工程量计算书样表

'*********楼计算书*******楼计算表序号分部分项工程名称部位与编号单位计算式结果一基础工程1土方开挖m3挖土方m3室外地坪标高-0.1m挖至-1.15m挖土h=1.05m1216.14纵向57.3+2.118+2.228+0.5+0.5=62.536m横向13.2+1.471+1.8+0.9+0.15+0.15+0.5+0.5=18.52mV=1.05*62.536*18.512=1216.14m3挖基坑474.58ZCT-1（4个）m3长：1.25+1.25+0.12+0.12=2.74m10.88宽：0.5+0.5+0.12+0.12=1.24m高：1.95-1.15=0.8mV：0.8*2.74*1.24=2.72m3ZCT-2（8个）m3高：1.95-1.15=0.8m25.76V：1.732/4*(3.1832-3*0.5292)*0.8=3.22m3ZCT-3（3个）m3长：4.2m29.22宽：2.5m高：0.8mV：（2.5+0.24）*（4.2+0.24）*0.8=9.74m3ZCT-4（10个）m3长：2.5m60宽：2.5m高：0.8mV：（2.5+0.24）*（2.5+0.24）*0.8=6m3ZCT-5（3个）m3长：5.5m97.41宽：3.8m高：0.8mV：(5.5+0.24)*(3.8+0.24)*0.8=32.47m317 *********楼计算书序号分部分项工程名称部位与编号单位计算式结果2垫层63.17承台垫层48.96ZCT-1（4个）m3长：1.25+1.25+0.1+0.1=2.7m1.296宽：0.5+0.5+0.1+0.1=1.2m高：0.1mV：0.1*2.7*1.2=2.7m32LL砖模m320.57LL1m3长：209.3m11.3宽：0.12m高：0.45mV：045*0.12*209.3=11.3m3LL2m3长：117.6m6.35宽：0.12m高：0.45m4基础钢筋t34.65承台钢筋t29.38<Φ120.034*260=8.84t>Φ120.079*260=20.54tLL钢筋t5.27<Φ120.036*44.3=1.59t>Φ120.083*44.3=3.68t5基础砼m3346.384承台砼m3302.084ZCT-1（4个）m3长：2.5m8宽：1m高：1.95-1.15=0.8m6回填土m3室内做：0.02m的水泥砂浆压光1111.0760.08m厚的C15砼17 *********楼计算书序号分部分项工程名称部位与编号单位计算式结果0.1厚的碎石砖夯实底面面积为830m2V=（0.2-0.1）*830=83m3基础中的柱的体积15.484KZ-！（10个）m3截面：0.37m*0.4m1.406高：0.95mV：0.37*0.4*0.95*10=1.406m3KZ-2（2个）m3截面：0.37m*0.45m0.912高：0.85mV：0.4*0.4*0.95*0.6=0.912m3KZ-3（6个）m3截面：0.4m*0.4m0.912二主体工程底层7柱钢筋t7.782<Φ1246.88*0.05=2.3442.344>Φ1246.88*0.116=5.4385.4388柱梁板楼梯模板m21910.508柱模板446.188KZ-！（10个）m2截面：0.37m*0.4m54.208高：3.52m梁模板417.202标高为1.117的梁140.854KL1(2个)m2截面：0.24m*0.42m5.746长：3.902-0.28-0.34=2.282m1.198-0.06=1.138mS：[0.24+(0.42-0.12)*2]*(2.282+1.138)*2=5.746m217 *********楼计算书序号分部分项工程名称部位与编号单位计算式结果标高为2.370的梁276.348KL1（2个）m2截面：0.37m*0.37m6.89板模板m2891标高为1.170的板m23322倍【（5.1-0.24）*（21-1.44）+（39-0.24）*（18-0.24）+（7.2-0.48）*（1.8-0.24）】*2=332m2标高为2.370的板m2459楼梯模板m2156.118楼梯甲（3个）m2踏面长1.32m，高0.16m，宽0.26m54.954有15个台阶TL（0.24+0.35+0.23）*1.32+0.24*0.35*2+（1.87+0.37+0.25+0.25）*2.7+【0.24*0.37*2+（1.63-0.24）*0.12】*2=9.337m2楼面斜长4.274m4.27*1.32+2*0.16*0.26*15+4.274*0.13+（2.4-0.35）*1.32=8.981m2楼梯乙（4个）m2踏面长1.17m，高0.171m，宽0.24m75.9849柱砼m346.88KZ-！（10个）m3截面：0.37m*0.4m5.21高：3.52mV：0.37*0.4*3.52*10=5.21m3KZ-2（2个）m3截面：0.37m*0.45mm31.139高：3.42mV：0.37*0.45*3.42*2=1.13917 *********楼计算书10梁板楼梯钢筋t22.877梁t7.485<Φ1252.343*0.043=2.251t>Φ1252.343*0.100=5.234t板t13.465<Φ1294.16*0.043=4.049t>Φ1294.16*0.100=9.416t楼梯t1.927<Φ1216.061*0.036=0.578t>Φ1216.061*0.084=1.349t11梁板楼梯砼m3162.564梁m352.343标高为1.17016.89KL1(2个)m3截面：0.24m*0.42m0.69长：3.902-0.28-0.34=2.282m1.198-0.06=1.138mV：0.24*0.42*（2.282+1.138）标高为2.37035.453KL1（2个）m3截面：0.37m*0.37m1.084楼梯砼m316.061楼梯甲（3个）m3(0.24*0.35+0.26*0.16*14/2+4.274*0.13)*1.32+【0.24*0.35*2+（1.63-0.24）*0.12】*2.76.399=2.133m3楼梯乙（4个）m3（0.24*0.35+0.24*0.17*8/2+2.358*0.1）*1.17+【0.24*0.35*2+（1.08-0.24）*0.12】*2.4+【0.24*0.35+（1.56-0.24）*0.14】*2.4+（0.24*0.35+0.24*0.172*5/2+1.476*0.11）*1.176.664=1.666m3楼梯丁（2个）m3【1.32*0.12+0.24*0.17*6/2+1.475*0.12+2*0.24*0.35+0.12*（4.2-1.32-1.68-0.24-0.24）】*1.22.99817 *********楼计算书+【2*0.24*0.35+0.24*0.1714*6/2+2.064*0.1+（1.3-0.48）*0.14】*1.2=1.499m3一层12柱钢筋t8.101<Φ120.050*48.801=2.44>Φ120.116*48.801=5.66113柱梁板楼梯模板m21985.453柱模板m2539.068KZ-！（10个）m2截面：0.37m*0.4m46.2高：3mS：(0.37+0.4)*2*3*10=46.2m2梁模板m2355.922KL1（2个）m2截面：0.37m*0.42m7.682长：4.2-0.12-0.12=3.96mS：【（0.42-0.12）*2+0.37】*3.96*2=7.682m2板模板m28912倍【（5.1-0.24）*（21-1.44）+（39-0.24）*（18-0.24）+（7.2-0.48）*（1.8-0.24）】*2+【（7.2-0.48）*（3.9-0.24）+（4.2-0.24）*（1.265+3.6-0.48）+（3.6-0.24）*1+（2.6-0.24）*2.74+（2.7-0.24）*（1.198-0.24）+（3.902-0.24）*（3.6-0.24）+（17.4-1.44）*（8.1-0.48）楼梯模板m2199.077楼梯甲踏面长1.32m高0.167m宽0.26m60.495（3个）斜长2.472m（0.167*1.32*9+0.167*0.26*8/2+2.472*0.1+2.472*1.32+0.23*4*2.7）*2+（1.67-0.24）*2.717 *********楼计算书=20.165m214柱砼m348.801KZ-！（10个）m3截面：0.37m*0.4m4.44高：3mV：0.37*0.4*3*10=4.44m315梁板楼梯钢筋22.895梁t5.952<Φ1241.621*0.043=1.79>Φ1241.621*0.100=4.162板t15.29<Φ12106.92*0.043=4.598>Φ12106.92*0.100=10.692楼梯t1.653<Φ1213.887*0.036=0.5>Φ1213.887*0.083=1.15316梁板楼梯砼m3162.428梁砼m341.621KL1（2个）m3截面：0.37m*0.42m1.231长：4.2-0.12-0.12=3.96mV：0.37*0.42*3.96*2=1.231m3板砼m3面积为891高为0.12106.92891*0.12=106.92m3楼梯砼13.887楼梯甲(3个)【0.24*0.37+（1.63-0.24）*0.1】*2.7+（0.167*0.26*8/2+0.2472*0.1）*1.322.631=0.877m3楼梯丙（6个）【0.24*0.37+（1.32-0.24*2）*0.14+0.167*0.24*5/2+1.462*0.14】*1.26+（0.24*0.37+1.17*0.14+0.167*0.24*4/2）*1.26+【0.24*0.37+（1.2-0.24-0.24）*0.14+0.24*0.167*8/2+2.339*0.14】*1.211.25617 *********楼计算书=1.876m3二层17柱钢筋t5.82同二层<Φ120.050*35.064=1.753>Φ120.116*35.064=4.06718柱梁板楼梯模板m21867.857柱模板m2398.22KZ-1（10个）m2截面：0.37m*0.4m46.2高：3mS：(0.37+0.4)*2*3*10=46.2m2梁模板m2379.56KL1（2个）m2截面：0.37m*0.42m7.682板模板m2同一层891楼梯模板m2同一层199.07719柱砼m335.064KZ-1（10个）m3截面：0.37m*0.4m4.4420梁板楼梯钢筋23.405梁t6．462<Φ1245.187*0.043=1.943>Φ1245.187*0.100=4.519板t15.29<Φ12106.92*0.043=4.598>Φ12106.92*0.100=10.692楼梯t<Φ1213.887*0.036=0.51.653>Φ1213.887*0.083=1.15317 *********楼计算书21梁板楼梯砼m3165.994梁砼m345.187KL1（2个）m3截面：0.37m*0.42m1.231长：4.2-0.12-0.12=3.96mV：0.37*0.42*3.96*2=1.231m3板砼m3同一层106.92楼梯砼m3同一层13.887三层22柱钢筋t同二层5.82<Φ120.050*35.064=1.753>Φ120.116*35.064=4.06723柱梁板楼梯模板m21867.857柱模板m2同二层398.22梁模板m2同一层355.922板模板m2同一层891楼梯模板m2同一层199.07724柱砼m3同二层35.06425梁板楼梯钢筋22.895梁t同一层5.952<Φ1241.621*0.043=1.79>Φ1241.621*0.100=4.162板t15.29<Φ12106.92*0.043=4.59817 *********楼计算书>Φ12106.92*0.100=10.692楼梯t1.653<Φ1213.887*0.036=0.5>Φ1213.887*0.083=1.15326梁板楼梯砼m3同一层162.428梁砼m3同一层41.621板砼m3同一层106.92楼梯砼m3同一层13.887四层27柱钢筋t同二层5.82<Φ120.050*35.064=1.753>Φ120.116*35.064=4.06728柱梁板楼梯模板m21867.857柱模板m2同二层398.22梁模板m2同二层379.56板模板m2同一层891楼梯模板m2同一层199.07729柱砼m3同二层35.06430梁板楼梯钢筋22.895梁t6.462<Φ1245.187*0.043=1.943>Φ1245.187*0.100=4.519板t15.29<Φ12106.92*0.043=4.598>Φ12106.92*0.100=10.692楼梯t1.65317 *********楼计算书<Φ1213.887*0.036=0.5>Φ1213.887*0.083=1.153梁模板287.792WKL1（2个）m2截面：0.37m*0.42m7.682长：4.2-0.12-0.12=3.96mS：【（0.42-0.12）*2+0.37】*3.96*2=7.682m2WKL2（2个）m2截面：0.37m*0.42m16.296板模板m2708.211【4.2*（1.65+3.6+3.6）+5.1*（3.6+4.2）+2.7*（3.3+4.2）+3.9*（5.1+1.8）+5.1*（5.1+2.4）+7.2*（5.1+1.8+2.4）+（2.4+4.05）*（5.1+2.4）】*2+1.35*（1.8+3.3）+（0.7+0.42）*（3.6+3.6+1.45+1.8+2.4+5.1+1.45+3.6+2.4+5.1+3.6+3.6+6.45+6.45+3.6+3.6+5.1+2.4+3.6+4*1.8+5.1+2.4+1.8+3.6+3.6+1.45+1.45）+（0.7+0.42）*（5.4+5.4+3.3+3.3）*2=708.211m2楼梯模板60.495楼梯甲踏面长1.32m高0.167m宽0.26m60.495（3个）斜长2.472m（0.167*1.32*9+0.167*0.26*8/2+2.472*0.1+2.472*1.32+0.23*4*2.7）*2+（1.67-0.24）*2.7=20.165m249柱砼m333.249m3在二层柱35.064m3基础上KZ-a（加6个）m3截面：0.3m*0.3m高：3mV：0.3*0.3*3*6=1.62m317 *********楼计算书52脚手架m2【（57.3+0.6）+（13.2+0.6）】*2*26.43785.76=3785.76m253砌筑工程m3淤泥质粉煤灰烧结多孔砖0.24*0.115*0.0531194.06砌筑高度1.955+2.58+2.58+2.58+2.58+2.58+2.58+2.58=17.435m砌筑长外（2.7-0.12-0.12）+【（3.6-0.12-0.2）+（3.6-0.28-0.2）+（2.7-0.12-0.12）+（5.4-0.28-0.2）+（3.3-0.2-0.2）+（3.3-0.2-0.2）+（5.4-0.28-0.2）+（6.45-0.2-0.225）+（3.6-0.28-0.2）+（3.6-0.28-0.2）+（5.1-0.225-0.225）+（3.9-0.28-0.28）+（6-0.12-0.12）+（3.9-0.12-0.28）+（4.2-0.12-0.12）+（5.1-0.28-0.28）+（1.265-0.185-0.2）*2+（1.8-0.2-0.12）*4】*2=119.97m内顶层砌筑高2.555m外【（4.2-0.12-0.12）+（5.1-0.28-0.28）+（1.8-0.12-0.2）*2+（3.3-0.28-0.18）+（1.8-0.12-0.2）+（3.3-0.28-0.28）+（1.8-0.12-0.2）+（1.8-0.2-0.12）+（1.8-0.12-0.28）+（3.3-0.28-0.18）+（1.265-0.185-0.25）*2+（7.2-0.2-0.12-0.4）+（2.7-0.18-0.18）+（5.4-0.12-0.12）+（3.3-0.12-0.12）*2+（5.4-0.12-0.12）+（6.45-0.2-0.225）+（7.2-0.28-0.28-0.4）+（5.1-0.225-0.225）+（3.9-0.2）+（6-0.12-0.12）】*2+（2.7-0.18-0.18）=160.17m内【（4.2-0.12-0.12）+（5.1-0.12-0.12）+（4.2-0.12-0.12）+（5.1-0.28-0.33）+（5.1-0.33-0.33）+（2.4-0.12-0.12）+（1.8-0.12-0.12）+（1.8-0.12-0.12）+（5.1-0.33-0.33）+（1.8-0.12-0.12）+（1.8-0.2-0.12）+（5.1-0.33-0.33）17 *********楼计算书+（1.8-0.12-0.12）+（5.1-0.12-0.12）+（1.8-0.12-0.12）+（1.8-0.12-0.12）+（2.7-0.12-0.12）+（2.7-0.28-0.28）+（3.9-0.225-0.38）+（6-0.12-0.225）+（3.9-0.28-0.225）+（5.1-0.12-0.2）+（3.3-0.2-0.2）+（3.3-0.2-0.2）+（3.3-0.225-0.225）+（3.3-0.225-0.225）+（5.1-0.2-0.225）+（6.45-0.2-0.225）】*2+（5.1-0.12-0.12）+（2.7-0.12-0.12）+（2.7-0.12-0.12）+（2.7-0.28-0.28）+（3.1-0.12-0.12）*4*2+（3.1-0.12-0.12）*2*2+（1.85-0.12-0.12）2*2=238.33mS=17.435*（119.97+270.99）+2.555*（160.17+238.33）=6368.23m2门窗工程预留孔洞为1233.412m2过梁，压梁159.552窗（过）（2.4+0.25+0.25）*0.18*2+（1.5+0.25+0.25）*0.12*2+（1.8+0.25+0.25）*0.12*112+（2.1+0.25+0.25）*0.12*16+（2.1+0.25+0.25）*0.12*16+（1.2+0.25+0.25）*0.12*32+（1.2+0.25+0.25）*0.12*24+（0.7+0.25+0.25）*0.06*32+（0.6+0.25+0.25）*0.06*16+（1.8+0.25+0.25）*0.12*4+（0.7+0.25+0.25）*0.06*4+（0.6+0.25+0.25）*0.06*2=60.504m2门（过）（1+0.25+0.25）*0.12*18+（1.8+0.25+0.25）*0.12*42+（1+0.25+0.25）*0.12*2窗（压）2.4+0.25+0.25）*0.18*2+（1.5+0.25+0.25）*0.12*2+（1.8+0.25+0.25）*0.12*112+（2.1+0.25+0.25）*0.12*1617 *********楼计算书+（2.1+0.25+0.25）*0.12*16+（1.2+0.25+0.25）*0.12*32+（1.2+0.25+0.25）*0.12*24+（0.7+0.25+0.25）*0.06*32+（0.6+0.25+0.25）*0.06*16+（1.8+0.25+0.25）*0.12*4+（0.7+0.25+0.25）*0.06*4+（0.6+0.25+0.25）*0.06*2=60.504m2V砌筑=（6368.23-1233.412-159.552）*0.24=1194.06m3三屋面工程平屋面m22.7*（3.9+4.2）*3+（5.4+3.3+3.3+5.4）*2*2=96.33m2541：3水泥砂浆找平层10m296.33高聚物卷材10m296.33粉煤灰找平层10m296.3354聚苯乙烯挤塑保温层板m396.33*0.03=2.891：3水泥砂浆找平层10m296.33C30砼m396.33*0.05=4.817坡屋面m22*1.18*【(1.625+7.2)*4.2+5.1*6+3.9*（5.1+1.8）+5.1*5.1+7.2*（5.1+1.86.45*5.1）】=479.46m21：3水泥砂浆找平层10m2479.46高聚物卷材10m2479.461：3水泥砂浆找平层10m2479.46聚苯乙烯挤塑保温层板m3479.46*0.04=19.1741：3水泥砂浆找平层10m2479.46水泥瓦10m2479.4617 *********楼计算书四装饰工程16064.52956墙体抹灰外m226.4*【（57.3+0.24+13.2+0.24）*2+1.45*4】=2900.86m2内m2（119.97+270.99*2）*17.435+2.555*（160.17+238.33*2）=13163.669m257外墙保温1:2水泥砂浆10m22900.86m2抗渗防裂砂浆10m22900.86m2玻化微珠10m22900.86m258楼地面1:2水泥砂浆10m27836.211底层891一层891二层891三层891四层891序号分部分项工程名称部位与编号单位计算式结果五层891六层891七层891顶层708.2111：3水泥砂浆找平层10m27836.211底层891一层891二层891三层891四层89117 *********楼计算书五层891六层891七层891顶层708.21159楼梯抹灰10m21610.152底层156.118一层199.077二层199.077三层199.077四层199.077五层199.077六层199.077七层199.077顶层60.49560踢脚线m2689.7【（119.97+270.99*2）*8+（160.17+238.33*2）-1*18-1.8*42-2*1-1.8*4-0.9*7-1*4-2.8*16-0.5*42-1*6】*0.12序号分部分项工程名称部位与编号单位计算式结果=689.761门窗工程m21233.412窗m2821.952C1（2个）m22.4*3.29=7.896m215.792C2（2个）m21.5*2.75=4.125m28.25C3（112个）m21.8*2.09=3.762m2421.344C10（4个）m20.7*1.64=1.148m24.592C11（2个）m20.6*1.64=0.984m21.968门411.4617 *********楼计算书M1（18个）m21*2.2=2.2m239.6M4（42个）m21.8*2.55=4.59m2192.78M5（2个）m21*2.55=2.55m25.1M6（4个）m21.8*2.35=4.23m216.92M7（7个）m20.9*2.2=1.98m213.86M8（4个）m21*2=2m28SM1（16个）m22.8*2=5.6m289.6FHM1（42个）m20.5*1.6=0.8m233.6FHM2（6个）m21*2=2m21217'