.2)1.104KL120.2×0.6×3.650.438工程量计算表共29页第17页序号分部分项工程名称部位与规格单位计算式计算结果KL130.2×0.6×(5.7+1.2)0.828KL140.2×0.4×3.650.292KL150.2×0.6×3.90.468KL160.2×0.5×6.60.660KL170.2×0.5×(6.6+3.9)1.050KL180.2×0.4×6.60.528KL190.2×0.4×3.90.312KL200.2×0.4×2.70.216KL210.2×0.5×(3+3.85)0.685KL220.2×0.4×3.650.292KL230.2×0.6×(4.5+1.2)0.684KL240.2×0.6×3.90.468KL250.2×0.5×60.600KL260.2×0.4×(2.1+3.9+1.2）0.576KL270.2×0.4×3.30.264KL280.2×0.8×3.90.624KL290.2×0.4×3.90.312KL300.2×0.4×(10.4+3.1)1.080KL310.2×0.4×(3+3.1)0.488KL320.2×0.4×(2.7+2.8+3.6+3)0.968KL330.2×0.4×(3.1+10.4)1.080KL340.2×0.4×(3.4+2.4+3.4)1.472KL350.2×0.4×30.240可编辑word,供参考版！ KL360.2×0.4×(3+2.7+2.8+3.6)0.968KL370.2×0.4×3.10.248KL380.2×0.4×(3.4+2.4+3.4+3.7)1.032KL390.2×0.4×(3.1+3)0.488KL400.2×0.4×(3.7+3.4+2.4+3.4)1.032KL410.2×0.4×2.70.216工程量计算表共29页第18页序号分部分项工程名称部位与规格单位计算式计算结果KL420.2×0.4×30.240KL430.2×0.4×2.70.216KL440.2×0.4×3.10.248KL450.2×0.4×(2.7+0.6)0.264KL460.2×0.4×2.70.216KL470.2×0.4×(4.4+2.7)0.568KL480.2×0.4×(2.7+2.9)0.448KL490.2×0.4×30.240KL500.2×0.4×2.60.208KL510.2×0.4×(2.9+2.7)0.448KL520.2×0.4×2.50.200WKL10.2×0.4×30.240WKL20.2×0.4×2.10.168L10.2×0.3×1.2×20.144L20.2×0.3×1.15×20.138L30.2×0.4×(2.7+2.8+3.6)0.728L40.2×0.3×2×30.360L50.2×0.4×2×30.480L60.2×0.4×0.60.048XL10.2×0.4×3.10.248六层梁m³34.536可编辑word,供参考版！ KL10.2×0.4×(3.3+3.9)×21.152KL20.2×0.8×3.90.624KL30.2×0.4×3.30.264KL40.2×0.4×(2.1+3.9+1.2)0.576KL50.2×0.5×(6+3.9)×32.970KL60.2×0.5×6×21.200KL70.2×0.6×3.9×20.936工程量计算表共29页第19页序号分部分项工程名称部位与规格单位计算式计算结果KL80.2×0.4×3.65×20.584KL90.2×0.4×(4.5+1.2)0.456KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.15)1.096KL120.2×0.6×3.650.438KL130.2×0.6×(5.7+1.2)0.828KL140.2×0.6×3.90.468KL150.2×0.5×6.60.660KL160.2×0.5×6.60.660KL170.2×0.4×6.60.528KL180.2×0.4×3.90.312KL190.2×0.4×2.70.216KL200.2×0.5×(4.5+1.2)0.570KL210.2×0.4×3.650.292KL220.2×0.6×(4.5+1.2)0.684KL230.2×0.4×(1.2+3.9+2.1)0.576KL240.2×0.4×3.30.264KL250.2×0.8×3.90.624KL260.2×0.4×(10.4+3.1)1.080KL270.2×0.4×(3.1+3)0.488KL280.2×0.4×(3+2.7+2.8+3.6)0.968可编辑word,供参考版！ KL290.2×0.4×(3.1+10.4)1.080KL300.2×0.4×(3.4+2.4+3.4)×21.472KL310.2×0.4×30.240KL320.2×0.4×(3+2.7+2.8+3.6)0.968KL330.2×0.4×(3.4+2.4+3.4+3.7)1.032KL340.2×0.4×(3+3.1)0.488KL350.2×0.4×(3.4+2.4+3.4+3.7)1.032KL360.2×0.4×2.70.216KL370.2×0.4×30.240KL380.2×0.4×2.70.216工程量计算表共29页第20页序号分部分项工程名称部位与规格单位计算式计算结果KL390.2×0.4×3.10.248KL400.2×0.4×(2.7+0.6)0.264KL410.2×0.4×2.70.216KL420.2×0.4×(4.4+2.7)0.568KL430.2×0.4×(2.7+2.9)0.448KL440.2×0.4×(3+3)0.480KL450.2×0.4×(1.3+2.6)0.312KL460.4×0.6×（2.9+2.7）0.448KL470.2×0.4×(2.7+4.4)0.448WKL10.2×0.4×30.240WKL20.2×0.4×3.10.248L10.2×0.3×1.6×20.192L20.2×0.3×1.55×20.186L30.2×0.4×(3.6+2.8+2.7)0.728L40.2×0.3×2.4×30.432L50.2×0.4×2.4×30.576L60.2×0.4×10.08XL10.2×0.4×3.50.280XL20.2×0.4×3.50.280可编辑word,供参考版！ 阁楼层梁m³30.394KL10.2×0.4×(2.1+3.9+1.2)30.394KL20.2×0.5×(6+3.9)0.990KL30.2×0.6×3.9×20.936KL40.2×0.4×(3.9+0.6)0.360KL50.2×0.6×3.90.468KL70.2×0.5×(6.6+3.9)1.050KL80.2×0.4×3.90.312KL90.2×0.6×(3.9+0.6)0.540KL100.2×0.5×60.600工程量计算表共29页第21页序号分部分项工程名称部位与规格单位计算式计算结果KL110.2×0.5×(6+3.9)0.990KL120.2×0.4×(2.1+3.9+1.2)0.576KL130.2×0.4×(3+3.1)0.488KL140.2×0.4×(3+2.7+2.8+3.6)0.968KL150.2×0.4×(3.4+2.4+3.4)×21.472KL160.2×0.4×(3.4+2.4+3.4+3.7)1.032KL170.2×0.4×（3.7+3.4+2.4+3.4）1.032WKL10.2×0.4×(3.7+3.9)0.608WKL20.2×0.8×3.9×21.248WKL30.2×0.4×3.3×20.528WKL40.2×0.5×60.600WKL50.2×0.4×3.65×30.876WKL60.2×0.4×3.650.292WKL70.2×0.8×5.60.896WKL80.2×0.6×3.650.438WKL90.2×0.4×6.60.528WKL100.2×0.4×2.70.216WKL110.2×0.5×(3+3.3)0.630WKL120.2×0.4×3.650.292WKL130.2×0.4×(3.3+3.9)0.576可编辑word,供参考版！ WKL140.2×0.4×(10.4+3.1)1.080WKL150.2×0.4×(10.4+3.1)1.080WKL160.2×0.4×30.240WKL170.2×0.4×(3+3.1)0.488WKL180.2×0.4×30.240WKL190.2×0.4×2.70.216WKL200.2×0.4×30.240WKL210.2×0.4×2.70.216WKL220.2×0.4×2.10.168WKL230.2×0.4×2.10.168WKL240.2×0.4×(2.7+0.6)0.264工程量计算表共29页第22页序号分部分项工程名称部位与规格单位计算式计算结果WKL250.2×0.4×2.70.216WKL260.2×0.4×(4.4+2.7)0.568WKL270.2×0.4×(2.7+2.9)0.448WKL280.2×0.4×(3+3)0.480WKL290.2×0.4×(1.3+2.6)0.270WKL300.2×0.4×(2.9+2.7)0.448WKL310.2×0.4×(2.7+4.4)0.568KZL10.2×0.6×5.70.684KZL20.2×0.4×(3+2.7+2.8+3.6)0.968L10.2×0.3×1.55×20.186L20.2×0.4×(2.7+2.8+3.6)0.728L30.2×0.4×2.4×30.576L40.2×0.4×(1+1.6)0.208XL10.2×0.4×3.50.280XL20.2×0.4×3.50.280屋顶层梁m³12.432WKL10.2×0.4×3.9×41.248WKL20.2×0.6×(3.9+1.2)×21.224可编辑word,供参考版！ WKL30.2×0.6×(3.9+1.2)×21.224WKL40.2×0.4×3.90.312WKL50.2×0.6×(3.9+1.2)0.612WKL60.2×0.6×(3.9+1.2)0.612WKL70.2×0.4×3.90.312WKL80.2×0.4×(2.7+2.8+3.6)0.728WKL90.2×0.4×(2.4+3.4+3.4)×21.472WKL100.2×0.4×（2.7+2.8+3.6）0.728WKL110.2×0.4×(3.4+2.4+3.4)0.736WKL120.2×0.4×(3.4+2.4+3.4)0.736L10.2×0.4×(3.1+3.2+4)0.824工程量计算表共29页第23页序号分部分项工程名称部位与规格单位计算式计算结果L20.2×0.4×(2.8+3.8+3.8)×21.6645过梁m³27.123车库过梁m³0.12×0.2×（1+0.48）×31+0.12×0.2×(0.65+0.48)×12+0.12×0.2×(0.8+0.48)×6+0.12×0.2×(0.9+0.48)×4+0.12×0.2×(1.2+0.48)×2+0.12×0.2×(1.5+0.48)×5+0.18×0.2×（1.8+0.48）2.144一层过梁m³0.12×0.2×[（1+0.48）×6+（0.6+0.48）×3+（1.1+0.48）×3+（1+0.48）×3+（0.7+0.48）×11+（0.8+0.48）×17+（0.9×0.48）×6+（1+0.48）+(1.2+0.48)×2+(1.3+0.48)+(1.5+0.48)×11+（1.5+0.48）×3]+0.18×0.2×（1.8+0.48）+0.3×0.2×（2.4+0.6）×5+0.18×0.2×（1.8+0.48）×3+0.18×0.2×（1.8+0.48）×74.171二~五层过梁m³[4.171-0.18×0.2×（1.8+0.48）×3]×415.7六层过梁m³3.925-0.12×0.2×（1.2+0.48）3.885阁楼层m³0.12×0.2×（1.5+0.48）×3+0.3×0.2×（2.4+0.6）×61.223可编辑word,供参考版！ 6雨棚㎡（0.55+0.05）×（1.5+0.05+0.05）×4×6+（1.2+0.05+0.05）×0.6×2×6+（1.8+0.05+0.05）×0.59×1×6+（2.6+0.05）×0.59×6×695.4127台阶㎡1.8×0.3×31.628窗台m³（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.05×0.06+1.45×（0.15×1.85+1.3×0.05×0.1+1.2×0.05×0.06+1.6×0.15×1.85+1.45×0.05×0.11+1.35×0.05×0.06+3.2×0.15×1.85+3.05×0.05×0.11+2.95×0.05×0.059.154工程量计算表共29页第24页序号分部分项工程名称部位与规格单位计算式计算结果6）×4×3+（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.05×0.06+1.45×0.15×1.85+1.3×0.05×0.1+1.2×0.05×0.06）×20+（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.05×0.06）×12五钢筋工程t1筏板基础Φ12以内773.523×0.024181.448Φ12以外773.523×0.05643.3172柱KZ1Φ12以内20.446×0.051.033Φ12以外20.446×0.1162.372KZ2Φ12以内29.837×0.051.492Φ12以外29.837×0.1163.461KZ3Φ12以内69.969×0.0382.659可编辑word,供参考版！ Φ12以外69.969×0.0886.157KZ4Φ12以内14.767×0.0520.768Φ12以外14.767×0.1221.802KZ5Φ12以内19.891×0.0380.765Φ12以外19.891×0.0881.750工程量计算表共29页第25页序号分部分项工程名称部位与规格单位计算式计算结果KZ6Φ12以内9.185×0.050.459Φ12以外9.185×0.1161.065KZ7Φ12以内56.76×0.052.838Φ12以外56.76×0.1166.584KZ8Φ12以内13.675×0.050.684Φ12以外13.675×0.1161.586KZ9Φ12以内8.402×0.050.420Φ12以外8.402×0.1160.975KZ10Φ12以内11.102×0.050.555Φ12以外11.102×0.1161.288可编辑word,供参考版！ KZ11Φ12以内7.633×0.0520.397Φ12以外7.633×0.1220.931KZ12Φ12以内6.353×0.0520.330Φ12以外6.353×0.1220.775KZ13Φ12以内4.662×0.050.233Φ12以外4.662×0.1160.541工程量计算表共29页第26页序号分部分项工程名称部位与规格单位计算式计算结果KZ14Φ12以内1.201×0.0380.046Φ12以外1.201×0.0880.1063梁t框架梁Φ12以内269.229×0.04311.577Φ12以外269.229×0.10026.923过梁Φ12以内27.123×0.0320.868Φ12以外27.123×0.0740.0644板tΦ12以内750.717×0.04332.281Φ12以外750.717×0.10020.795雨篷t可编辑word,供参考版！ Φ12以外9.5412×0.0460.4396楼梯tΦ12以内26.0064×0.0360.936Φ12以外26.0064×0.0842.185六模板工程1筏板基础㎡773.523×0.52402.2322柱㎡KZ120.446×8163.568工程量计算表共29页第27页序号分部分项工程名称部位与规格单位计算式计算结果KZ229.837×8238.696KZ369.969×13.33932.687KZ414.767×5.5682.105KZ519.891×13.33265.147KZ69.185×873.48KZ756.76×8454.08KZ813.675×8109.4KZ98.402×867.216KZ1011.102×888.816KZ117.633×5.5642.439KZ126.353×5.5635.323KZ134.662×837.296KZ141.201×13.3316.0093梁㎡框架梁269.229×8.682336.908过梁27.123×12325.4764板㎡750.717×8.076058.286可编辑word,供参考版！ 七屋面工程1平屋面㎡（6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6×5.5+3.5×4.1+2.3×2.2）×2+2.9×2.15+5×2.15+15.6×3.75+2.6×2.1+3.5×3.4+3.6×5.2332.3052坡屋面㎡13.2×8.43×2+13.1×8.43332.985八楼地面工程1垫层m³[（14.64-0.48-1.5）×（4+3+4+3.7+4.5×4+6.6×2+3.9+6.6×2+4.25×3+3.9+3.3+10.5+22.6）-（1.8+2.7+0.12）×0.6117.081工程量计算表共29页第28页序号分部分项工程名称部位与规格单位计算式计算结果-1.8×（11+0.12）+（9.4-7）×（8.1-0.12）+3×（8.1-0,12）+（35.3-0.12）×（6.6-0.12）+（49.01-0.12）×（7.8-0.12）+（30.94-0.12）×7.8]×0.12找平层㎡4946.845车库1170.81-0.2×(3.9+3.3+4.5×4+6.6×2+3.9+6.6×2+4.25×3+6.6×2+3.9+3.3+10.5+22.6)-0.1×(3.9×3+3.3+2.3×2+4.5×4+4.25×6+3.9+2.7+6.8_7.2+2.35+4.5×3+7）1135.255一~六层[（3.1×3.7+4.15×2.5+3.5×4.35+1.7×1.25+0.6×2.95+1.05×0.8+3.8×10+2.95×0.6+2.8×5.9+3.3×4.4+1.55×2.1+3.8×6+3.4×3.1+3.4×4.4+1.1×1.7）×2+3×1.4+6.7×3.7+9.7×4.3+10.5×1.6+2.15×3.4+1.55×6.1+0.6×4.8+6×4+3.4×4.05+1.1×1.7+4.3×3.5]×62963.49阁楼层(6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6×5.5+3.5×4.1+2.3×2.2+10.4×5.9)×2+2.9×2.15+5×2.15+15.6×3.75+2.6×2.1+3.5×3.4+3.6×5.2+10.3×5.9515.795屋面层332.305可编辑word,供参考版！ (6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6×5.5+3.5×4.1+2.3×2.2)×2+2.9×2.15+5×2.15+15.6×3.75+2.6×2.1+3.5×3.4+3.6×5.23面层㎡整体面层4946.845厨卫地砖面层（1.75×2.5×10+1.7×3.1）×6+（2.95×2×2+3.3×2×2+3.4×2）×6484.92楼梯整体面层2.6×6.6×6×3308.884踢脚线m①整体面层踢脚线m工程量计算表共29页第29页序号分部分项工程名称部位与规格单位计算式计算结果车库56.12-0.24-2.6×2-2.7×3-8×0.2-9×0.1+14.64-0.24-1.5-4×0.1+0.6+3.5+11.2-4×0.2-3×0.1+9.3+18.1+41.84+3.9+3.3+4.7×2+2.6+3.8×2+2.9×4+2.3×3+7.2×2+4.5×14+11×2+4.9+4.8+3.5×3+10.5+3.3+41.84+34.55×2+4.25×16+7.2-0.4+6.8-0.5+2.4×2+3.9×3+2.5×2+2.6×2+3.1×2+2.5×2544.66一~六层踢脚线（3.3+3.3+3.6+3.3+3.3-0.5+2.7+2.7+4.5-0.3+56-15×0.2+2.7+1.2+2.7+4.5-3×0.2+3.1+3.7×2+4.1×2+2.5×2+5.2+5+3.4×4+4.9×2+1.95+4.05×2+3.1+3+6.5+4.5+4.3×7+6.9+6.5+1.9+1.3+4.9×2+3.4+4.05×4+3.4+6.1×4+2.5+2.4+4.3×2+4.9×2+4.3×6+2.5×2+4.1×3+2.5+2.3）×62093.7阁楼层踢脚线（2.8×2+4.3×2）×2+3.2×2+4.3×243.4②块材踢脚线m[（3.55+1.04+0.33）×2+0.1×4+0.32+0.38]×3+[（1.25+1.82+0.33）×2+0.1×4+2.4+0.32+0.38]×3×5187.32可编辑word,供参考版！ 5散水㎡（56.24-2.6-3-2.6-2.7-2.6+14.64+56.24+0.9×2+1.8+1.2+0.6+0.6+14.64）×0.9+4×0.9×0.9124.0746楼梯扶手m（2.34+1.04+0.26×6+1.82×6+1.1）×350.88九墙柱面工程1内墙抹灰㎡车库61.35÷0.2×2+12.618÷0.1×2+67.25÷0.19+99.148+286.724-（124+13.95）1467.729一层50.476÷0.19+92.395÷0.2×2+9.223÷0.1×2-234.24-69.4851070.348二层92.395÷0.2×2+50.476÷0.19+9.223÷0.1×2-197.88-73.2651102.928三~五层277.185÷0.2×2+151.428÷0.19+27.669÷0.1×2-593.64-224.1153304.464工程量计算表共页第30页序号分部分项工程名称部位与规格单位计算式计算结果六层92.395÷0.2×2+50.476÷0.19+9.223÷0.1×2-198.2-74.2051101.668阁楼层[（3.8+2.8+3.8+4.3×6+3.8+2.8+3.8)×2.8-(0.24×0.21+0.15×0.21+0.24×0.21)]×2+（3.1+3.2+4）×2+4.3×6-（0.24+0.21+0.15×0.21+0.24×0.21）-9.45-30.24267.2732外墙抹灰㎡（56.24-2.6-3-2.6-2.7-2.6+14.64+56.24+0.9×2+1.8+1.2+0.6+0.6+14.64）×16.8-（73.265+69.485+672.345+74.205+39.69）1326.5783SBS防水卷材㎡117.081+（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×2-0.7+1.22+11-0.3×2-0.4×2+6.6-0.48-0.4-0.3）×1.4+（0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+7.2-0.3-0.12）×4.3+332.305835.258十天棚工程㎡4943.159车库1135.2553362.43可编辑word,供参考版！ 一~六层[（3.1×3.7+1.7×2.5+1.7×1+2.9×3.7+4.1×2.5+3.8×7+2.7×1.6+1.2×1.6+3.5×4.3+2.8×4.3+3.8×1.6+6.8×1.6+3.3×6.4+3.1×4.05+1.55×2+2.2×3.35+3.8×4.3+3.4×6.3）×2+1.7×3.1+3×7+3.5×3.7+3.4×4.3+3.1×4.3+3.2×4.3+3.4×4.05+3.4×7+2.95×1.2+4.3×4+3.5×3.35+3.5×4.3）]×6阁楼层（3.8×4.3+2.8×4.3+3.8×4.3+10.8×1.6）×2+（3.1×4.3+3.2×4.3+4×4.3+10.7×1.6）185.41楼梯地面（2.6-0.2）×（6.6-0.5-0.08）×6×3260.064【此文档部分内容来源于网络，如有侵权请告知删除，本文档可自行编辑和修改内容，感谢您的支持！】可编辑word,供参考版！'