1、521.82（25.5-10.5+0.24）*（34+0.24）=521.822门窗洞口工程量门型号洞口尺寸总樘数面积/所在部位高/mm宽/mm每樘小计L中M-124005.76M-21200122.8834.5631.68M-32100900201.8937.811.3426.46门合计78.1214.2263.9窗C12151500241.843.2C15152.2545C2415693.6248.4窗合计336.63工程量计算分项工程名称工程量平整场地按首层面积计算挖基槽m569.4槽宽：1.21.2+0.3*2=1.8槽长：（34-1.35-2.8-3*6-2.8-1.25）+（34-
2、1.3*2-2.6*8）+（25.5-1.8-5.4-5.2-3.0）+（25.5-1.9-5.4-5.2-1.4）+（10.5-1.4-1.8）*2+（25.5-1.8-5.2-4-3）+25.5-1.9-5.2-4-1.6=7979*1.8=142.24+0.3*2=4.6 槽长：7-1+1.5=7.57.5*4.6=34.53.槽宽：5.25.2+0.3*2=5.8 槽长：7-1+1.5+6.5=1414*5.8=81.24.槽宽：5.45.4+0.3*2=6 槽长：7.57.5*6=455槽宽：3.83.8+0.3*2=4.4槽长：34-7.5*2+34-7.5-6.5=394.4*3
3、9=171.6基槽挖深：-1.2-（-0.3）+0.3=1.21.2*（142.2+34.5+81.2+45+171.6）=569.4挖基坑323.51JC-1 ：2个（2.5+0.6）*（3+0.6）*1.2*2=26.78JC-2：10个 （2.6+0.6）*（3.4+0.6）*1.2*10=153.6JC-3 ：2个（2.8+0.6）*（3.6+0.6）*1.2*2=34.27JC-4：6个 （3+0.6）*（3.6+0.6）*1.2*6=108.86合计：7:3砂石褥垫层160.96126.4+151.8+78.4+43.5+163.8+19.72+114+25.6+81.6=804.
4、82垫层厚：200mm804.82*0.2=160.96C10混凝土垫层73.08107.44+143.52+75.04+41.7+154.44+16.81+98.26+22.26+71.29=730.76100mm730.76*0.1=73.08现浇C25钢筋混凝土条形基础233.0747.4+13.95+27.3+20.4+124.02=233.077现浇C25钢筋混凝土独立基础866JC-1：6.2838.5JC-3：9.9631.8686.68M10地下防水砖墙17.649现浇C30混凝土柱22.24KZ1：4.4KZ2：9.35KZ3：KZ4：1.1KZ5：5.5合计22.2410现
5、浇C25混凝土柱90.029.84+4.4=14.2420.91+19.36=40.275.2+3.42=8.622.11+1.09=3.212.3+11.39=23.69合计90.0211现浇C30混凝土梁555155.51现浇C25混凝土梁200.6355.51*3+34.113现浇C30混凝土板87.4214现浇C25混凝土板294.5481.48*2+80.58+5115现浇C20混凝土过梁18.9716现浇C25混凝土构造柱9.8217现浇C25混凝土楼梯91.5418现浇独立基础模板（含垫层）346.4JC-1: 14.26*2=28.52JC-2: 16.8*10=168JC-3
6、: 18.12*2=36.24JC-4: 18.94*6=113.64合计346.419现浇条形基础模板（含垫层）983.2252.8+63+123.2+84+460.2=983.2现浇混凝土框架柱模板1175.5211755221现浇混凝土框架梁模板2427.222现浇混凝土板模板3821.423现浇混凝土楼梯模板现浇构造柱模板81.8325现浇过梁模板158.0826外墙双排脚手架2215.5南立面：652.8北立面：西立面：454.95东立面：27现浇独立基础钢筋用量kg223712 重量0.888kg/m主筋1 25根：25*2.5*0.9=56.25主筋2 21根：21*3*0.9=
7、56.756.25+56.7=112.95小计：112.95*2=225.912主筋1 28根主筋2 22根122.4*10=1224 12主筋1 30根主筋2 23根129.6*2=259.2主筋2 25根135*6=8102519.1m2519.1*0.888=2237kg28现浇条形基础钢筋用量5567.05主筋10 395根 重量0.617kg/m0.617*0.9*1.2*395=263.21分布筋10292.46555.672.主筋B16 312根 重量1.58kg/m1.58*0.9*3.8*312=1685.92457.22143.12主筋B16 68根1.58*0.9*4*6
8、8=386.7892.55479.33主筋B18 140根 重量2.00kg/m2*0.9*5.2*140=1310.4224.591534.99主筋B18 75根2*0.9*5.4*75=729124.94853.94总计：29现浇框架柱钢筋用量21144.23-1.2至4.17 4.17-（-1.2）=5.37主筋4B25 3.85*4*5.37=82.72B20 2.47*2*5.37=26.534B18 2*4*5.37=42.96152.194.17至11.97 11.97-4.17=7.8主筋4B20 2.47*4*7.8=77.062B16 1.58*2*7.8=24.652B1
9、8 2*2*7.8=31.2132.9111.97至15.87 15.87-11.97=3.9主筋4B20 2.47*4*3.9=38.532B18 2*2*3.9=15.62B16 1.58*2*3.9=12.3266.45351.55-1.2至8.07 8.07-（-1.2）=9.27主筋4B22 2.98*4*9.27=110.54B20 2.47*4*9.27=91.62B18 2*2*9.27=37.08239.188.07至11.97 11.97-8.07=3.9主筋4B22 2.98*4*3.9=46.496B18 2*6*3.9=46.893.2911.97至19.2 19.2
10、-11.97=7.23主筋4B18 2*4*7.23=57.844B16 1.58*4*7.23=45.69103.53436主筋4B20 2.47*4*5.37=53.068B18 2*8*5.37=85.92138.984.17至11.97 7.8m6B18 2*6*7.8=93.6170.6611.97至19.2 7.23m主筋 4B18 2*4*7.23=57.84413.17-1.2至4.17 5.37m主筋4B22 2.98*4*5.37=64.01133.5主筋6B20 2.47*6*7.8=115.6140.2511.97至15.87 3.9m小计:340.2-1.2至8.07
11、 9.27m4B20 2.47*4*9.27=91.59239.178.07至11.97 3.9m4B16 1.58*4*7.23=45.7103.54箍筋：KZ1 2.6*36+46*1.95+23*1.5=217.8217.8*0.395=86.03KZ2 2.6*82+43*1.95=297.05297.05*0.395=117.33KZ3 3.9*36+2.8*46+1.95*43=353.05353.05*0.395=139.45KZ4 3.05*36+2.4*46+1.5*43=284.70.395*284.7=112.46KZ5 3.05*36+2.6*46+2.4*43=332
12、.6332.6*0.395=131.38单根钢筋总计：437.58553.33552.62452.66567.38钢筋总计：437.58*8+553.33*17+552.62*3+452.66*2+567.38*10=21144.2330现浇框架梁钢筋用量45873.25二层：主筋：12 264m264*0.888=234.43B14 1068m1068*1.21=1292.28B16 854m854*1.58=1349.32B18 1414.5m1414.5*2=2829B20 367.5m367.5*2.47=907.73B22 142.5m142.5*2.98=424.65B25 585
13、m585*3.85=2252.251602.5010892.16三、四层：10892.16*2=21784.32五层：12 162m162*0.888=143.86B14 804m804*1.21=972.84B16 1084m1084*1.58=1712.72B18 739m739*2=1478B20 622.5m622.5*2.47=1537.58B22 493.5m493.5*2.98=1470.63B25 37.5m37.5*3.85=144.381602.59062.51屋顶：B14 300m300*1.21=363B16 600m600*1.58=948B18 735m735*2=
14、1470B20 180m180*2.47=444.6908.664134.2631现浇混凝土板钢筋用量31012.98 6554.7m6554.7*0.395=2589.11B10 5582.58m5582.58*0.671=3444.456 4335m4335*0.222=962.37雨棚：111.8*0.395=44.166995.93+44.16=7040.096995.93*2=13991.86B10 5127.98m5127.98*0.671=3440.876992.358 6132.9m6132.9*0.395=2422.56 2550m2550*0.222=566.12988.6
15、32现浇构造柱钢筋用量323.8233现浇过梁钢筋用量1026.3934现浇楼梯钢筋用量881.6435填充墙体工程653.56一层：682.5*0.24=163.8二至四层：1901.25*0.24=456.3476*0.24=114.24734.34门窗洞口扣除体积：（336.6+78.12）*0.24=99.53填充墙：734.34-99.53=634.81361:2水泥砂浆地面828372水泥砂浆楼面2725.3838上人卷材保温屋面34839一般卷材保温屋面51040内墙抹灰2723.75682.51901.25五层4763059.75门窗洞口扣除面积：4153059.75-415=2644.7541顶棚抹灰3553.3842外墙涂料墙面43土方回填321.56
