工程量计算式表

工程量计算式定额编号工程项目名称单位计算式一建筑工程（一）建筑面积㎡首层：S1=58.04×(0.12+3.9+3+0.9+3.6+0.12)=675.59S2=3×(1.5+2.7×9+1.5+0.16×2)=82.86S3=3(2.75+0.162)-[1.5(2.73-0.32)]=30.21S扣除=2.46（0.38+0.12）=1.23S首层=675.59+82.86+30.21-1.23=787.43二~六层：S1=58.04(4.8+0.12+3+1.5+2.1+0.12)=675.59S2=3(1.52+2.19+0.162)=82.86S3=3(2.75+0.162)=41.46S4=(1.63+0.24-0.16)0.52=1.71增加阳台：下侧阳台：S5=(2.72-0.42)1.28=44.16S6=(2.7-0.4+0.075)1.2=2.85左侧阳台：S7=(3.6+3+4.8-0.65-0.75-0.35-0.4)1.2=11.1上侧阳台：S8=（1.2-0.3+0.12）2.73=6.32右侧阳台：S9=(4.8+3+1.5+2.1-0.65-0.75+0.8)1.2=11.04S二-六层=675.59+82.86+41.46+1.71+44.16+2.85+11.1+6.32+11.04=877.09S总=787.43+877.095=5172.8815-6脚手架100㎡5172.88/100=51.7316-6大型机械使用费㎡5172.8818-1工程水电费㎡5172.88（二）土方工程1-1场地平整㎡781.431.4=1102.401-19机械挖槽m³6-6:f=0.83b=2.2h=2.28a=18V6=182.22.28+182.280.83=124.356a-6a:f=0.83b=2.2h=6.2aV6a=46.762.26.2+46.766.20.83=878.4331a-1a:f=0.83b=2.6h=6.2aV1a=9.62.66.2+9.66.20.83=204.1541-1:f=0.83b=2.6h=2.28a=6V1=62.62.28+62.280.83=46.92220-20:f=0.59b=3.8h=1.8a=3.6V20=3.63.81.8+3.61.80.59=28.44718-18:b=1.14h=0.55a=30.5V18=30.51.140.55=19.12410-10:f=0.59b=2.6a=13.64h=1.8V10=13.642.61.8+13.641.80.59=78.32112-12：f=0.59b=2h=1.8a=5.48V12=5.4821.8+5.481.80.59=25.54812a-12a:f=0.83b=2h=2.3aV12a=5.322.32+5.322.30.83=34.62813a-13a:f=0.59b=2.4h=1.8aV13a=10.61.82.4+10.61.80.59=57.04911-11:f=0.83b=2.2h=2.3a=17.68V11=17.682.22.3+17.682.30.83=123.2127a-7a:f=0.83b=2h=2.78aV7a=8.622.78+8.62.780.83=67.6603a-3a:f=0.83b=2.2h=2.78aV3a=139.3652.22.78+139.3652.780.83=1173.9278-8:f=0.83b=2.6h=2.28a=24.88V8=24.882.62.28+24.882.280.83=194.5723-3:f=0.83b=2.2h=2.28a=18.12V3=18.122.22.28+18.122.280.83=125.1807-7:f=0.83b=2h=2.28a=5.64V7=5.6422.28+5.642.280.83=36.3922-2:f=0.83b=3.8h=2.28a=3.46V2=3.462.283.8+3.462.280.83=36.5259-9:f=0.59b=2.6h=1.8a=3.06V9=3.062.61.8+3.061.80.59=17.5715-5:f=0.83b=2.2h=2.28a=0.2V5=0.22.22.28+0.22.280.83=1.19915-15:f=0.83b=2.2h=2.3a=6.2V15=6.22.22.3+6.22.30.83=43.2074-4:f=0.83b=2.4h=2.28a=3V4=32.42.28+32.280.83=22.09316-16:f=0.59b=3.4h=1.8a=0.6V16=0.63.41.8+0.61.80.59=4.309V总=124.351+878.433+204.154+46.922+28.447+19.124+78.321+25.548+34.628+57.049+123.212+67.660+1173.927+194.572+125.180+36.392+36.525+17.571+1.199+43.207+22.093+4.309=3342.8541-57打钎拍底㎡6-6，6a-6a:b=(0.7+0.1)a=58.8+2.982=64.76S6=103.621-1,1a-1a:b=2aS1=15.62=31.220-20:b=3.2a=3.6S20=11.5218-18:b=0.54a=14.04+16.46=30.5S18=16.4710-10:b=2a=32+2.022+3.6=13.64S10=27.2812-12,12a-12a:b=1.4a=2.742+2.66S12=15.1213-13,13a-13a:b=1.8a=2.72+3.211-11:b=1.6a=8.1+4.792=17.68S11=28.297-7,7a-7a:b=1.4a=3.5+3.24+2.73-3,3a-3aa=50.9+5.862+16.2+4.22+7.055+5.4+4.3552+2.23+1.2+2.4+1.4+2.52+1.2+42.2=168.39S3=269.428-8:b=2a=14.14+11.34=25.48S8=50.962-2:b=3.2a=2.333=6.994-4:b=1.8a=2.12=4.29-9:b=2a=1.832=3.665-5:b=1.2a=0.72=1.415-15:b=1.6a=4.32=8.6S15=13.7616-16:b=2.8a=1.2S16=3.36S垫层=103.62+31.2+11.52+16.47+27.28+15.12+21.24+28.29+20.78+26.42+50.96+22.37+7.56+7.32+1.68+13.76+3.36=651.95S打钎拍底=S垫层=651.955-1C10基础垫层m³V垫层=S垫层0.1=65.1955-5C20带形基础m³2-2（2a-2a）a=2.53Sf=0.71.225=0.8575Sl=0.2752(2.33-0.35)=1.089Sq=0.20.35=0.07Vf=0.85757.59=6.501Vl=1.0897.59=8.266Vq=0.077.59=0.5313-3a=5.862+4.2+4.2+2.4+1.4+2.72=29.32Sf=(0.15+0.35)0.55=0.275Sl=0.30.35=0.105Sq=0.2(2.33-0.35)=0.396Vf=0.27529.32=8.063Vl=0.10529.32=3.079Vq=0.39629.32=11.6113a-3aa=51+16.2+7.055+5.4+4.3552+2.63+1.6+1.4+42.Sf=(0.15+0.35)0.55=0.275Sl=0.50.35=0.105Sq=0.2(2.83-0.35)=0.496Vf=0.275141.565=38.93Vl=0.105141.565=14.864Vq=0.496141.565=70.2164-4a=2.32=4.6Sf=(0.15+0.35)0.525=0.2625Sl=0.2752(2.33-0.35)=1.089Sq=0.20.35=0.07Vf=0.26564.6=1.208Vl=1.0894.6=5.009Vq=0.074.6=0.3225-5a=0.92=1.8Sl=0.1520.35=0.105Sf=(0.15+0.35)0.35=0.175Sq=0.2(2.33-0.35)=0.396Vf=0.1751.8=0.315Vl=0.1051.8=0.189Vq=0.3961.8=0.7136-6a=18Sf=(0.15+0.35)0.53=0.265Sl=(0.172)0.35=0.119Vf=0.26518=4.77Vl=0.11918=2.1426a-6aa=40.8+2.98Sf=0.265Sl=0.119Vf=0.25646.76=12.391Vl=0.11946.76=5.5647-7a=3.34+2.7=6.04Sf=(0.15+0.35)0.45=0.225Sl=0.30.35=0.105Sq=0.2(2.33-0.35)=0.396Vf=0.2256.04=1.359Vl=0.1056.04=0.634Vq=0.3966.04=2.3927a-7aa=3.6+2.7Sf=0.225Sl=0.105Sq=0.2(2.83-0.35)=0.496Vf=2.025Vl=0.945Vq=4.4699-9a=1.932=3.86Sf=0.625(0.15+0.35)=0.3125Sl=(1.85-0.35)(0.315+0.235)=0.825Sq=0.350.2=0.07Vf=0.31253.86=1.206Vl=0.8253.86=3.185Vq=0.073.86=0.2710-10a=32+2.022+3.6=13.64Sf=(0.15+0.35)0.86/2+(0.15+0.35)0.94/2=0.45Sl=(0.315+0.235)(1.85-0.35)=0.825Vf=0.4513.64=6.138Vl=0.82513.64=11.25311-11a=8.1+4.79Sf=0.50.425=0.2125Sl=0.2752(2.35-1.55)=0.44Sq=(0.2252)1.55=0.698Vf=0.212517.68=3.757Vl=0.4417.68=7.779Vq=0.69817.68=12.34120-20a=3.6Sf=0.71.225=0.8575Sl=(0.2752)(1.85-0.35)=0.825Vf=0.85753.6=3.087Vl=0.8253.6=2.9713-13a=2.72+3.42=12.2Sf=0.50.63=0.315Sl=0.340.35=0.119Vf=0.31512.2=3.843Vl=0.11912.2=1.45214-14a=1.82=3.6Sf=0.50.61=0.305Sl=0.30.35=0.105Sq=0.22=0.4Vf=0.3053.6=1.098Vl=0.1053.6=0.378Vq=0.43.6=1.4415-15a=4.72=9.4Sf=0.50.425=0.2125Sl=(0.2752)(2.35-1.55)=0.44Sq=0.21.55=0.31Vf=0.21259.4=1.998Vl=0.449.4=4.136Vq=0.319.4=2.91416-16a=1.4Sf=0.50.55+1.90.35=0.59Sl=0.30.352=0.21Sq=0.21.5=0.3Vf=0.591.4=0.826Vl=0.211.4=0.294Vq=0.31.4=0.4218-18(18a-18aSl=(0.172)0.7=0.238Vl=0.23830.5=7.25912-12a=2.742=5.48Sf=0.50.43=0.215Sl=(0.172)0.35=0.119Vf=5.480.215=1.178Vl=5.480.119=0.65212a-12aa=2.66Sf=0.215Sl=0.119Vf=5.320.215=1.144Vl=5.320.119=0.633a=0.32=0.6Sf=0.50.73=0.365Sl=0.1720.35=0.119Vf=0.60.365=0.219Vl=0.1190.6=0.0711a-1aa=4.8Sf=0.365Sl=0.119Vf=9.60.365=3.504Vl=9.60.119=1.1428-8a=14.24+11.44=25.68Sf=0.50.625=0.3125Sl=0.2752(2.33-0.35)=1.089Sq=0.20.35=0.07Vf=0.312525.68=8.025Vl=1.08925.68=27.967Vq=0.0725.68=1.79819-19a=3.63=10.8Sl=0.27520.8=0.44Sq=0.20.35=0.07Vl=0.4410.8=4.752Vq=0.0710.8=0.75619a-19aa=3.6Sl=0.44Vl=0.447.2=3.168合计：Vf总=6.501+8.063+38.93+1.208+0.315+4.77+12.391+1.359+2.025+1.206+6.138+3.757+3.087+3.843+1.098+1.998+0.826+1.178+1.144+0.219+3.504+8.025=111.585Vl总=8.266+3.079+14.864+5.009+0.189+2.142+5.564+0.634+0.945+3.185+11.253+7.779+2.97+1.452+0.378+4.136+0.294+7.259+0.652+0.633+0.071+1.142+27.967+4.752+3.168=117.756Vq总=0.531+11.611+70.216+0.322+0.713+2.392+4.464+0.27+12.341+1.44+2.914+0.42+1.798+0.756=110.188V总=111.585+117.756+110.188=339.5294-1砖基础m³6-6a=18Sq=1.980.24=0.4752Vq=0.475218=8.5546a-6aa=40.8+2.98Sq=5.90.1852=2.183Vq=46.762.183=102.07710-10a=32+2.022+3.6=13.64Sq=0.350.24=0.084Vq=0.08413.64=1.14620-20a=3.6Sq=0.240.35=0.084Vq=0.0843.6=0.30213-13a=2.72+3.42=12.2Sq=0.241.5=0.36Vq=0.3612.2=4.39218-18a=14.04+16.46-1.66=28.84Sq=0.240.1=0.024Vq=28.840.024=0.69212-12a=2.742=5.48Sq=0.241.5=0.36Vq=0.365.48=1.97312a-12aa=2.66Sq=0.242=0.48Vq=0.485.32=2.5541-1aSq=0.241.98=0.475Vq=0.4756=2.8511a-1aa=4.8Sq=0.245.9=1.416Vq=1.4169.6=13.594Vq(±0.00以下)=8.554+102.077+1.46+0.302+4.392+0.692+1.973+2.554+2.851+13.594=138.4491-93：7灰土回填m³V挖方量-V垫层-V带形基础-Vq（±0.00以下）=3342.854-65.195-339.529-138.449=2799.6811-15余土运输m³V=V挖-0.9V灰土=3342.681-0.92799.681=822.968（三）混凝土工程5-21构造柱m³GZ3S=0.30.3=0.09h=6.254+1.852+19.16=143.3VGZ3=0.09143.3=12.897GZ1S=0.360.24=0.0864h=2.339+6.2511+6.25+0.63+2.352+6.25+19.127=624.42VGZ1=0.0864624.42=53.95GZ2S=0.30.3=0.09h=1.852+19.12=41.9VGZ2=0.0941.0=3.771GZ4S=0.30.3=0.09h=2.352+19.12=42.9VGZ4=0.0942.9=3.861GZ5S=0.240.36=0.0864h=0.64+19.14=78.8VGZ5=0.086478.8=6.808VGZ=12.897+53.95+3.771+3.861+6.808=81.2875-17（换）C25柱m³Z4S1=0.240.74=0.1776S2=0.240.24=0.0576H1=(6.25+3.1)2=18.7H2=(18.6-3.1)2=31V4=0.177618.7+0.057631=5.107Z1S=(0.9-0.24)0.24+0.240.64=0.312H=(1.55+18.6)2=40.3V1=0.31240.3=12.574Z2S=0.20.5+0.160.16=0.126H=4.624=18.48V2=2.328Z3S1=0.240.84=0.202S2=0.240.24=0.058H1=4.954=19.8H2=(18.6-3.1)4=62V3=0.20219.8+0.05862=7.596KZ1S1=0.450.45=0.203H1=4.622=9.24V1=0.2039.24=1.876S2=0.40.24=0.096H2=15.532=31.06V2=31.060.096=2.982VKZ1=1.876+2.982=4.858V柱=5.107+12.574+2.328+7.596+4.858=32.4635-27过梁、圈梁m³过梁:S=0.240.24=0.0576MC-3a=2.94VMC-3=2.940.0576=0.169M-5a=1.6VM-5=1.60.0576=0.092M-3a=1.3251=326.3VM-3=326.30.0576=18.795M-6a=1.66=9.6VM-6=9.60.0576=0.553MC-4a=2130=260VMC-4=2600.0576=14.976C-2a=1.42=2.8VC-2=2.80.0576=0.161C-5a=1.447=65.8VC-5=65.80.0576=3.79带窗套：S=(0.240.24)+0.10.1=0.0676C-1a=670=420VC-1=4200.0676=28.392V1总=0.169+0.092+18.795+0.553+14.976+0.161+3.79+28.392=66.928圈梁：一层：QL1S1=0.240.24=0.0576a1=(57.8+17.4)2-1.6552-1.0452-2.7=142.300V1=142.30.0576=8.196QL2S2=0.240.16=0.0384横向a1=（57.8-0.24-2.7+0.16）2+2.7+2.2422+0.162+(1.5+2.73+1.655+0.08)2=167.36竖向a2=0.9+3+0.9+0.6+2.1-0.36+3.9-0.12-0.08+（3.9+0.9-0.2）9+（3.9+0.9+3-0.2-0.16）5+（3.9+0.9+3+0.9-0.2-0.162）2+（0.9+0.6+2.1-0.2）2+（0.9-0.16）2+（2.1-0.2+0.6+0.90.16）2+（2.1+1.2+1.8-0.6-0.2-0.16）+（2.1+1.2+1.8-0.2-0.16）3+（0.9+0.6-0.16）+（2.1+1.2+1.8+1.52-0.44-1.6）2+（2.1+1.2-0.16）2+（1.2+0.8-0.2）+（1.2+1.8-0.8）=164.14a=331.5V2=331.50.0384=12.730V一层=8.196+12.730=20.926二-六层:QL1S1=0.240.24=0.0576a1=57.82+17.42=150.4V1=150.40.0576=8.663QL2S2=0.240.16=0.0384横向：a1=(57.8-0.24-2.7+0.16)2+(2.242+0.16)2+1.5+2.73+1.6+1.1+2.74+1.1+1.6+1.5+0.16+(1.5+2.73+1.6+1.12+2.7+1.6+2.73+1.5-0.16)=173.92竖向：a2=（3.9+0.9+3+0.9+0.6+2.1-0.162-0.24）2+（3.9+0.9-0.2）9+（3.9+0.9+3-0.2-0.16+0.9-0.16）6+（2.1-0.2+0.6+0.9-0.16）2+（2.1+1.2+1.8-0.2-0.16）+（3.9+0.9+3+0.9+0.6+2.1+1.2+1.8-0.24-0.164）+（2.1+1.2+1.8+1.5+1.5-0.16-0.24-0.2）2+（1.2+1.8-0.2）2+（2.1+0.9+0.6-0.2）=170.38a=173.92+170.38=344.3V2=0.0384344.3=13.221V二-六=V1+V2=8.663+13.221=21.884V2总=20.926+21.8845=130.346V总=130.346+66.928=197.2745-24（换）梁m³一层：L101S=0.240.6=0.144a=3.9-0.2=3.7V=0.1443.7=0.533L102S=0.240.7=0.168a=(2.1+0.6+0.9-0.2)2=6.8V=0.1686.8=1.142L103S=0.240.7=0.168a=(2.1+0.6-0.2)2=5V=0.1685=0.84L104S=0.20.4=0.09a=(2.242+0.9-0.24)2=10.28V=0.0910.28=0.925L105S=0.240.53=0.1272a=1.52+1.342=5.68V=0.1275.68=0.722V一层=0.533+1.142+0.84+0.925+0.722=4.162二-六：L201S=0.20.45=0.09a=（1.52+1.8-0.08-0.24）2=8.96V=8.960.09=0.806L202S=0.240.7=0.168a=3.42=6.8V=6.80.168=1.142L203S=0.240.7=0.168a=2.52=5V=0.1685=0.84L204S=0.20.45=0.09a=（2.242+0.9-0.24）2=10.28V=10.280.09=0.925L205S=0.240.53=0.127a=1.52+1.342=5.68V=5.680.127=0.721L206S=0.240.53=0.127a=(1.2+2.1-0.16)2=6.28V=6.280.127=0.798V二-六=（0.806+1.142+0.84+0.925+0.721+0.798）5=26.16V总=26.16+4.162=30.322KL101S=0.450.45=0.203a=1.6552+1.0452+2.7-0.262=7.58V=0.2037.58=1.539KL102S=0.40.45=0.18a=(1.0452+2.7)2=7.49V=7.490.18=1.348KL103S=0.20.45=0.09a=(1.8+1.52-0.44)2=8.72V=8.720.09=0.785KL104S=0.20.45=0.09a=（2.1+1.2-0.16）2=6.28V=6.280.09=0.565VKL总=1.539+1.348+0.785+0.565=4.237V总=4.237+30.322=34.5595-28楼板、层面板m³一层：厚=0.12S1=(57.8-0.24)(3.9+0.9+3+0.9+0.6+2.1-0.24)=642.370S2=(1.2+1.8)(1.5+2.77+1.6552+1.0452+1.5-0.16)=84.12S3=(1.52)(2.73+1.6552+1.0452-0.16)=40.02S一层=642.37+81.42+40.02=763.81V=91.657二-五层：S1=（57.8-0.24）(3.9+0.9+3+1.5+2.1-0.24)=642.37S2=(1.2+1.8)(1.5+2.77+(1.6+1.1)2+1.5-0.16)=81.42S3=3(2.75-0.16)=40.2V二-五层=642.37+81.42+40.02=763.814=366.629六层:厚=0.12TB1=(57.8-1.752)1.2-(0.9(3+1.5+0.4-1.75))-((3.5+1.2+0.4-1.75)0.9)-0.90.80.7-(2.7-0.16)1.2-(0.4+0.08)0.9=50.79TB2=（3.9+0.9+3+0.9+0.6+2.1-1.4-0.4）1.2+0.30.75+0.30.52-0.350.9=11.586TB3=(4.8+3+0.9+0.6+2.1-1.4-0.4)1.2+0.30.75+0.30.52-0.350.9=11.586S六层=763.81+50.79+11.5862=837.772V六层=837.7720.12=100.533V总=91.657+366.629+100.533=558.8195-44阳台m³厚=0.12二-五层：S1=(57.8-1.752)1.2-(0.9(3+1.5+0.4-1.75))-((3.5+1.2+0.4-1.75)0.9)-0.90.87-(2.7-0.16)1.2-(0.4+0.08)0.9=50.79S2=(3.9+0.9+3+0.9+0.6+2.1-1.4-0.4)1.2+0.753+0.30.52-0.350.9=11.586S2=S3=11.586S二-五层=50.79+11.5862=73.9624=295.848V二-五层=35.5025-46雨罩m³厚=0.12一层：S=(2.7+1.655+1.04+2.7+1.045+1.655+2.7+0.32)0.9-(2.7+0.16)0.62=9.006V=9.0060.12=1.0815-36（换）混凝土内墙m³厚=0.16H=3.1首层：a=331.5(QL2长度)S1=331.53.1=1027.65扣除：C-2S=1.2S1=2.4C-5S=0.6S2=4.2M-3S=0.92.4=2.16S3=2.1636=77.76M-2S=2.4S4=2.44=9.65M-6S=1.22.4=2.88S5=2.88S首层=1027.65-2.4-4.2-77.76-9.6-2.88=930.81二－六层：a=344.3(QL2长度)H=15.4S2=344.315.4=5302.22扣除:C-5S=0.6S1=0.640=24M-3S=0.92.4=2.16S2=2.16215=464.4M-6S=1.22.4=2.88S3=2.885=10.4S二－六层=5302.22-24-464.4-14.4=4799.42V总=(930.81+4799.42)0.16=916.8375-40楼梯㎡一号梯：b=2.7a=4.8n=5S1=2.74.85=64.8增加:b=2.7/2=1.35a=1.62+0.125=1.745S=1.7451.35=2.356S1=64.8+2.356=67.156二号梯：b=1.2a=2.1+1.25+2.12+1.55=7.04S=7.041.2552=84.48S总=84.48+67.156=151.636(四)砌筑工程4-16KP1粘土空心砖m³厚=0.24首层:H=3.1a=(58.04+17.64)2-0.2442-0.72=139.88S=3.1139.88=433.628扣除：C-1S1=2.530=67.5C-3S2=0.812=1.62M-1S3=2.12=4.2MC-1S4=18.75MC-3S5=2.542=5.08M-5S6=2.52S扣=67.5+1.62+4.2+18.75+5.08+2.52=99.67V一层=(433.628-99.67)0.24=80.15二－六层：b=0.24H=18.5-3.1=15.4a=(58.04+17.64)2-0.2442-0.72-0.42=139.08S=139.0815.4=2141.832扣除：C-1S1=2.2540=90C-4S2=4.23410=42.34C-3S3=0.8110=8.1MC-4S4=1304=520S扣=90+42.34+8.1+520=660.44V二－六层=(2141.832-660.44)0.24=355.534扣除板搭接=139.080.240.126=24.033增加女儿墙=139.080.240.5=16.690V总=80.15+355.534-24.033=411.6514-24女儿墙m³V=16.690(五)模板工程7-1基础垫层㎡S=1.38365.195=90.1657-3带形基础㎡S=2.197(111.585+117.756)=503.8627-17构造柱㎡S=81.276=487.7227-11矩形柱㎡S=32.46310.526=341.7067-28过梁㎡S=66.9289.681=647.9307-38圈梁㎡S=130.3466.579=857.5467-28梁㎡S=34.5599.608=331.9747-43无梁板㎡S=558.8194.854=2712.5077-20混凝土墙㎡S=(339.529+916.837)7.440=9347.3637-56雨篷㎡S=11.7771.081=12.7317-56阳台㎡S=35.5025.642=200.3027-54楼梯㎡S=151.6362.123=321.923(六)钢筋工程8-2Ø10以外t带形基础=（111.585+117.756）71=16.183单梁、连续梁=34.55987.6=3.207过梁=66.92867.2=4.5圈梁=130.34699=12.904矩形柱=（81.287+32.463）103.3=11.75直行墙=（916.837+110.188）36=36.973无梁板=（558.819+35.502）15.4=9.153M总=16.183+3.027+4.5+12.904+11.75+36.973+9.153=94.598-1Ø10以内t楼梯=151.6366.5=0.986二装饰工程（一）楼地面1-13：7灰土垫层m³首层：厚=0.1宿舍S1=11.86417+20.7+9.713+21.336+9.52+10.472=270.369水泵房S2=10.104配电室S3=3.5502管理员室S4=9.002小卖部S5=11.684洗衣房S6=S5=11.684门卫S7=9.0432门厅S8=60.758走廊S9=51.3316楼梯间S10=51.714起居厅S11=5.184+6.9962+34.4982+5.184+7.139+31.5442.6884+1.7732+12.7092+5.916+10.0628+2.52+3.6589+18.637+1.26+2.2136+9.65763.1514+3.1824+11.7416=179.7175S首层=270.369+10.104+3.5502+9.002+11.684+11.684+9.0432+60.785+51.3316+51.714+179.7175=668.9845增加门:外：0.48+1.80+0.6096+0.288=3.1776内：5.184+7.98+0.64+0.84+0.192=14.836S总=14.836+3.1776+669.9845=686.9981V=686.99810.1=68.6981-151：3水泥砂浆找平㎡S二~六层:S宿舍=1684.959S楼梯间、走廊=475.858S配电间=14.453S卫浴=375.41S起居厅=951.87S二~六层=1684.959+475.858+14.453+375.41+951.87=3502.55S=3502.55+686.9981=4189.551-53石塑防滑地砖面料㎡S=4189.55-3.5502-11.684-5.184-6.9962-5.184-7.139-2.6884-1.7732-5.916-2.52-3.6589-1.26-2.2136-3.1514-3.1824-375.41-2.58262-2.7068-2.585-2.70685-3.26025-2.05925-2.2908-2.2256-2.22565-2.8886-3.0284-14.453=3594.271-51石塑防滑地砖面料㎡S=4189.55-3594.27+14.453+3.5502=613.281-5水泥焦渣垫层m³一层:V=686.99810.06=41.220二~六层:V=3502.550.1=350.255V总=41.220+350.255=391.4751-25水泥地面㎡S=14.453+3.5502=18.00(二)天棚2-14PVC板吊顶龙骨㎡S=613.282-83PVC板㎡S=613.282-10双层龙骨㎡S=60.785+51.3316+447.288=559.402-70装饰石膏板㎡S=559.40（三）墙面3-111内墙涂料㎡A户型ZC=21.6H=2.98S=64.368SM-3=8.64SM-4=2.8SM-4‘=2.73B户型ZC=20.14H=2.98SM-3=8.64SM-4=2.8SM-4‘=2.73S=60.02C户型ZC=12.94H=2.98S=38.56SM-3=8.64SM-4=2.8SM-4’D户型ZC=23.82H=2.98S=70.98SM-3=8.64SM-4=2.8SM-4’E户型ZC=15.92H=2.98S=47.44SM-3=8.64SM-4=4.2SM-4’F户型ZC=22.76H=2.98S=67.82SM-3=7.8SM-4=2.8SM-4’G户型ZC=21.34H=2.