1、中山市沙溪镇阳光半岛住宅楼RN型基基础础工工程程量量编号承台类型长宽高数量承台砼量 承台模量 垫层砼量 垫层模量截桩头筋凿桩头ZJ1-400一桩台0.800.800.8070.0035.84179.207.0028.00280.007.88ZJ1a-400一桩台0.801.000.805.003.2014.400.602.2020.000.56ZJ1-500一桩台1.001.000.9056.0050.40201.608.0626.88224.006.65ZJ2-400二桩台2.000.801.5015.0036.00126.003.309.60120.004.69ZJ2a-400二桩台2.02、00.800.902.002.8810.080.441.2816.000.48ZJ2b-400二桩台2.001.000.901.001.805.400.260.688.000.24ZJ3-400三桩台3.550.801.652.009.3728.710.751.9016.000.66ZJ3a-400三桩台3.700.801.652.009.7729.700.781.9616.000.66149.26595.0921.2072.50700.0021.81C25C10基础第 1 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型基基础础土土方方工工程程量量编号承台类型长(a)宽(b)高(h)数量单3、位工程量公式:V=(a+2c+kh)(b+2c+kh)h+k2h3C:每边工作面 K:放坡系数三类土ZJ1A-250一桩台0.750.750.704.00v=(0.75+2*0.3+0.67*1.7)*(0.75+2*0.3+0.67*1.7)*1.7*4+0.74*4m345.09ZJ1-300一桩台0.800.800.7023.00v=(0.8+2*0.3+0.67*1.7)*(0.8+2*0.3+0.67*1.7)*1.7*23+0.74*23m3269.08ZJ2-300二桩台1.600.701.0048.00v=(1.6+2*0.3+0.67*2.0)*(0.7+2*0.3+0.674、*2.0)*2.0*48+1.2*48m3954.78ZJ2B-300二桩台1.600.901.006.00v=(1.6+2*0.3+0.67*2.0)*(0.9+2*0.3+0.67*2.0)*2.0*6+1.2*6m3127.84ZJ2A-250二桩台1.400.650.806.00v=(1.4+2*0.3+0.67*1.8)*(0.65+2*0.3+0.67*1.8)*1.8*6+0.87*6m390.26ZJ2B-250二桩台1.401.000.802.00v=(1.4+2*0.3+0.67*1.8)*(1.0+2*0.3+0.67*1.8)*1.8*2+0.87*2m334.13155、21.17回填1339.34基础第 2 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型基础第 3 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型基基础础梁梁梁号轴号高宽长板厚数量砼量模量垫层砼垫层模土方JL0-1-60.400.2030.7012.4624.561.236.1412.28JKL2-1-60.400.2028.2012.2622.561.135.6411.28JKL3-1-50.400.2029.1012.3323.281.165.8211.64JKL4-1-70.400.2026.4012.1121.121.065.2810.56JKL5-1-70.400.2026.86、012.1421.441.075.3610.72JKL6-1-40.400.2013.7011.1010.960.552.745.48JKL7-1-40.400.2012.1010.979.680.482.424.84JKL80.400.202.2010.181.760.090.440.88JKL9-1-60.400.2024.5011.9619.600.984.909.80JKL10-20.600.2514.0012.1016.800.632.808.33JKL11-1-20.600.2514.0012.1016.800.632.808.33TKL10.500.203.2510.333.257、0.130.651.56JKL12-1-70.400.2025.2012.0220.161.015.0410.08JKL13-1-90.400.2025.5012.0420.401.025.1010.20JKL14-1-70.400.2020.4011.6316.320.824.088.16JKL15-1-70.400.2014.3011.1411.440.572.865.72JKL16a-10.400.204.9510.403.960.200.991.98JKL16a-20.400.202.9510.242.360.120.591.18JKL16a-30.400.203.4010.272.78、20.140.681.36JKL16a-40.400.203.3510.272.680.130.671.34JKL16a-50.400.203.3010.262.640.130.661.32JKL16b-10.400.205.2010.424.160.211.042.08JKL16b-20.400.204.9010.393.920.200.981.96JKL16b-30.400.205.5010.444.400.221.102.20JKL16b-40.400.205.0010.404.000.201.002.00JKL16b-50.400.204.3010.343.440.170.861.729、JKL10.400.205.8010.464.640.231.162.32基础梁第 4 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型JKL170.400.204.6010.373.680.180.921.84JKL180.400.203.9010.313.120.160.781.56JKL19-10.400.205.2020.838.320.422.084.16JKL19-20.400.205.5020.888.800.442.204.40JKL19-30.400.205.1020.828.160.412.044.08JKL200.300.203.9010.232.340.160.78110、.25JKL21-10.300.203.5010.212.100.140.701.12JKL21-20.300.203.1010.191.860.120.620.99JKL220.300.203.4010.202.040.140.681.09JKL230.300.204.9020.595.880.391.963.14JKL24-10.400.203.1010.252.480.120.621.24JKL24-20.400.203.1010.252.480.120.621.24JKL24-30.400.204.0010.323.200.160.801.60JKL24-a0.400.201.301011、.101.040.050.260.52JKL25-10.300.203.8010.232.280.150.761.22JKL25-20.300.203.7010.222.220.150.741.18JKL25-30.300.205.2010.313.120.211.041.66JKL25-40.300.204.9010.292.940.200.981.57JKL25-50.300.205.2010.313.120.211.041.66JKL26-10.400.205.5010.444.400.221.102.20JKL26-20.400.205.0010.404.000.201.002.00J12、KL27-10.400.206.9010.555.520.281.382.76JKL27-20.400.203.9010.313.120.160.781.56JKL28-10.300.203.9010.232.340.160.781.25JKL28-20.300.203.3010.201.980.130.661.06JKL29-10.500.206.7021.3413.400.542.686.43JKL29-20.500.203.8020.767.600.301.523.65JKL29-a0.500.201.3020.262.600.100.521.25JKL30-10.300.204.60113、0.282.760.180.921.47JKL30-a0.300.201.7010.101.020.070.340.54基础梁第 5 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型JKL31-10.400.203.7010.302.960.150.741.48JKL31-20.400.204.9010.393.920.200.981.96JKL31-30.400.202.3010.181.840.090.460.92JKL31-40.400.205.0010.404.000.201.002.00JKL31-50.400.204.9010.393.920.200.981.96JKL31-6014、.400.205.3010.424.240.211.062.12JKL31-70.400.205.2010.424.160.211.042.08JKL31-80.400.205.5010.444.400.221.102.20JKL31-90.400.205.0010.404.000.201.002.00JKL32-10.500.256.7010.846.700.301.343.42JKL32-20.500.253.8010.483.800.170.761.94JKL32-A0.500.251.3010.161.300.060.260.66JKL330.300.204.6010.282.760.15、180.921.47JKL34-10.400.203.8010.303.040.150.761.52JKL34-20.400.204.9010.393.920.200.981.96JKL34-30.400.202.3020.373.680.180.921.84JKL35-10.400.205.2020.838.320.422.084.16JKL35-20.400.205.5020.888.800.442.204.40JKL360.400.203.1020.504.960.251.242.48JKL37-10.400.203.9010.313.120.160.781.56JKL37-20.40016、.203.3010.262.640.130.661.32JKL38-10.400.206.8010.545.440.271.362.72JKL38-20.400.203.9010.313.120.160.781.56JKL390.400.205.5010.444.400.221.102.20JKL40-10.400.204.9020.787.840.391.963.92JKL40-A0.400.201.9020.303.040.150.761.52JKL41-A0.400.201.3010.101.040.050.260.52JKL41-10.400.203.1010.252.480.120.17、621.24JKL41-20.400.203.1010.252.480.120.621.24JKL41-30.400.203.5010.282.800.140.701.40基础梁第 6 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型JKL41-40.400.204.2010.343.360.170.841.68JKL420.400.203.3010.262.640.130.661.32JKL43-10.300.203.3010.201.980.130.661.06JKL43-20.300.203.2010.191.920.130.641.02JKL43-30.300.204.0010.2418、2.400.160.801.28JKL43-40.300.204.2010.252.520.170.841.34JKL440.400.204.6010.373.680.180.921.84JKL45-10.400.204.2010.343.360.170.841.68JKL45-20.400.200.7010.060.560.030.140.28JKL46a0.400.204.8010.383.840.190.961.92JKL46b-10.300.203.0010.181.800.120.600.96JKL46b-20.300.203.5010.212.100.140.701.12JKL4619、c0.400.204.5010.363.600.180.901.80JL1-10.400.1521.2011.2716.960.744.247.95JL1-20.400.152.9010.172.320.100.581.09JL20.400.152.4010.141.920.080.480.90JL3-10.400.201.1010.090.880.040.220.44JL3-20.400.201.1010.090.880.040.220.44JL3-30.400.202.3010.181.840.090.460.92JL4-10.300.203.7010.222.220.150.741.1820、JL4-20.300.202.9010.171.740.120.580.93JL50.300.152.4030.324.320.251.442.16JL70.300.151.2030.162.160.130.721.08JL8-10.300.203.2110.191.930.130.641.03JL8-20.300.203.9010.232.340.160.781.25JL8-30.300.203.7010.222.220.150.741.18JL8-40.300.203.5010.212.100.140.701.12JL8-50.300.203.3010.201.980.130.661.0621、JL8-60.300.203.7010.222.220.150.741.18JL8-70.300.203.7010.222.220.150.741.18基础梁第 7 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型JL8-80.300.203.2010.191.920.130.641.02JL9-10.300.203.4010.202.040.140.681.09JL9-20.300.203.9010.232.340.160.781.25JL9-30.300.203.7010.222.220.150.741.18JL9-40.300.203.5010.212.100.140.701.12TL22、10.400.202.4010.191.920.100.480.96JL10-10.300.203.7010.222.220.150.741.18JL10-20.300.205.2010.313.120.211.041.66JL10-30.300.204.9010.292.940.200.981.57JL10-40.300.205.2010.313.120.211.041.66JL110.400.151.2020.141.920.080.480.90JL12-10.300.205.2020.626.240.422.083.33JL12-20.300.204.9020.595.880.391.923、63.14JL12-30.300.205.2020.626.240.422.083.33JL13-10.400.203.8010.303.040.150.761.52JL13-20.400.203.7010.302.960.150.741.48JL14-10.300.205.2010.313.120.211.041.66JL14-20.300.204.9010.292.940.200.981.57JL14-30.300.205.2010.313.120.211.041.66JL15-10.300.151.6010.070.960.060.320.48JL15-20.300.151.6010.024、70.960.060.320.48JL15a-10.300.152.6010.121.560.090.520.78JL15a-20.300.152.6010.121.560.090.520.78JL160.300.151.1020.101.320.080.440.66WKL10.300.202.1010.131.260.080.420.67WKL2-10.400.203.6010.292.880.140.721.44WKL2-a0.400.201.3010.101.040.050.260.52TKL20.300.201.9010.111.140.080.380.61WL10.300.201.525、010.090.900.060.300.48基础梁第 8 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型地地坪坪地板号轴号长宽板厚数量砼量模量垫层砼垫层模17.7013.40237.180.10123.724.4524.341.192.6018.8048.880.1014.894.8915.4037.10571.340.10157.133.0858.193.0811.3029.60334.480.10133.457.0534.167.051.100.605.280.2081.063.681.461.840.000.1010.000.000.000.000.000.1010.000.000.26、000.000.000.1010.000.000.000.000.000.1010.000.000.000.000.000.1010.000.000.000.001197.16地地坪坪120.2418.26123.0413.16基础梁第 9 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型6.145.645.825.285.362.742.420.444.93.53.50.655.045.14.082.860.990.590.680.670.661.040.981.10.390.861.160.92基础梁第 10 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型0.782.082.22.027、40.260.70.620.681.960.620.620.80.390.760.741.040.981.041.1121196.710.780.780.6601.520.520.920.340.74基础梁第 11 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型0.980.4600.981.061.041.111.6750.9500.920.760.980.922.081.961.240.780.661.360.781.100.660.260.620.620.70.84基础梁第 12 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型0.66000.80.840.920.840.140.928、600.93.183.180.43500.220.220.4600.581.080.5400.7800.70.660.7400.64基础梁第 13 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型0.680.7800.700.741.040.9800.362.081.9600.760.741.0401.040.240.2400.390.330.420.420.26#REF!#REF!#REF!基础梁第 14 页，共 119 页0.000.00以以下下柱柱工工程程量量柱号长宽高数量砼量模板1.80内模板1.80外（B）轴(矩形柱)Z10.500.180.104.000.040.54Z70.5029、0.180.104.000.040.54Z250.500.300.102.000.030.32(BM)轴Z30.600.180.1014.000.152.18Z20.500.180.102.000.020.27Z70.500.180.102.000.020.27Z80.600.180.102.000.020.31Z50.600.180.102.000.020.31Z60.600.180.104.000.040.62Z90.600.180.108.000.091.25Z100.600.180.102.000.020.31Z110.670.250.104.000.070.74Z120.780.1830、0.104.000.060.77Z170.600.300.102.000.040.36Z180.690.300.104.000.080.79Z190.500.180.102.000.020.27Z200.500.180.105.000.050.68Z210.500.180.102.000.020.27Z230.500.180.102.000.020.27Z240.600.180.102.000.020.310.858.752.66(异形柱)C30C30柱号长宽高长1长2全长宽1宽2全宽Z40.520.180.100.300.200.501.05Z140.320.180.100.300.200.31、501.05Z150.520.180.100.300.200.501.05Z130.520.180.100.180.420.601.05Z160.320.180.100.180.070.251.05Z220.320.180.100.180.320.501.05备注数量砼量模量备注2.000.142.522.000.142.522.000.142.522.000.202.946.000.194.412.000.162.520.9617.43C30C30中山市沙溪镇阳光半岛住宅楼RN型0.000.00以以下下柱柱工工程程量量柱号长宽高数量砼量模板1.80内模板1.80外备注（B）轴(矩形柱)Z1032、.500.181.054.000.385.71Z70.500.181.054.000.385.71Z250.500.301.052.000.323.36(BM)轴Z30.600.180.9514.001.4420.75Z20.500.180.952.000.172.58Z70.500.180.952.000.172.58Z80.600.180.952.000.212.96Z50.600.180.952.000.212.96Z60.600.180.954.000.415.93Z90.600.180.958.000.8211.86Z100.600.180.952.000.212.96Z110.6733、0.250.954.000.646.99Z120.780.180.954.000.537.30Z170.600.300.952.000.343.42柱第 19 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型Z180.690.300.954.000.797.52Z190.500.180.952.000.172.58Z200.500.180.955.000.436.46Z210.500.180.952.000.172.58Z230.500.180.952.000.172.58Z240.600.180.952.000.212.968.1484.5525.23(异形柱)C30C30柱号长宽高数量砼34、量模量备注长1长2全长宽1宽2全宽Z40.520.180.700.300.200.501.052.000.525.04Z140.320.180.700.300.200.501.052.000.525.04Z150.520.180.700.300.200.501.052.000.525.04Z130.520.180.700.180.420.601.052.000.425.46Z160.320.180.700.180.070.251.056.000.8711.97Z220.320.180.700.180.320.501.052.000.395.043.2337.59C30C30柱第 20 页，共 35、119 页中山市沙溪镇阳光半岛住宅楼RN型首首层层柱柱工工程程量量柱号长宽高数量砼量模板1.80内模板1.80外备注（AE）轴(矩形柱)Z10.500.182.754.000.9914.96Z20.500.182.752.000.507.48Z30.600.182.7514.004.1660.06Z70.500.182.756.001.4922.44Z80.600.182.752.000.598.58Z250.500.302.752.000.838.80LZ10.200.182.752.000.204.18126.50Z50.600.183.802.000.8211.86Z60.600.18336、.804.001.6423.71Z90.600.183.808.003.2847.42Z100.600.183.802.000.8211.86Z110.670.253.804.002.5527.97Z120.780.183.804.002.1329.18Z170.600.303.802.001.3713.68Z180.690.303.804.003.1530.10柱第 21 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型Z190.500.183.802.000.6810.34Z200.500.183.755.001.6925.50Z210.500.183.802.000.6810.34汇汇37、总总(模模)周长1.80内(高3.6内)126.50126.50Z230.500.183.802.000.6810.34周长1.80内(高3.6以上163.21163.21Z240.600.183.802.000.8211.86周长1.80外(高3.6以上)100.93100.93砼砼C3029.0729.07(异形柱)柱号长宽高数量砼量模量备注长1长2全长宽1宽2全宽Z40.520.180.700.300.200.502.752.001.3513.20Z140.320.180.700.300.200.502.752.001.3513.20Z150.520.180.700.300.200.5038、2.752.001.3513.20Z130.520.180.700.180.420.601.052.000.425.46Z160.320.180.700.180.070.251.056.000.8711.97Z220.320.180.700.180.320.501.052.000.395.045.7462.07C30C30二二层层柱柱工工程程量量柱第 22 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型柱号长宽高数量砼量模板1.80内模板1.80外备注（AE）轴(矩形柱)Z10.500.183.204.001.1517.41Z20.500.183.202.000.588.70Z30.60039、.183.2014.004.8469.89Z40.780.183.202.000.9012.29Z50.600.182.152.000.466.71Z60.600.182.154.000.9313.42Z80.600.183.202.000.699.98Z90.600.182.158.001.8626.83Z100.600.183.202.000.699.98Z120.780.183.204.001.8024.58Z170.600.183.202.000.699.98Z180.780.183.204.001.8024.58Z190.500.182.000.000.00Z240.600.183.40、202.000.699.98Z250.500.183.202.000.588.70二二层层柱柱工工程程量量柱第 23 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型柱号长宽高数量砼量模板1.80内模板1.80外备注LZ30.400.183.202.000.467.42汇汇总总(模模)周长1.80内(高3.6内)232.23232.23LZ80.400.182.952.000.426.84周长1.80内(高3.6以上36.8636.86LZ90.300.180.932.000.101.79砼砼C3018.1118.11二二层层柱柱工工程程量量柱第 24 页，共 119 页中山市沙溪镇阳光半岛41、住宅楼RN型(异形柱)C30C30柱号长宽高数量砼量模量备注长1长2全长宽1宽2全宽Z110.490.180.670.180.070.253.204.001.7023.55Z140.320.180.500.180.200.382.752.000.699.68Z150.600.180.780.180.200.382.752.000.9712.76Z130.420.180.600.180.320.501.052.000.354.623.7250.61C30C30三三层层柱柱工工程程量量柱第 25 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型柱号长宽高数量砼量模板1.80内模板1.80外备注（42、AE）轴(矩形柱)C30C30Z10.500.181.854.000.6710.06Z20.500.182.962.000.538.05Z30.600.183.5214.005.3276.88Z40.780.181.852.000.527.10Z50.600.183.952.000.8512.32Z60.600.183.954.001.7124.65Z80.600.184.882.001.0515.23Z90.600.183.958.003.4149.30Z100.600.182.902.000.639.05Z120.780.182.904.001.6322.27Z170.600.183.2043、2.000.699.98Z180.780.183.204.001.8024.58Z240.600.182.902.000.639.05Z250.500.181.852.000.335.03LZ30.400.181.852.000.274.29汇汇总总(模模)周长1.80内(高3.6内)258.47258.47砼砼C3020.0420.04周长1.80内(高3.6以上29.3829.38三三层层柱柱工工程程量量柱第 26 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型(异形柱)C30C30柱号长宽高数量砼量模量备注长1长2全长宽1宽2全宽Z110.490.180.670.180.070.2544、3.204.001.7023.55Z140.320.180.500.180.200.381.852.000.476.51Z150.600.180.780.180.200.381.852.000.658.5838.65Z130.420.180.600.180.320.503.952.001.3117.384.13C30C30四四层层柱柱工工程程量量柱第 27 页，共 119 页中山市沙溪镇阳光半岛住宅楼RN型柱号长宽高数量砼量模板1.80内模板1.80外备注（AE）轴(矩形柱)C30C30LZ40.300.181.498.000.6411.44LZ50.300.182.008.000.8615.45、36LZ60.300.304.1016.005.9078.72汇汇总总(模模)周长1.80内(高3.6内)26.8026.80砼砼C307.417.41周长1.80内(高3.6以上78.7278.72柱第 28 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（二二）层层K K区区(1/H0J5)(1/H0J5)梁号轴号截面型 备注标高高宽长板厚 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页862ed45ac536f5137366e920b5a5973a.xlsKL10-10.400.203.8010.303.80KL10-20.400.205.0010.405.00KL10-30.400.201.5010.121.50KL10-a0.400.201.8010.141.80KL110.300.202.2010.131.76WKL12a0.400.205.2010.425.20KL12b-10.400.204.8010.384.80KL12b-20.400.249、03.8010.303.80KL12c-10.400.203.7010.303.70KL12c-20.400.204.7010.384.70WKL13a-10.500.257.3010.919.13WKL13a-20.500.257.0010.888.75WKL13b-10.500.257.3010.919.13WKL13b-20.500.257.0010.888.75WKL13b-A0.500.252.0010.252.50KL14a-10.850.204.7010.808.93KL14a-20.850.202.2010.374.18KL14a-30.850.204.7010.808.93K50、L14a-40.850.202.4010.414.56KL14a-50.850.204.7010.808.93KL14a-A0.850.202.0010.343.80KL14b-10.400.204.800.1010.385.28KL15-10.400.200.9010.070.90KL15-20.400.204.5010.364.50KL15-30.400.202.4010.192.40KL15-40.400.204.3010.344.30KL15-50.400.202.4010.192.40KL15-60.400.204.3010.344.30KL15-70.400.202.4010.1951、2.40KL15-80.400.204.4010.354.40KL15-90.400.200.9010.070.90楼层梁第 30 页，共 119 页862ed45ac536f5137366e920b5a5973a.xlsKL160.400.205.5010.445.50WKL160.400.205.0010.405.00KL17-10.400.203.0010.243.00KL17-20.400.203.6010.293.60KL17-30.400.203.6010.293.60KL17-40.400.203.0010.243.00KL17-50.400.202.9010.232.90KL152、7-60.400.203.6010.293.60KL17-70.400.203.6010.293.60KL17-80.400.203.1010.253.10WKL18-10.500.207.2010.728.64WKL18-20.500.207.0010.708.40WKL19a-10.500.204.9010.495.88WKL19a-20.500.203.0010.303.60WKL19a-30.500.203.4010.344.08WKL19a-40.500.203.4010.344.08WKL19a-50.500.203.3010.333.96WKL19b-10.400.205.10153、0.415.10WKL19b-20.400.204.9010.394.90WKL19b-30.400.205.5010.445.50KL200.600.204.2021.0111.76KL21a0.400.203.8010.303.80KL21B0.400.203.8010.303.80KL22-10.400.205.5020.8811.00KL22-20.400.205.1020.8210.20KL230.400.204.0010.324.00KL240.400.203.1010.253.10KL250.400.203.3010.263.30KL27-10.400.203.1010.253.54、10KL27-A0.400.201.3010.101.30WKL28-10.300.205.2010.314.16楼层梁第 31 页，共 119 页862ed45ac536f5137366e920b5a5973a.xlsWKL28-20.300.204.9010.293.92WKL28-30.300.205.2010.314.16WKL290.400.203.8020.617.60KL30-10.400.203.8010.303.80KL30-20.400.203.3010.263.30KL30-30.400.205.2010.425.20KL31-10.500.256.6021.6516.555、0KL31-a0.500.251.4020.353.50KL32-10.400.203.5010.283.50KL32-20.400.204.9010.394.90KL32-30.400.202.3010.182.30KL32-40.400.205.0010.405.00KL32-50.400.204.9010.394.90KL32-60.400.205.2010.425.20KL330.500.255.5010.696.88WKL330.400.255.0010.505.25KL34-10.500.256.6010.838.25KL34-a0.500.251.4010.181.75KL35-56、10.400.203.5010.283.50KL35-20.400.204.9010.394.90KL35-30.400.202.300.110.182.53KL35-A0.400.201.900.1010.152.09KL36-10.400.205.5020.8811.00KL36-A0.400.201.700.120.273.74KL370.500.204.8020.9611.52KL38a0.400.203.8010.303.80KL38b-10.400.203.3010.263.30KL38b-a0.400.202.0010.162.00KL39-10.400.255.5010.55557、.78KL39-a0.400.251.4010.141.47KL40-10.400.203.2010.263.20楼层梁第 32 页，共 119 页862ed45ac536f5137366e920b5a5973a.xlsKL40-20.400.203.0010.243.00KL40-30.400.203.6010.293.60KL40-40.400.203.8010.303.80KL40-50.400.203.300.110.263.63KL40-A0.400.201.4010.111.40KL410.400.202.9010.232.90KL42-10.400.204.200.110.34458、.62KL42-A0.400.200.700.110.060.77WKL43-10.450.204.9010.445.39WKL43-20.450.202.900.110.263.48WKL43-30.450.203.600.110.324.32WKL43-40.450.203.8010.344.18KL44-10.450.204.500.110.415.40L10.400.203.8030.9111.40L2-10.300.202.4010.141.92L2-A0.300.202.000.110.121.80L30.250.202.4050.608.40L50.400.204.6010.3759、4.60L60.300.203.8010.233.04L70.400.204.0010.324.00L80.400.152.100.110.132.21L90.400.181.5040.435.88L120.300.203.4020.415.44L130.400.203.2020.516.40L14-10.400.203.3010.263.30L14-20.400.203.3010.263.30L15-10.400.203.7020.597.40L15-20.400.203.7020.597.40L16-10.400.203.8010.303.80L16-20.400.203.8010.30360、.80L17-10.400.204.100.110.334.51楼层梁第 33 页，共 119 页862ed45ac536f5137366e920b5a5973a.xlsL17-20.400.204.100.110.334.51L300.400.204.8041.5419.20TKL10.200.202.2010.091.32TKL30.600.202.2010.263.08L33-10.300.205.3010.324.24L33-20.300.203.6010.222.88L33-30.300.203.6010.222.88L33-40.300.205.3010.324.24L110.4061、0.205.0010.405.00L18-10.300.203.7010.222.96L18-20.300.205.3010.324.24L18-30.300.204.9010.293.92L18-40.300.205.1010.314.08L190.400.151.7040.416.46L20-10.300.205.2010.314.16L20-20.300.204.9010.293.92L20-30.300.205.2010.314.16L210.400.203.8010.303.80L220.400.203.1020.506.20L230.300.203.6020.435.76L240.62、400.152.5030.457.13L250.300.203.4020.415.44L270.300.121.8020.132.59L26-10.300.204.9020.597.84L26-20.300.205.3020.648.48L290.400.185.1020.7310.00TL10.300.151.700.120.152.89TL20.300.153.200.120.295.44TPL10.500.201.600.120.324.16合合计计楼层梁第 34 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls汇汇总总砼砼80.4080.40支63、支模模高高3.6m内内352.08352.08支支模模高高4.6m内内296.91296.91支支模模高高5.6m内内70.2370.23（三三）层层梁梁工工程程量量梁号轴号截面型 备注标高高宽长板厚 数量砼量模量3KL1-1E外外3.30 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外外3.300.400.184.510.1020.659.743KL6-2A内内3.300.400.182.9965、20.435.863KL7A内内3.300.380.183.7720.517.013KL8-PA内内3.300.400.181.3620.202.673KL8-1C外外3.300.400.182.990.1020.436.463KL8-2D内内3.300.400.182.6220.385.143KL9-1A内内3.300.500.184.1920.759.893KL9-2C外外3.300.400.182.990.1020.436.463KL9-3C外外3.300.400.182.620.1020.385.663KL10-PD内内3.300.400.181.020.1020.152.203KL166、0-1D内内3.300.400.182.620.1020.385.663KL11-PA内内3.300.400.181.3620.202.673KL11-1C内内3.300.400.182.990.1020.436.463KL11-1aE内内3.300.400.182.990.1020.436.463KL11-2D内内3.300.400.182.6220.385.143KL11-3A内内3.300.380.183.7720.517.013KL12-PF/100外外3.300.500.182.310.1020.425.913KL13-1E外外3.300.500.182.2920.415.403KL67、13-2C外外3.300.400.182.620.1020.385.663KL14-1E外外3.300.500.182.7420.496.473KL14-PE外外3.300.500.181.3820.253.263KL15C外外3.300.500.183.3520.607.913KL16-1E外外3.300.350.183.1220.395.493KL16-2E外外3.300.350.181.9020.243.343KL17-1E外外3.300.350.182.9020.375.103KL17-2E外外3.300.350.181.9020.243.343KL17-3E外外3.300.350.168、83.0120.385.303KL17-4E外外3.300.350.183.0120.385.303KL18C外外3.300.500.183.120.1020.567.99楼层梁第 36 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls3KL20-1C内内3.300.550.182.220.1020.446.133KL20-2A内内3.300.400.183.1220.456.123KL20-3A内内3.300.400.183.1220.456.123KL20-4C内内3.300.550.182.220.1020.446.133KL20-5A内内3.369、00.400.183.1220.456.123KL20-6C内内3.300.550.182.220.1020.446.133KL20-7E内内3.300.500.181.3220.243.123KL22D内内3.300.400.183.7220.547.293KL23-1E外外3.300.600.183.400.1020.7310.063KL23-2C内内3.300.400.182.220.1020.324.803KL23-3D内内3.300.400.183.120.1020.456.743KL23-4D内内3.300.400.183.120.1020.456.743KL23-5C内内3.3070、0.400.182.220.1020.324.803KL23-6A内内3.300.400.183.1220.456.123KL23-7C内内3.300.400.182.220.4020.326.133KL23-1aC内内3.300.500.183.4020.618.023KL23-4aE内内3.300.500.183.1220.567.363KL26-1A内内3.300.480.185.5220.9412.483KL26-2D内内3.300.400.182.9120.425.703KL26-3A内内3.300.400.182.9120.425.703KL26-4D内内3.300.400.18471、.0220.587.883KL26-PC外外3.300.400.181.370.1020.202.963KL27-1F/50外外3.300.450.185.450.1520.8813.413KL27-2C外外3.300.500.182.910.1020.527.453KL27-3C外外3.300.500.182.910.1020.527.453KL27-4F/50外外3.300.450.185.230.1520.8512.873L2D内内3.300.400.181.5020.222.943L3A内内3.300.300.182.6220.284.093L5D内内3.300.400.182.62072、.1020.385.663L6E内内3.300.500.181.5820.283.733L7内内3.300.500.182.1020.384.96楼层梁第 37 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls3L10-1D内内3.300.400.183.720.1020.548.043L10-2C内内3.300.400.182.220.1020.324.803L10-3F/100 内内3.300.400.183.1220.456.123L10-4C内内3.300.400.253.120.120.627.183L10-5C内内3.300.400.18273、.220.120.324.803L10-6C内内3.300.400.183.120.1020.456.743L10-7C内内3.300.400.182.220.1020.324.803L11A内内3.300.400.183.1220.456.123L12C内内3.300.300.183.120.1020.345.493L13D内内3.300.400.181.6220.233.183L13-aC内内3.300.300.181.6220.172.533L14C内内3.300.200.181.320.120.101.803L15C内内3.300.300.183.120.120.345.49合合计计374、6.3036.30514.07514.07（四四）层层梁梁工工程程量量梁号轴号截面型 备注标高高宽长板厚 数量砼量模量4KL1-1C外外3.500.480.184.410.1220.5711.114KL1-2C外外4.500.480.183.150.1220.547.934KL2外外3.300.780.186.400.1221.8023.794KL2aC内内3.500.380.183.280.1220.456.954KL3-1A内内3.500.380.184.7420.658.924KL3-2A内内4.500.480.183.1520.547.174KL4-1内内3.500.480.184.475、120.7610.054KL4-2A内内4.500.480.183.1520.547.17楼层梁第 38 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls4KL6-1C外外3.500.380.184.7420.658.924KL6-2A内内4.500.480.183.1520.547.174KL7A内内3.950.380.183.9720.547.474KL8-1A内内3.500.380.184.7420.658.924KL8-2A内内4.500.380.183.1520.435.914KL8-3A内内3.000.380.182.6220.364.9376、4KL9-1A内内3.500.380.184.4120.608.294KL9-2A内内4.500.380.183.1520.435.914KL9-3C内内3.000.380.182.620.1220.365.554KL10C内内3.000.380.182.620.1220.365.554KL11-1A内内3.500.380.184.7420.658.924KL11-2E内内4.500.500.183.1520.577.424KL12C内内3.000.480.302.6220.756.604KL13-1内内3.500.480.185.4820.9512.504KL13-2外外4.500.480.77、182.410.1220.426.074KL14E外外3.000.480.302.6220.756.604KL15-1C外外3.500.480.182.880.1220.507.264KL15-PC外外3.500.480.181.620.1220.284.084KL16C外外4.000.480.183.520.1220.618.884KL17-1C外外1.950.480.183.1220.547.114KL17-2C外外1.950.480.181.9020.334.334KL18-1C外外1.950.480.182.9120.506.634KL18-2C外外1.950.480.181.902078、.334.334KL18-3C外外1.950.480.186.4221.1114.644KL19-1C内内3.550.380.183.120.1220.436.614KL19-2C内内3.550.500.182.2220.405.244KL20-1E内内3.620.480.182.3120.405.274KL20-2C外外3.620.480.181.320.1220.233.334KL22-1A内内3.620.380.183.7220.516.994KL22-2A内内3.620.380.182.2220.304.174KL23-1C外外3.001.180.183.400.1221.4418.079、9楼层梁第 39 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls4KL23-2A内内3.000.380.182.2220.304.174KL23-3E内内3.000.580.183.1220.658.364KL23-4内内3.000.380.183.1220.435.874KL23-5A内内3.000.380.182.2220.304.174KL23-6内内3.000.380.183.1220.435.874KL23-7C外外3.000.380.182.220.1220.304.714KL25-1内内3.000.680.185.3021.3016.380、24KL25-2内内3.000.480.182.9120.506.634KL25-3内内3.000.480.182.9120.506.634KL25-4内内3.000.480.183.600.1220.629.074KL26-1C外外4.620.380.185.300.1220.7311.244KL26-2C外外4.620.380.182.910.1220.406.174KL26-3C外外4.620.380.182.910.1220.406.174KL26-4C外外4.620.380.183.600.1220.497.634KL26-PC外外4.620.480.181.370.1220.24381、.454KL27-1C外外3.300.480.185.4520.9412.434KL27-2C外外3.300.480.182.9120.506.634KL27-3C外外3.300.480.182.9120.506.634KL27-4C外外3.300.480.185.2320.9011.924L1内内3.000.280.182.660.1220.274.574L2内内4.200.380.183.120.1220.436.614L3内内4.000.380.183.9720.547.474L5内内4.000.180.182.220.1240.295.864L6-1内内4.000.380.182.2282、20.304.174L6-2内内4.000.380.183.120.1220.436.614L8内内3.000.300.182.2220.243.464L9内内3.000.480.301.9020.554.794L10外外3.000.380.183.1220.435.874L11-1内内3.000.380.182.220.1220.304.714L11-2内内3.000.380.183.120.1220.436.614L11-3内内3.000.380.182.220.1220.304.71楼层梁第 40 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls83、4L12内内4.000.400.183.1220.456.124L13内内3.000.600.302.6220.947.864L14内内3.000.600.301.9541.4011.704L17内内3.000.280.183.120.1220.315.37合合计计汇汇总总砼砼40.8340.83支支模模高高3.6m内内385.00385.00支支模模高高4.6m内内127.72127.72支支模模高高5.6m内内34.6634.66（小小屋屋面面）层层梁梁工工程程量量梁号轴号截面型 备注标高高宽长板厚 数量砼量模量W4KL1C外外4.200.680.181.9581.9124.02W4KL584、C外外4.200.680.181.9540.9512.01W4KL6C外外4.200.680.181.9520.486.01W4KL8C外外4.200.530.151.9520.314.72W4KL2C内内3.000.380.184.3041.1816.17W4KL3A内内3.000.380.184.3041.1816.17W4KL4-1C内内3.000.280.182.2220.223.29W4KL4-2C内内3.000.280.182.9420.304.35楼层梁第 41 页，共 119 页862ed45ac536f5137366e920b5a5973a.xlsW4KL4-3C外外3.0085、0.280.182.2220.223.29W4KL7-1C内内3.000.280.182.2220.223.29W4KL7-2C内内3.000.280.182.9420.304.35W4KL7-3C内内3.000.280.182.2220.223.29W4L1A内内3.000.280.183.120.1220.315.37W4L2A内内3.000.280.183.120.1220.315.37汇汇总总砼砼8.128.12支支模模高高3.6m内内64.9264.92支支模模高高4.6m内内46.7646.76楼层梁第 42 页，共 119 页862ed45ac536f5137366e920b5a86、5973a.xls二层板序号起止轴号构件数量标高（m）板高（m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面积板模（m2）板型长宽长宽长宽长宽小计13.990.183.990.184.690.184.690.0923.990.183.990.184.690.184.690.0932.400.183.990.184.690.094.690.0942.400.183.990.184.690.094.690.0953.300.183.300.364.690.094.690.0963.300.183.300.364.690.094.690.0973.300.183.300.184.690.09487、.690.0983.300.183.300.184.690.094.690.0992.400.183.300.184.690.094.690.09102.400.183.300.184.690.094.690.09113.900.183.300.184.690.094.690.09123.900.183.300.184.690.094.690.09133.390.183.390.364.690.094.690.18143.390.183.390.364.690.094.690.18153.480.202.110.182.110.18163.480.202.110.182.110.18176.788、80.202.110.182.110.092.110.09186.780.202.110.182.110.092.110.09196.780.202.110.182.110.092.110.09206.780.202.110.182.110.092.110.09楼层板第 43 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls214.080.184.080.18224.080.184.080.1823-0.180.182.500.183.830.183.830.0924-0.180.182.500.183.830.183.830.0925-0.180.189、83.830.183.830.0926-0.180.183.830.183.830.09273.300.181.600.183.830.362.000.18283.300.181.600.183.830.362.000.18591.500.181.500.180.710.090.710.09601.500.181.500.180.710.090.710.09492.890.182.890.092.040.092.040.18502.890.182.890.092.040.092.040.18512.590.182.590.272.890.182.890.09522.590.182.590.2790、2.890.182.890.09532.590.182.591.092.890.182.890.09542.590.182.591.092.890.182.890.09551.890.181.890.092.040.182.040.09561.890.181.890.092.040.182.040.09（高高3.60m内内)29(15)(17)*(D)(F)13.803.802.033.830.100.781.670.253.830.183.830.181.805.9830(19)(21)*(D)(F)13.803.802.033.830.100.781.670.253.830.183.83091、.181.805.9831(2)(5)*(G)(L)13.803.804.144.980.102.063.870.183.870.184.980.274.980.183.6316.9832(31)(34)*(G)(L)13.803.804.144.980.102.063.870.183.870.184.980.274.980.183.6316.98楼层板第 44 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls33(5)(7)*(G)(L)13.903.904.354.980.153.254.170.094.170.094.980.094.980.0992、1.6520.0234(29)(31)*(G)(L)13.903.904.354.980.153.254.170.094.170.094.980.094.980.091.6520.0235(7)(12)*(H)(L)13.903.907.704.130.154.777.700.187.700.183.770.183.770.184.1327.6736(24)(29)*(H)(L)13.903.907.704.130.154.777.700.187.700.183.770.183.770.184.1327.6737(12)(15)*(G)(L)13.903.904.205.310.153.35493、.200.184.200.185.310.095.310.092.4719.8338(21)(24)*(G)(L)13.903.904.205.310.153.354.200.184.200.185.310.095.310.092.4719.8339(15)(16)*(H)(L)13.903.901.464.130.201.211.460.181.460.184.130.094.130.181.644.3940(20)(21)*(H)(L)13.903.901.464.130.201.211.460.181.460.184.130.094.130.181.644.3941(15)(17)*(F94、)(G)13.803.801.851.950.100.361.850.091.850.181.950.090.682.9342(19)(21)*(F)(G)13.803.801.851.950.100.361.850.091.850.181.950.090.682.9343(16)(18)*(H)(J)13.803.802.532.390.100.602.530.182.390.090.675.3844(18)(20)*(H)(J)13.803.802.532.390.100.602.530.182.390.090.675.3845(15)(18)*(G)(H)13.803.803.900.895、50.100.333.900.180.850.090.782.5446(18)(20)*(G)(H)13.803.803.900.850.100.333.900.180.850.090.782.5447(2)(6)*(F)(G)13.803.805.792.040.101.185.790.185.790.092.040.182.040.272.489.3348(30)(34)*(F)(G)13.803.805.792.040.101.185.790.185.790.092.040.182.040.272.489.3357(13)(15)*(F)(G)13.903.902.492.040.10096、.512.490.182.490.092.040.092.040.181.223.8658(21)(23)*(F)(G)13.903.902.492.040.100.512.490.182.490.092.040.092.040.181.223.86砼砼(C30)36.7936.79（高高超超3.60m)3.60m)237.81237.81楼层板第 45 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls61(3)(6)*(A)(B)12.752.752.821.500.120.512.820.180.513.7219.52斜板62(9)(11)*(A)97、(B)12.752.752.821.500.120.512.820.180.513.7219.52斜板63(25)(27)*(A)(B)12.752.752.821.500.120.512.820.180.513.7219.52斜板64(30)(33)*(A)(B)12.752.752.821.500.120.512.820.180.513.7219.52斜板65(2)(5)*(L)(M)14.144.144.143.490.121.734.140.183.490.183.490.091.6912.7618.43斜板66(31)(34)*(L)(M)14.144.144.143.490.12198、.734.140.183.490.183.490.091.6912.7618.43斜板67(5)(7)*(L)(M)14.144.144.443.490.121.864.440.204.440.183.490.093.490.182.6312.8618.43斜板1-3.601.370.12-0.59-4.9318.43斜板68(29)(31)*(L)(M)14.144.144.443.490.121.864.440.204.440.183.490.093.490.182.6312.8618.43斜板1-3.601.370.12-0.59-4.9318.43斜板69(2)(3)*(J)(L)1499、.964.962.701.900.120.612.700.182.700.181.900.091.900.181.493.6418.43斜板70(33)(34)*(J)(L)14.964.962.701.900.120.612.700.182.700.181.900.091.900.181.493.6418.43斜板71(12)(15)*(L)(M)14.144.144.293.490.121.804.290.204.290.183.490.183.490.092.5712.3918.43斜板1-3.601.370.12-0.59-4.9318.43斜板72(21)(24)*(L)(M)14.100、144.144.293.490.121.804.290.204.290.183.490.183.490.092.5712.3918.43斜板1-3.601.370.12-0.59-4.9318.43斜板73(15)(18)*(L)(M)14.144.143.903.490.121.633.900.183.490.183.490.181.9611.6518.43斜板74(18)(21)*(L)(M)14.144.143.903.490.121.633.900.183.490.183.490.181.9611.6518.43斜板75(16)(18)*(J)(L)14.964.962.712.000101、.120.652.700.182.700.182.000.181.334.0918.43斜板1-1.101.540.12-0.20-1.6976(18)(20)*(J)(L)14.964.962.712.000.120.652.700.182.700.182.000.181.334.0918.43斜板1-1.101.540.12-0.20-1.69小计15.8315.83106.55106.55楼层板第 46 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls三层板序号起止轴号构件数量标高（m）板高（m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面102、积板模（m2）板型长宽长宽长宽长宽小计(3)(8)*(H)(L)27.203.406.394.040.157.746.390.096.390.184.040.184.040.277.0944.54(8)(11)*(H)(L)27.203.406.604.040.105.336.600.096.600.184.040.184.040.186.4746.86(11)(16)*(H)(L)27.203.405.634.040.156.825.630.095.630.184.040.184.040.276.6838.81(3)(8)*(F)(H)27.203.406.482.710.103.516.4103、80.092.710.092.710.544.5830.54(8)(10)*(F)(H)27.203.405.092.710.102.765.090.092.710.182.710.363.8423.74(8)(11)*(F)(H)27.203.404.382.710.102.374.380.092.710.182.710.363.7220.02(10)(12)*(F)+0.6227.203.401.300.530.100.141.300.180.470.91(1)(3)*(D)(F)26.153.304.083.870.103.164.080.184.080.183.870.183.870.104、185.7225.86(6)(8)*(D)(F)26.153.303.394.190.102.843.390.183.390.364.190.184.190.095.9222.48扣26.153.30-3.101.100.10-0.68-6.82(8)(9)*(D)(F)26.153.303.394.190.102.843.390.183.390.364.190.184.190.095.9222.48扣26.153.30-3.101.580.10-0.98-9.80(10)(13)*(D)(F)26.153.303.483.870.102.693.480.183.480.363.870.362105、.400.187.4119.53(6)(8)*(B)(D)26.153.303.484.690.103.263.480.183.480.184.690.184.690.185.8826.76(1)(4)*(C)(D)26.153.303.991.650.101.323.990.181.650.181.650.272.9210.25(4)(6)*(C)(D)26.153.302.311.380.100.642.310.181.380.091.085.30(8)(15)*(C)(D)26.153.3011.411.380.103.1511.40.181.380.091.380.726.3425.1106、5砼砼(C30)46.9246.92支支模模（高高3.60m内内)346.62346.62楼层板第 47 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls四层板序号起止轴号构件数量标高（m）板高（m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面积板模（m2）板型长宽长宽长宽长宽小计(1)(6)*(B)(C)28.655.806.483.490.125.436.480.186.483.490.183.490.366.1039.1118.43斜板(8)(17)*(B)(C)28.655.8013.083.490.1210.9513.10.1813.1107、3.490.903.4910.9980.2818.43斜板(15)(17)*(B)(C)28.655.801.501.900.120.681.50.181.51.900.181.901.224.4718.43斜板(1)(4)*(C)(F)210.113.964.085.870.125.754.080.184.080.365.870.185.870.188.6339.2718.43斜板扣210.113.96-1.251.200.12-0.36-2.9918.43斜板(4)(8)*(C)(1/E)29.903.755.704.530.126.205.700.185.700.184.530.184.108、530.187.3744.3018.43斜板(4)(8)*(C)(1/E)29.903.755.704.530.126.205.700.185.700.184.530.184.530.187.3744.3018.43斜板(8)(9)*(C)(1/E)29.813.663.304.010.123.173.300.183.300.364.010.184.015.0121.4318.43斜板扣29.813.66-1.251.200.12-0.36-2.9918.43斜板(3)(16)*(H)(L)211.153.9519.164.350.1220.0219.20.1819.20.364.350.18109、4.350.1823.83142.9818.43斜板砼砼(C30)57.6857.68支支模模高高4.60m内内286.31286.31支支模模高高4.60m外外123.86123.86楼层板第 48 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls四层板序号起止轴号构件数量标高（m）板高（m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面积板模（m2）板型长宽长宽长宽长宽小计(9)(10)*1.35(F)210.204.052.582.390.121.482.580.182.580.182.390.182.390.183.588.75(13)(1110、5)*1.35(F)210.204.052.582.390.121.482.580.182.580.182.390.182.390.183.588.75(4)(6)*(1/E)(F)210.204.052.581.300.120.802.580.252.581.300.181.301.764.95(3)(1/6)*(F)(H)210.203.003.632.800.122.443.630.183.630.302.800.182.804.4915.84(1/6)(8)*(F)(H)210.203.402.312.800.121.552.310.302.310.182.800.302.803.90111、9.04(8)(10)*(F)(H)210.203.405.082.800.123.415.080.185.080.182.800.182.800.366.6821.77(12)(15*(F)(H)210.203.404.382.800.122.944.380.181.950.302.800.182.800.607.1117.41砼砼(C30)12.6312.63（高高3.60m3.60m内内)64.0564.05（高高3.60m3.60m外外)22.4622.46楼层板第 49 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls小屋面层板序号起止轴号构112、件数量标高（m）板高（m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面积板模（m2）板型长宽长宽长宽长宽小计(9)(15*(B)(C)211.553.008.284.930.129.808.280.188.280.184.930.723.120.3615.3166.3718.43斜板扣211.553.00-1.251.260.12-0.38-3.1618.43斜板砼砼(C30)9.429.42支支模模高高4.60m内内63.2163.21小屋面层板楼层板第 50 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls序号起止轴号构件数量标高（m）板高（113、m）板长（m）板宽（m）板厚（m）板砼（m3）扣梁位面积板模（m2）板型长宽长宽长宽长宽小计(1/6)(7)*(F)(1/G)214.404.202.492.400.121.432.490.182.490.182.400.182.400.183.528.43(13)(15)*(F)(2/G)214.404.202.492.400.121.432.490.182.490.182.400.182.400.183.528.43砼砼(C30)2.872.87（高高3.60m3.60m外外)16.8616.86楼层板第 51 页，共 119 页862ed45ac536f5137366e920b5a597114、3a.xls楼楼梯梯工工程程量量标高梯室面积平台体积梯梁砼量梯段砼量步级砼量长宽面积 标高长宽板厚 数量 体积 梁号高宽长数量体积板号 梯坡 段长 段宽 板厚体积步长 步高 数量 体积0.000.00JL10.600.300.3610.060.000.002.803.202.227.101.201.122.220.1510.37TL10.250.182.5810.12TB11.172.241.050.130.360.280.1580.180.002.851.31.050.1510.20TL10.250.180.3610.02TB21.172.801.050.130.450.280.15100.115、226.153.202.227.103.900.851.050.1510.130.00TB31.171.681.050.130.270.280.1560.130.006.150.401.050.1510.06TL10.250.180.3610.02TB41.173.921.050.130.620.280.15140.317.202.001.052.107.202.001.050.1510.320.001.171.681.050.130.270.280.1560.131.681.051.761.401.080.1510.230.000.130.000.001.401.081.510.000.00116、0.130.000.0019.581.320.210.910.97汇汇总总模模板板m219.586117.50117.50砼砼m33.41620.4620.46楼梯（结构）第 52 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（二二）层层阳阳台台工工程程量量轴轴 号号标高板梁号梁砼量砼量模板备注板厚长宽数量高宽长数量梁板阳台投影(L)+1.41*(8)(11)3.800.106.801.4112L18-10.400.183.1220.450.969.59(L)+1.41*(25)(28)3.800.106.801.4112L18-20.400.18117、3.1220.450.969.593.802KL10-P0.400.181.4120.203.802KL10-P10.400.181.4140.41(1)(2)*(F)(K)3.800.106.200.6012KL31-P0.400.180.2820.040.373.72(34)(35)*(F)(K)3.800.106.200.6012KL37-P0.400.180.6920.100.373.723.802L2-10.400.181.7720.253.802L2-20.400.184.1320.59(1)+外*(B)/2(D)2.850.102.760.7212L9-P0.400.180.72118、2(35)+外*(B)/2(D)2.850.102.760.7212KL24-P0.400.180.7222.852L10.300.182.4020.26合合计计1.601.602.662.6626.6226.62阳台、雨蓬板第 53 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（三三）层层阳阳台台工工程程量量轴轴 号号标高板梁号梁砼量砼量模板备注板厚长宽数量高宽长数量梁板阳台投影(1)+外*(B)/2(D)3.300.102.760.7222L9-P0.400.180.7240.210.403.973.303L10.300.182.4020.26119、合合计计0.210.210.400.403.973.97阳台、雨蓬板第 54 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（三三）层层雨雨蓬蓬板板工工程程量量轴轴 号号板高板梁号梁砼量砼量模板备注板厚长宽数量高宽长数量梁板阳台投影(5)(7)*(L)外3.300.134.740.7210.443.41(12)(15)*(L)外3.300.134.740.7210.443.41(21)(24)*(L)外3.300.134.740.7210.443.41(29)(31)*(L)外3.300.134.740.7210.443.41合合计计1.771.77120、13.6513.65阳台、雨蓬板第 55 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（三三）层层雨雨蓬蓬板板工工程程量量轴轴 号号板高板梁号梁砼量砼量模板备注板厚长宽数量高宽长数量梁板阳台投影(5)(7)*(L)外3.300.134.740.7210.443.41(12)(15)*(L)外3.300.134.740.7210.443.41(21)(24)*(L)外3.300.134.740.7210.443.41(29)(31)*(L)外3.300.134.740.7210.443.41合合计计1.771.7713.6513.65阳台、雨蓬板第 121、56 页，共 119 页（）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量砼砖砌体其他备注阳光半岛住宅楼RN型（零零星星 ）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量砼模砖砌体其他备注结施1111/20大样2V=0.42*1.12*0.1*2m30.09挑檐S=0.42*1.12*2m20.94挑檐120墙砌砖 S=0.25*1.12*2m20.5622/20大样2V=0.32*2.52*0.1*2m30.16挑檐S=0.32*2.52*2m21.61挑檐120墙砌砖 S=0.25*2.52*2m21.2633/20大122、样2V=（0.1*0.24+0.10*0.25+0.10*0.05+0.81*0.13)*3*2m30.96小型构件S=(0.1+0.1+0.05+0.24+0.25+0.1)*3*2m25.04小型构件44/20大样2V=(0.1*0.2+0.2*0.35+0.05*0.1+0.15*0.1*0.1*0.03)*6.11*2m31.16小型构件S=(0.25+0.58+0.18)*6.11*2m212.34小型构件55/20大样2V=(0.1*0.2+0.2*0.35+0.05*0.1+0.15*0.1*0.1*0.03)*4*2m30.76小型构件S=(0.25+0.58+0.18)*4*123、2m28.08小型构件V=0.225*0.12*9.88*2m30.53反沿S=0.225*2*9.88*2m28.89反沿67/20大样4V=（0.2*0.3+0.15*0.1+0.25*0.1+0.1*0.055)*2.82*4m31.19小型构件S=(0.2+0.15+0.15+0.1+0.2+0.1+0.1+0.055+0.055+0.1)*2.82*4m213.65小型构件78/20大样2V=（0.2*0.3+0.15*0.1+0.25*0.1+0.1*0.055)*9.05*2m31.91小型构件S=(0.2+0.15+0.15+0.1+0.2+0.1+0.1+0.055+0.05124、5+0.1)*9.05*2m221.90小型构件813/20大样2V=0.53*1.32*0.1*2m30.14雨蓬零星第 58 页，共 119 页阳光半岛住宅楼RN型S=0.53*1.32*2m21.40雨蓬914/20大样结施139/20大样4V=(0.15*0.165+0.11*0.12)*7.34*4m31.11小型构件S=(0.15+0.165+0.11+0.11)*7.34*4m215.71小型构件结施153/20大样2(13.2+1.8+1.8+19.8)*2=73.2V=（0.1*0.24+0.10*0.25+0.10*0.05+0.81*0.13)*73.2m311.66小型125、构件S=(0.1+0.1+0.05+0.24+0.25+0.1)*73.2m261.49小型构件4/20大样2(5*1.054*2+9.6*1.504*2+3.4*1.054*2)*2=93.17V=(0.1*0.2+0.2*0.35+0.05*0.1+0.15*0.1*0.1*0.03)*93.17m38.86小型构件S=(0.25+0.58+0.18)*93.17m294.10小型构件7/20大样2(19.8+23.2)*2=86V=（0.2*0.3+0.15*0.1+0.25*0.1+0.1*0.055)*86m39.07小型构件S=(0.2+0.15+0.15+0.1+0.2+0.1+126、0.1+0.055+0.055+0.1)*86m2104.06小型构件10/20大样4V=0.20*8.0*0.1*4m30.64挑檐S=0.20*8*4m26.40挑檐零星第 59 页，共 119 页阳光半岛住宅楼RN型（窗窗板板 ）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1MC-34.17*0.6*0.18*2m30.90梁砼4.17*0.6*2*2m210.01梁 模4.04*0.2*0.12*2m30.19挑檐砼4.04*(0.2+0.12)*2m22.59挑檐模2MC-42.44*0.2*0.12*12m30.70挑檐砼2.44*(0.2+0127、.12)*12m29.37挑檐模3MC-84.29*0.2*0.12*4m30.41挑檐砼4.29*(0.2+0.12)*4m25.49挑檐模4C-72.53*0.38*0.12*2*8m31.85过梁砼2.53*0.62*2*8m225.10过梁模5MC-51.59*0.38*0.12*1*2m30.15过梁砼1.59*0.62*1*2m21.97过梁模6C-41.59*0.38*0.12*2*2m30.29过梁砼1.59*0.62*2*2m23.94过梁模7C-141.59*0.38*0.12*2*4m30.58过梁砼1.59*0.62*2*4m27.89过梁模8C-182.24*0.38128、*0.12*2*4m30.82过梁砼2.24*0.62*2*4m211.11过梁模9C-7B2.53*0.38*0.12*2*2m30.46过梁砼2.53*0.62*2*2m26.27过梁模零星第 60 页，共 119 页阳光半岛住宅楼RN型（阳阳台台）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量(1)/(19)41C10混凝土压顶(3.3+2+2)*0.18*0.1*4m30.53压顶模板7.3*2m14.602C30混凝土压顶4.06*0.14*0.28*4m30.64压顶模板4.06*4m16.243砌180外墙(1.10+2.66)*0.93*4m129、313.994外墙油漆(0.7+0.7+0.7+2.11)*1.03*417.35油漆0.18*0.8*3*41.73油漆(1.4+5.5+1.41+2.18)*(02+0.2+0.18)*249.93零星油漆5零星油漆(0.7+0.7+3.22)*(0.05+0.05+0.10+0.10+0.18)*24.44(1)/(19)1C10混凝土压顶25.5*0.18*0.10*20.20压顶模板5.5*211.002C30混凝土压顶2.66*2*0.14*0.28*20.42压顶模板2.66*2*210.643砌180外墙2.66*2*0.93*29.904外墙油漆2.66*2*1.01*210130、.750.18*0.8*2*20.585.5*(0.2+0.2+0.18)*26.385零星油漆2.66*2*(0.05+0.05+0.12+0.12+0.18)*25.53零星油漆零星第 61 页，共 119 页阳光半岛住宅楼RN型(1)/202反沿砼8*0.22*0.18*20.63模8*(0.22+0.05+0.22)*27.84(3)/191.压顶砼C3023.12*0.28*0.12*20.21压顶模3.12*26.242.砌砖180厚外墙3.12*0.93*25.803.外墙油漆3.12*1.03*26.434.零星油漆3.12*(0.18+0.12+0.12+0.1)*23.24131、(5)/2041.C10砼压顶5.5*0.18*0.1*40.40模5.5*422.002.C30砼压顶(1.91+1.91+0.7+0.7)*0.12*0.28*40.70模板5.22*420.883.砌砖180厚(1.91+0.7)*2*0.93*419.424.外墙油漆5.22*1.03*2*443.010.18*0.8*2*41.155.5*(02+0.18+0.2)*452.365.零星油漆5.22*(0.1+0.12+0.12+0.18)*410.86汇汇总总：压压顶顶砼砼C30C300.210.21压压顶顶砼砼C30C30压压顶顶模模101.60101.60压压顶顶模模零星第 6132、2 页，共 119 页阳光半岛住宅楼RN型外外墙墙油油漆漆189.66189.66外外墙墙油油漆漆砌砌180180外外墙墙49.1049.10砌砌180180外外墙墙零零星星油油漆漆24.0724.07零零星星油油漆漆反反沿沿砼砼模模板板7.847.84反反沿沿砼砼模模板板反反沿沿砼砼C30C300.630.63反反沿沿砼砼C30C30C30C30混混凝凝土土压压顶顶1.761.76C30C30混混凝凝土土压压顶顶C10C10混混凝凝土土压压顶顶1.121.12C10C10混混凝凝土土压压顶顶零星第 63 页，共 119 页（首首层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程133、 量 计 算 式单位工工 程程 量量1（2）（5）*（L）（M）2S=(3.9*3.25+1.15*0.55)*2m226.62卧室2（2）（5）*（G）（J）2S=3.9*3*2m223.40卧室3（5）（7）*（F）（M）2S=(4.2*9.88+1.8*3+1.4*1.1)*2m296.87客厅4（7）（9）*（H）（M）2S=(3.72*7.08-0.65*1.5)*2m250.73主卧室5（9）（12）*（H）（M）2S=(3.72*7.08-0.65*1.5)*2m250.73主卧室6（12）（15）*（F）（M）2S=(4.05*9.88+1.8*1.95+1.4*1.1)*2m134、290.13客厅7（15）（18）*（L）（M）2S=(3.75*3.25+1.15*0.55)*2m225.64卧室8（15）（18）*（G）（J）2S=3.75*2.94m211.03卧室9（1）（4）*（D）（F）2S=(3.72*2.8+1.9*0.7)*2m223.49厨房#（1）（1/2）*（C）（E）2S=1.75*2.05m23.59工人房#（1/2）（4）*（C）（E）2S=(1.5*1.9+1.11*0.15)*2m26.03工人房#（2）（4）*（A）（C）2S=(3.72*5.7-2.8*0.65)*2m238.77车库#（4）（6）*（B）（F）2S=(2.22*7.135、6+3.2*0.18)*2m234.90-0.15车库#（6）（8）*（A）（F）2S=3.12*9.6*2m259.90车库#（6）（9）*（1/E）（F）2S=(1.1*3.12+1.5*2.05+1.5*2.05)*2m219.16管井#（8）（9）*（C）（1/F）2S=1.47*2.74*2m28.06工人房#（8）（9）*（A）（C）2S=3.12*5.75*2m235.88车库#（9）（10）*（B）（F）2S=(2.22*7.6+3.2*0.18)*2m234.90-0.15车库#（10）（14）*（A）（C）2S=(3.72*5.7-2.8*0.65)*2m238.77车库#136、（14）（17）*（A）（C）2S=3.12*5.75*2m235.88车库（首首层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量#（13）（15）*（C）（F）2S=2.22*5.02*2m222.29梯间#（7）（1/8）*（F）（H）2S=1.22*2.62*2m26.39管井#（1/8）（9）*（F）（H）2S=2.32*2.62*2m212.16卫生间#（9）（10）*（F）（H）2S=2.32*2.62*2m212.16卫生间#（10）（12）*（F）（H）2S=1.32*2.05*2m25.41管井#（2）（3）*（J）（L）2137、S=2.65*1.65*2m28.75卫生间#（16）（18）*（J）（L）2S=2.65*1.65*2m28.75卫生间#（18）（20）*（J）（L）2S=2.65*1.65*2m28.75卫生间#（10）（13）*（D）（F）2S=(3.15*2.65+1.8*0.9+1.35*0.65)*2m221.69厨房#（12）（13）*（C）（E）2S=1.23*2.2*2m25.41工人房#（10）（12）*（C）（E）2S=(1.5*1.9+1.11*0.15)*2m26.03工人房#（15）（17）*（C）（F）2S=1.9*5.12*2m2外平台（首首层层）工工程程量量计计算算序号起止138、轴号构件数量工 程 量 计 算 式单位工工 程程 量量地面砖砌台阶（1）*（F）（H）2S=（4*0.66+1.04*0.66*2）*2m28.032S=（1.75*1.75+1.04*2.68）*2m211.70（M）*（5）（7）2S=(3.9*0.75+2.1*0.66+4.58*0.66)*2m214.672S=4.58*1.44*2m213.19（M）*（11）（15）2S=(3.9*0.75+2.1*0.66+4.58*0.66)*2m214.672S=4.58*1.44*2m213.19（A）*（3）（6）4S=2.64*0.7*4m27.394S=(0.6*0.77+1.65*139、1.81+2.64*0.4)*4m218.02（1）（3）(车库）6S=1.11*0.6*6m24.00（17）（19）1S=4.62*0.6*1m22.77（二二层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1（3）（6）*（G）（L）2S=（2.82*3.6+1.53*1.05）*2m223.52卧室2（6）（8）*（G）（L）2S=（3.18*3.8+1.20*2.60）*2m230.41卧室3（8）（9）*（G）（L）2S=（2.96*3.8+1.20*2.45）*2m228.38卧室4（9）（11）*（H）（L）2S=3.48*3140、.8*2m226.45卧室5（11）（13）*（G）（L）2S=(2.28*3.8+1.2*1.7)*2m221.41卧室6（13）（16）*（H）（L）2S=3.5*3.8*2m226.60卧室7（4）（6）*（E）（G）6S=(2.22*2.05+0.9*1.0)*6m232.71梯间8（1）（6）*（B）（F）2S=(6.12*4.76+3.72*3.76+1.5*1.0)*2m289.24客厅9（6）（10）*（B）（D）2S=(8.82*3.22+5.52*1.32+1.5*1.0)*2m274.37客厅#（10）（17）*（B）（D）2S=(7.02*3.22+1.5*1.0)*2141、m248.21客厅#（6）（8）*（C）（F）2S=(1.85*3.92+1.55*1.3)*2m218.53厨房#（8）（9）*（C）（1/E）2S=3.12*2.15*2m213.42厨房#（10）（13）*（D）（1/E）2S=(3.0*1.65+1.55*1.0)*2m213.00厨房#（6）（1/6)*（D）（1/E）2S=1.15*2.25*2m25.18卫生间#（6）（8）*（F）（G）2S=2.6*1.55*2m28.06卫生间#（8）（9）*（F）（G）2S=2.4*1.66*2m27.97卫生间#（12）（13）*（F）（G）2S=2.42*1.7*2m28.23卫生间#（142、6）（15）*（C）（F）2S=1.35*2.65*2m27.16工人房#（1）（3）*（F）（J）2S=(3.1*5+0.7*1.8)*2m233.52平台#(15)(18)*(D)(J)2S=(1.67*5.9+0.76*3.75+2.47*2.32)*2m236.87平台（三三层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1（3）（8）*（E）（L）2S=（6.12*3.8+1.55*2.8+2.8*1.15）*2m261.63主卧室2（8）（11）*（F）（L）2S=（6.12*3.8+2.86*2.1）*2m258.52主卧室3（143、11）（16）*（F）（L）2S=（6.2*3.8+2.86*2.3）*2m260.28主卧室4（1）（4）*（C）（F）2S=(3.72*3.55+1.15*0.4)*2m227.33卧室5（6）（8）*（C）（1/E）2S=3.12*3.95*2m224.65书房6（8）（9）*（C）（1/E）2S=3.12*3.5*2m221.84书房7（10）（13）*（C）（1/E）2S=3.12*2.95*2m218.41书房8（4）（6）*（C）（F）2S=(2.22*1.4+0.65*1.0+3.55*1.25+0.25*1.0)*2m216.89梯间9（9）（10）*（C）（F）4S=(2.144、22*2.05+0.9*1.0+2.22*1.3+0.25*1.0)*4m234.35梯间#（6）（7）*（F）（H）2S=2.6*2.68*2m213.94卫生间#（8）（9）*（F）（H）2S=2.6*2.68*2m213.94卫生间#（1）（2）*（C）（E）2S=1.53*2.50*2m27.65卫生间#（12）（13）*（1/E）（H）2S=1.65*3.65*2m212.05卫生间#（10）（12)*（E）（F）2S=1.30*2.70*2m27.02杂物房楼楼地地面面汇汇总总:281.88主主卧卧室室 7.02杂杂物物房房 270.77卧卧室室 127.55卫卫生生间间 19.4145、6外外平平台台 106.23梯梯间间 60.94书书房房 70.39平平台台 398.82客客厅厅 30.97管管井井 36.28工工人人房房 90.13厨厨房房 209.20车车库库 69.79车车库库 （三三层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量862ed45ac536f5137366e920b5a5973a.xls门门窗窗工工程程量量类别 门窗名称门窗形式备注门窗面积数量面积宽高面积首层二层三层四层总数C-1C-150系列铝合金平开窗白色铝合金框，磨砂玻璃0.601.650.996.006.004.0016.00C-2C-25146、0系列铝合金平开窗白色铝合金框，磨砂玻璃0.601.300.784.004.003.12C-3C-370系列铝合金平开窗白色铝合金框，清水玻璃1.352.202.974.004.0011.88C-4C-470系列铝合金平开窗白色铝合金框，清水玻璃1.351.652.2314.0014.0031.19C-5C-5100系列铝合金平开窗白色铝合金框，清水玻璃2.901.654.792.002.009.57C-6C-670系列铝合金平开窗白色铝合金框，清水玻璃0.951.651.572.004.006.009.41C-7C-7100系列铝合金平开窗白色铝合金框，清水玻璃2.292.205.038.0147、08.0040.22C-7AC-7A100系列铝合金平开窗白色铝合金框，清水玻璃2.291.904.342.002.008.68C-7BC-7B70系列铝合金平开窗白色铝合金框，清水玻璃2.292.205.032.002.0010.05C-8C-850系列铝合金平开窗白色铝合金框，清水玻璃1.000.600.600.000.00C-9C-950系列铝合金平开窗白色铝合金框，清水玻璃0.600.600.362.002.000.72C-10C-1050系列铝合金平开窗白色铝合金框，磨砂玻璃1.000.600.600.000.00C-11C-11100系列铝合金平开窗白色铝合金框，清水玻璃3.651148、.204.384.004.0017.52C-12C-1250系列铝合金平开窗白色铝合金框，磨砂玻璃0.751.651.244.004.004.95C-13C-1370系列铝合金平开窗白色铝合金框，清水玻璃2.201.002.208.008.0017.60C-14C-1470系列铝合金平开窗白色铝合金框，清水玻璃1.351.001.354.004.005.40C-14C-1470系列铝合金平开窗白色铝合金框，清水玻璃1.351.652.234.004.008.91C-15C-1550系列铝合金平开窗白色铝合金框，磨砂玻璃1.000.600.600.000.00门窗第 71 页，共 119 页86149、2ed45ac536f5137366e920b5a5973a.xls类别 门窗名称门窗形式备注门窗面积数量宽高面积首层二层三层四层总数C-15AC-15A50系列铝合金平开窗白色铝合金框，磨砂玻璃1.000.600.600.000.00C-16C-1670系列铝合金平开窗白色铝合金框，清水玻璃0.600.900.548.008.004.32C-17C-17100系列铝合金平开窗白色铝合金框，磨砂玻璃0.601.300.782.002.001.56C-18C-18100系列铝合金平开窗白色铝合金框，清水玻璃2.001.903.804.004.0015.20C-19C-19100系列铝合金平开窗白150、色铝合金框，清水玻璃0.751.901.430.000.00C-20C-2070系列铝合金平开窗白色铝合金框，清水玻璃1.350.720.974.004.003.89C-21C-2170系列铝合金平开窗白色铝合金框，清水玻璃2.200.721.582.002.003.17C-22C-2250系列铝合金平开窗白色铝合金框，清水玻璃1.051.051.1016.0016.0017.64C-23C-2370系列铝合金平开窗白色铝合金框，清水玻璃1.251.251.562.002.003.13C-24C-2470系列铝合金平开窗白色铝合金框，清水玻璃1.251.251.562.002.003.13C-151、25C-2570系列铝合金平开窗白色铝合金框，清水玻璃1.251.251.562.002.003.13MC-190系列铝合金门连窗（门）白色铝合金框，磨砂玻璃0.952.071.964.002.006.0011.7790系列铝合金门连窗（窗）白色铝合金框，磨砂玻璃0.950.640.604.002.006.003.62MC-290系列铝合金门连窗（门）白色铝合金框，磨砂玻璃1.502.073.104.004.0012.3990系列铝合金门连窗（窗）白色铝合金框，磨砂玻璃1.500.640.954.004.003.81MC-390系列铝合金门连窗（门）白色铝合金框，清水玻璃3.802.077.8152、54.004.0031.3990系列铝合金门连窗（窗）白色铝合金框，清水玻璃3.800.642.414.004.009.65MC-490系列铝合金门连窗（门）白色铝合金框，清水玻璃2.202.074.5410.002.0012.0054.5290系列铝合金门连窗（窗）白色铝合金框，清水玻璃2.200.641.4010.002.0012.0016.76类别 门窗名称门窗形式备注门窗面积数量门窗第 72 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls宽高面积首层二层三层四层总数MC-590系列铝合金门连窗（门）白色铝合金框，清水玻璃1.352.072.7153、92.002.005.5890系列铝合金门连窗（窗）白色铝合金框，清水玻璃1.350.640.862.002.001.71MC-690系列铝合金门连窗（门）白色铝合金框，清水玻璃2.002.404.800.000.00MC-790系列铝合金门连窗（门）白色铝合金框，清水玻璃2.002.074.134.004.0016.5290系列铝合金门连窗（窗）白色铝合金框，清水玻璃2.000.641.274.004.005.08MC-890系列铝合金门连窗（门）白色铝合金框，清水玻璃4.052.409.724.004.0038.88MC-990系列铝合金门连窗（门）白色铝合金框，清水玻璃0.652.071154、.342.002.002.6890系列铝合金门连窗（窗）白色铝合金框，清水玻璃0.650.640.412.002.000.83M11.502.403.6010.0010.0036.00M2夹板门0.902.101.8918.0014.0014.0046.0086.94M3夹板门0.802.101.6816.0014.008.0038.0063.84类别 门窗名称门窗形式备注门窗第 73 页，共 119 页起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积（L）*（9）大样2/210.363.7045.335.33（D）*（1/3）（4）1.972.75210.84M21.8927.155、06（1）*（C）（E）工人房4.002.75222.00M31.68218.64（F）*（6）（8）2.112.75211.61M21.8927.83（G）*（2）（5）3.283.10220.3420.34（5）*（G）（M）6.093.40241.4141.41（J）*（2）（5）3.953.78229.86M21.89226.08（3）*（J）（L）2.303.80217.48M31.682M21.89210.34（L）*（2）（3）2.523.40217.1417.14（7）*（H）（L）3.803.40225.84M21.89222.06（G）*（8）（9）2.113.10213.156、08M31.6829.72（G）*（9）（10）2.113.10213.08M31.6829.72（12）*（H）（L）3.773.40225.64M21.89221.86（15）*（G）（M）5.563.40237.8137.81（L）*（15）（18）3.543.75226.55M21.89222.77（1/15）*（J）（L）1.103.3027.26M31.6823.90（J）*（15）（18）3.904.33233.77M21.89229.99（C）*（14）（17）1.382.5026.906.90（12）*（D）（1/E）2.202.70211.88M21.8928.10（E）*157、（10）（12）1.802.4028.64M31.8924.86（E）*（15）（16）1.803.70213.3213.32（B）*（4）大样4/211.302.8527.417.41（B）*（6）大样4/211.832.85210.4310.43（B）*（10）大样4/211.302.8527.417.41（B）*（9）大样4/211.832.85210.4310.43（J）*（1）大样6/216.003.30239.60玻璃砖 2.152洞口5.27224.77（C）*（1）大样7/222.882.35213.5413.54（18）*（F）（G）花池1.903.9017.417.41（F158、）*（17）（18）花池1.203.9029.369.36（2）*（G）（K）3.813.30225.15C-32.972C-10.99217.23（L）*（78）大样1/211.323.87420.4320.43（L）*（1112）大样1/211.323.87420.4320.43（4）*（B）（D）4.132.35219.4119.41（4）*（D）（F）2.992.35214.0514.05（6）*（D）（F）2.992.35214.0514.05（F）*（4）（6）3.402.22215.1015.10（F）*（6）（8）3.403.12221.2221.22（C）*（1）（4）2.6159、12.73214.2514.25（7）*（F）（H）2.623.40217.82MC-23.102MC-20.9529.72（G）*（8）（9）0.803.4025.445.44（G）*（10）（13）0.803.4025.445.44（1/8）*（F）（H）2.623.40217.82C-10.99215.84（1/E）*（6）（8）3.123.80223.71C-54.79214.13（8）*（D）（F）2.312.30210.63C-90.3629.91（8）*（A）（B）1.912.3528.988.98（8）*（B）（D）4.192.35219.69M31.68216.33（9）*（160、H）（L）3.773.40225.6425.64（9）*（F）（H）2.623.40217.8217.82（9）*（D）（F）2.992.35214.0514.05（9）*（C）（D）1.102.3525.17M31.6821.81（2/8）*（E）（F）2.502.50212.50C-10.99210.52（2/8）*（C）（E）2.702.74214.8014.80（F）*（8）（9）3.123.00218.72218.72（1/E）*（8）（9）2.942.40214.11C-20.784MC-91.7527.49（C）*（8）（9）3.122.45215.2915.29（G）*（15）161、（18）3.903.40226.52MC-53.65219.22（17）*（F）（H）2.603.40217.6817.68（18）*（L）（M）2.903.53110.2410.24（18）*（J）（L）1.604.9017.847.84（18）*（G）（J）2.243.2017.177.17（F）*（15）（17）1.703.70212.58M-13.6025.38（15）*（C）（F）3.853.30225.41M-13.60218.21（13）*（C）（F）3.943.30226.0026.00（10）*（B）（D）4.132.35219.4119.41（10）*（D）（F）2.992162、.35214.0514.05（10）*（F）（H）2.623.40217.8217.82（F）*（9）（10）2.223.40215.1015.10（F）*（10）（12）1.303.6029.36C-61.5726.22（F）*（12）（13）1.613.40210.9510.95（F）*（13）（15）2.223.40215.1015.10（12）*（F）（H）2.603.40217.68MC-12.56212.56（C）*（10）（14）3.722.75220.4620.46（C）*（14）（17）3.122.35214.6614.66（14）*（A）（B）1.912.3528.988.163、98（14）*（B）（C）2.742.35212.8812.88（1）*（A）（B）1.912.2528.608.60（1）*（A）（B）6.882.35232.34C-10.992C-32.97224.42(F)*(1)(1/3)1.102.7526.056.05(1/3)*(F)(G)1.773.70213.10M-13.6025.90（2）*（K）（M）3.303.64224.0024.00（3）*（K）（L）0.800.6621.061.06（M）*（2）（5）3.803.09223.45C-75.03213.39（M）*（5）（7）4.103.09225.30MC-37.852MC-164、32.4124.78（7）*（L）（M）2.233.54215.7915.79(1/M)*（8）（9）2.913.30219.21C-75.0329.15(1/M)*（9）（12）2.913.30219.21C-75.0329.15（12）*（L）（M）2.233.54215.7915.79（M）*（12）（15）3.953.09224.37MC-37.852MC-32.4123.85（M）*（15）（18）3.723.09222.95C-75.03212.89（17）*（A）（B）1.912.2528.608.60（17）*（B）（C）2.742.35212.8812.88（A）*（14）（165、17）0.632.1522.712.71（A）*（14）（17）0.632.1522.712.71（A）*（6）（8）0.632.1522.712.71（A）*（1）（3）0.842.1523.613.61（B）*（4）（6）2.102.75211.55M-13.6024.35（6）*（B）0.482.3522.262.26（L）*（78）大样1/210.483.5923.443.44（L）*（1112）大样1/210.483.5923.443.44（L）*（9）大样2/210.363.3022.382.38（G）*（2）大样6/210.603.3023.963.96（3）*（A）（B）1.7166、92.2528.068.06（6）*（A）（B）1.792.2528.068.06（9）*（A）（B）1.792.2528.068.06（11）*（A）（B）1.792.2528.068.06862ed45ac536f5137366e920b5a5973a.xls(首首)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注过梁占面备注长高数量面积（1）*（A）（B）1.912.2528.608.60180外墙（1）*（A）（B）6.882.35232.34C-10.992C-32.97224.42180外墙(F)*(1)(1/3)1.102.7526.167、056.05180外墙(1/3)*(F)(G)1.773.70213.10M-13.6025.90180外墙（2）*（G）（K）3.813.30225.15C-32.972C-10.99217.23180内墙（2）*（K）（M）3.303.64224.0024.00180外墙（3）*（K）（L）0.800.6621.061.06180外墙（M）*（2）（5）3.803.09223.45C-75.03213.39180外墙（M）*（5）（7）4.103.09225.30MC-37.852MC-32.4124.78180外墙（7）*（L）（M）2.233.54215.7915.79180外墙(1/168、M)*（8）（9）2.913.30219.21C-75.0329.15180外墙(1/M)*（9）（12）2.913.30219.21C-75.0329.15180外墙（12）*（L）（M）2.233.54215.7915.79180外墙（M）*（12）（15）3.953.09224.37MC-37.852MC-32.4123.85180外墙（M）*（15）（18）3.723.09222.95C-75.03212.89180外墙（17）*（A）（B）1.912.2528.608.60180外墙（17）*（B）（C）2.742.35212.8812.88180外墙（A）*（14）（17）0.63169、2.1522.712.71180外墙砖砌体第 78 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（A）*（14）（17）0.632.1522.712.71180外墙（A）*（6）（8）0.632.1522.712.71180外墙（A）*（1）（3）0.842.1523.613.61180外墙（B）*（4）（6）2.102.75211.55M-13.6024.35180外墙（6）*（B）0.482.3522.262.26180外墙（L）*（78）大样1/211.323.87420.4320.43180内墙（L）*（78）大样1/210.483.592170、3.443.44180外墙（L）*（1112）大样1/21 1.323.87420.4320.43180内墙（L）*（1112）大样1/21 0.483.5923.443.44180外墙（L）*（9）大样2/210.363.3022.382.38180外墙（L）*（9）大样2/210.363.7045.335.33120内墙（B）*（4）大样4/211.302.8527.417.41120外墙（B）*（6）大样4/211.832.85210.4310.43120外墙(首首)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注（B）*（10）大样4/21171、1.302.8527.417.41120外墙（B）*（9）大样4/211.832.85210.4310.43120外墙（G）*（2）大样6/210.603.3023.963.96180外墙（J）*（1）大样6/216.003.30239.60玻璃砖 2.152洞口5.27224.77120外墙（C）*（1）大样7/222.882.35213.5413.54120外墙（3）*（A）（B）1.792.2528.068.06180外墙砖砌体第 79 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（6）*（A）（B）1.792.2528.068.06180外172、墙（9）*（A）（B）1.792.2528.068.06180外墙（11）*（A）（B）1.792.2528.068.06180外墙（4）*（B）（D）4.132.35219.4119.41180内墙（4）*（D）（F）2.992.35214.0514.05180内墙（6）*（D）（F）2.992.35214.0514.05180内墙（F）*（4）（6）3.402.22215.1015.10180内墙（F）*（6）（8）3.403.12221.2221.22180内墙（C）*（1）（4）2.612.73214.2514.25180内墙（D）*（1/3）（4）1.972.75210.84M21.173、8927.06120内墙（1）*（C）（E）工人房4.002.75222.00M31.68218.64120内墙（F）*（6）（8）2.112.75211.61M21.8927.83120内墙（G）*（2）（5）3.283.10220.3420.34120内墙（5）*（G）（M）6.093.40241.4141.41120内墙（J）*（2）（5）3.953.78229.86M21.89226.08120内墙（3）*（J）（L）2.303.80217.48M31.682M21.89210.34120内墙（L）*（2）（3）2.523.40217.1417.14120内墙（7）*（H）（L）3.8174、03.40225.84M21.89222.06120内墙（7）*（F）（H）2.623.40217.82MC-23.102MC-20.9529.72180内墙（G）*（8）（9）0.803.4025.445.44180内墙（G）*（10）（13）0.803.4025.445.44180内墙（G）*（8）（9）2.113.10213.08M31.6829.72120内墙砖砌体第 80 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（G）*（9）（10）2.113.10213.08M31.6829.72120内墙（1/8）*（F）（H）2.623.402175、17.82C-10.99215.84180内墙（1/E）*（6）（8）3.123.80223.71C-54.79214.13180内墙(首首)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注（8）*（D）（F）2.312.30210.63C-90.3629.91180内墙（8）*（A）（B）1.912.3528.988.98180内墙（8）*（B）（D）4.192.35219.69M31.68216.33180内墙（9）*（H）（L）3.773.40225.6425.64180内墙（9）*（F）（H）2.623.40217.8217.82180内墙176、（9）*（D）（F）2.992.35214.0514.05180内墙（9）*（C）（D）1.102.3525.17M31.6821.81180内墙（2/8）*（E）（F）2.502.50212.50C-10.99210.52180内墙（2/8）*（C）（E）2.702.74214.8014.80180内墙（F）*（8）（9）3.123.00218.72218.72180内墙（1/E）*（8）（9）2.942.40214.11C-20.784MC-91.7527.49180内墙（C）*（8）（9）3.122.45215.2915.29180内墙（12）*（H）（L）3.773.40225.64M177、21.89221.86120内墙（15）*（G）（M）5.563.40237.8137.81120内墙（L）*（15）（18）3.543.75226.55M21.89222.77120内墙（1/15）*（J）（L）1.103.3027.26M31.6823.90120内墙砖砌体第 81 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（J）*（15）（18）3.904.33233.77M21.89229.99120内墙（G）*（15）（18）3.903.40226.52MC-53.65219.22180内墙（17）*（F）（H）2.603.40217.178、6817.68180内墙（18）*（L）（M）2.903.53110.2410.24180内墙（18）*（J）（L）1.604.9017.847.84180内墙（18）*（G）（J）2.243.2017.177.17180内墙（18）*（F）（G）花池1.903.9017.417.41120外墙（F）*（17）（18）花池1.203.9029.369.36120外墙（F）*（15）（17）1.703.70212.58M-13.6025.38180内墙（15）*（C）（F）3.853.30225.41M-13.60218.21180内墙（13）*（C）（F）3.943.30226.0026.00179、180内墙（10）*（B）（D）4.132.35219.4119.41180内墙（10）*（D）（F）2.992.35214.0514.05180内墙（10）*（F）（H）2.623.40217.8217.82180内墙（F）*（9）（10）2.223.40215.1015.10180内墙(首首)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注（F）*（10）（12）1.303.6029.36C-61.5726.22180内墙（F）*（12）（13）1.613.40210.9510.95180内墙（F）*（13）（15）2.223.40215.10180、15.10180内墙（12）*（F）（H）2.603.40217.68MC-12.56212.56180内墙砖砌体第 82 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（C）*（10）（14）3.722.75220.4620.46180内墙（C）*（14）（17）3.122.35214.6614.66180内墙（14）*（A）（B）1.912.3528.988.98180内墙（14）*（B）（C）2.742.35212.8812.88180内墙（C）*（14）（17）1.382.5026.906.90120内墙（12）*（D）（1/E）2.202.181、70211.88M21.8928.10120内墙（E）*（10）（12）1.802.4028.64M31.8924.86120内墙（E）*（15）（16）1.803.70213.3213.32120内墙汇汇总总120内墙345.17345.17120外墙90.7690.76180内墙648.00648.00180外墙240.05240.05砖砌体第 83 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(二二)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注（1）*（B）（D）4.192.80223.462182、3.46180外墙（1）*（D）（F）2.992.80216.74C-42.23212.28180外墙（F）*（1）（4）3.402.20214.96C-7A4.3426.28180外墙（4）*（F）（G）1.773.30211.68MC-24.0523.58180外墙（G）*（3）（4）0.603.3023.9623.96180外墙（3）*（G）（L）4.132.70222.30222.30180外墙（L）*（3）（8）5.611.92221.54C-42.234C-121.24210.14180外墙（L）*（8）（9）2.902.70215.66MC-75.4024.86180外墙（L）*183、（9）（12）2.902.70215.66MC-75.4024.86180外墙（L）*（12）（16）5.461.92220.97C-42.234C-121.2429.57180外墙（16）*（H）（L）3.282.80218.37218.37180外墙（H）*（15）（16）1.102.8026.1626.16180外墙（15）*（F）（H）2.202.90212.76MC-24.0524.66180外墙（15）*（D）（F）3.002.80216.8016.80180外墙砖砌体第 84 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（D）*（15184、）（17）1.312.8027.347.34180外墙（17）*（B）（D）3.852.80221.5621.56180外墙（B）*（10）（17）6.422.35230.17MC-45.9446.41180外墙（B）*（8）（10）4.802.35222.56MC-45.942C141.3527.98180外墙（B）*（6）（8）3.122.80217.47MC-45.9425.59180外墙（B）*（4）（6）1.902.3528.93C141.3526.23180外墙（B）*（1）（4）3.122.70216.85MC-45.9424.97180外墙（C）*（1）大样7/222.882.185、80216.1316.13120外墙（4）*（D）（F）3.002.80216.8016.80180内墙（6）*（B）（D）4.002.85222.80M21.89219.02180内墙（6）*（D）（F）2.902.85216.53M31.68213.17180内墙（F）*（6）（8）3.122.80217.47C10.99215.49180内墙（1/E）*（6）（8）3.122.95218.41C20.992C61.57213.29180内墙（C）*（6）（8）3.122.80217.4717.47180内墙（8）*（C）（1/E）3.302.80218.4818.48180内墙（F）*（186、8）（9）3.122.30214.35C10.99212.37180内墙（1/E）*（8）（9）3.122.95218.41C61.57215.27180内墙(二二)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注（1/8）*（1/E）（F）1.602.8028.968.96180内墙（8）*（H）（L）3.772.80221.1121.11180内墙砖砌体第 85 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（11）*（H）（L）3.772.80221.1121.11180内墙（H）*（8）+0.60187、.602.8023.363.36180内墙（H）*（11）-0.60.602.8023.363.36180内墙（7）*（F）（H）2.622.80214.6714.67180内墙（1/8）*（F）（H）2.622.80214.6714.67180内墙（1/10）*（F）（H）2.102.85211.9711.97180内墙（10）*（B）（D）4.022.80222.5122.51180内墙（10）*（D）（F）2.922.85216.6416.64180内墙（10）*（F）（H）2.602.85214.8214.82180内墙（9）*（D）（F）2.922.85216.6416.64180内188、墙（2/10）*（D）（F）2.922.30213.4313.43180内墙（G）*（10）（11）1.302.8027.287.28180内墙（6）*（F）（L）6.502.80236.40M21.892M31.68229.26120内墙（G）*（6）-(1/6)2.602.80214.5614.56120内墙（9）*（F）（L）6.322.80235.39M21.892M31.68228.25120内墙（14）*（F）（L）6.322.80235.39M21.892M31.68228.25120内墙（H）*（13）（15）2.302.80212.88M21.8929.10120内墙（G）*189、（12）-(1/12)1.702.8029.529.52120内墙（1/E）*（12）-(1/12)1.702.8029.529.52120内墙（1/10）*（E）（F）2.502.80214.0014.00120内墙（E）*（10）（11）1.402.8527.98M31.6824.62120内墙（D）*（10）（1/12）3.122.80217.47M31.68214.11120内墙砖砌体第 86 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls（D）*（10）（1/12）3.122.80217.47M31.68214.11120内墙（1/6）*（190、D）（F）卫3.703.25224.05M31.68220.69120内墙（G）*（8）（9）卫2.402.80213.4413.44120内墙（H）*（9）（10）2.002.80211.20M21.8927.42120内墙（G）*（4）（5）2.003.30213.2013.20120内墙（H）*（5）（6）1.142.8026.38M21.8922.60120内墙(二二)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注汇汇总总120内墙232.66232.66120外墙16.1316.13180内墙331.91331.91180外墙207.3191、7207.37砖砌体第 87 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(三三)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注砖砌体第 88 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(B)*(1)(6)5.021.35213.55C-132.2029.15180外墙(6)*(B)(C)2.801.93210.8110.81180外墙(C)*(6)(8)3.122.56215.97MC-45.9424.09180外墙(8)*(B)(C)3.131.93192、212.0812.08180外墙(B)*(8)(17)11.321.35230.56C-132.20617.36180外墙(17)*(B)(D)2.702.27212.2612.26180外墙(17)*(D)(E)1.102.7326.016.01180外墙(D)*(15)(17)1.302.9727.727.72180外墙(15)*(C)(E)1.822.7329.949.94180外墙(15)*(E)(F)2.402.80213.4413.44180外墙(15)*(E)(F)2.402.22210.6610.66180外墙(H)*(15)(16)1.104.0228.848.84180外墙193、(16)*(H)(L)3.303.36222.1822.18180外墙(L)*(12)(16)5.222.70228.19MC-89.7228.75180外墙(L)*(8)(12)5.802.70231.32C-183.80416.12180外墙(L)*(3)(8)5.602.70230.24MC-89.72210.80180外墙(3)*(H)(L)2.563.22216.49C-160.54414.33180外墙(3)*(F)(H)2.662.40212.7712.77180外墙(F)*(1)(4)3.403.55224.14C-7B5.03214.08180外墙(1)*(B)(F)7.14194、2.80239.98C-170.78238.42180外墙(8)*(H)(L)3.723.46225.7425.74180内墙(8)*(H)(L)3.723.46225.7425.74180内墙砖砌体第 89 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(7)*(F)(H)2.622.80214.6714.67180内墙(1/8)*(F)(H)2.623.00215.7215.72180内墙(9)*(F)(H)2.622.50213.10M-31.6829.74120内墙（C）*（1）大样7/222.882.80216.1316.13120外墙(1195、0)*(F)(H)2.622.50213.1013.10180内墙(12)*(1/E)(H)3.502.90220.3020.30180内墙(4)*(D)(F)2.923.74221.8421.84180内墙(6)*(D)(F)2.923.74221.84C-10.99219.86180内墙(8)*(D)(F)2.103.74215.7115.71180内墙(三三)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注(8)*(C)(D)1.202.8626.866.86180内墙(9)*(D)(F)2.923.74221.8421.84180内墙(10196、)*(D)(F)2.923.74221.8421.84180内墙(10)*(D)(F)1.203.7428.988.98180内墙(13)*(D)(F)2.923.74221.8421.84180内墙(C)*(1)(6)6.202.95236.5836.58180内墙(C)*(8)(10)5.552.56228.42C-200.97226.48180内墙(C)*(10)(15)5.552.56228.42C-200.972C-211.58223.32180内墙(10)*(B)(C)3.132.27214.2114.21180内墙(1/E)*(10)(13)3.123.59222.40MC-12197、.56217.28180内墙砖砌体第 90 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(2/E)*(8)(9)3.123.76223.46C-61.57220.32180内墙(3/E)*(6)(8)3.123.93224.52C-61.57221.38180内墙(F)*(6)(8)3.122.30214.3514.35180内墙(F)*(8)(9)3.122.50215.60C-10.99213.62180内墙(1/8)*(1/E)(F)1.624.05213.1213.12180内墙(3/E)*(12)(13)1.623.95212.80C-6198、1.5729.66180内墙(H)*(8)(1/8)0.802.9024.644.64180内墙(H)*(10)(11)0.802.9024.644.64180内墙(H)*(3)(8)6.053.32240.1740.17120内墙(H)*(8)(9)2.903.32219.2619.26120内墙(H)*(12)(13)1.603.32210.6210.62120内墙(F)*(4)(6)2.322.50211.60M-21.8927.82120内墙(F)*(9)(10)2.222.50211.10M-21.8927.32120内墙(F)*(13)(15)2.222.50211.10M-21.199、8927.32120内墙(D)*(1)(2)2.603.12216.2216.22120内墙(2)*(C)(D)1.503.2329.69M-31.6826.33120内墙(D)*(2)(3)1.153.2327.43M-21.8923.65120内墙(6)*(C)(D)1.202.8626.866.86120内墙(9)*(C)(D)1.202.8626.866.86120内墙(13)*(C)(D)1.202.8626.866.86120内墙(1/4)*(F)(H)1.212.9027.027.02120内墙砖砌体第 91 页，共 119 页862ed45ac536f5137366e920b5200、a5973a.xls(三三)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面积数量门窗号面积数量墙 净面 积备注(6)*(F)(H)2.652.40212.72M-31.6829.36120内墙(13)*(F)(H)2.652.40212.72M-31.6829.36120内墙汇汇总总120内墙174.79174.79120外墙16.1316.13180内墙473.65473.65180外墙259.81259.81砖砌体第 92 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls(四四)层层砖砖砌砌体体工工程程量量起止轴号长高数量全面积门窗号面201、积数量门窗号面积数量墙 净面 积备注7.501.20218.0018.005.001.20212.0012.00180外墙30.0030.00砖砌体第 93 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls砖砌体第 94 页，共 119 页862ed45ac536f5137366e920b5a5973a.xls砖砌体第 95 页，共 119 页阳光半岛RN型住宅工工程程量量汇汇总总序序号号 定定额额编编号号项项 目目 名名 称称单单位位工工程程量量1建筑面积m21973.8021-19场地平整m21336.9332-127桩头钢筋截断根604.0042202、-128人工凿桩头m318.1751-67人运土石方(桩头砼)20米m318.1761-80机械控桩间土方(三类)m31429.8171-8人工控桩间土方(三类)H=2.0内m391.2681-8人工控基槽土方(三类)H=2.0内m3331.3191-16机械夯填土方m31656.04101-84挖土机挖土自卸汽车运土1KM (三类土)m3214.5111承台砼C25m380.8912承台模板制安m2338.0813承台垫层砼C10m312.8314承台垫层模板制安m244.1815基础梁砼C25m363.0516基础梁模板制安m2635.0817基础梁垫层砼C10m328.3118基础梁垫层203、模板制安m2148.9819基础砖模m36.9520地坪120厚C25m283.8821地坪垫层C10m310.8322地坪垫层模板制安m223.42230.00以下柱砼C30m311.3724矩形柱模板制安(周长1.80内)m284.5525矩形柱模板制安(周长1.80外)m225.23第 96 页，共 119 页阳光半岛RN型住宅工工程程量量汇汇总总序序号号 定定额额编编号号项项 目目 名名 称称单单位位工工程程量量26异形柱模板制安m237.59270.00以上柱砼C30m3115.3928矩形柱模板制安(周长1.80内)h=3.60内m2644.0029矩形柱模板制安(周长1.80内)204、h=3.60以上m2308.1730矩形柱模板制安(周长1.80外)h=3.60以上m2100.9331异形柱模板制安 h=3.60内m2151.3332异形柱模板制安 h=4.60内m217.3833楼层梁砼C30m3138.0234楼层梁模板制安(宽25内)h=3.60内m21288.5335楼层梁模板制安(宽25内)h=4.60内m2471.3936楼层梁模板制安(宽25内)h=5.60内m2104.8937楼层梁模板制安(宽25外)h=3.60内m237.5538楼层板砼C30m3141.4339楼层板模板制安 h=3.60内m2768.1740楼层板模板制安 h=4.60内m2276205、.5041斜屋板砼C30(18.43)m382.9342斜屋板模板制安(18.43)h=3.60内m214.8943斜屋板模板制安(18.43)h=4.60内m2444.0044斜屋板模板制安(18.43)h=5.60内m2135.9445楼梯砼C30m320.4646直形楼梯模板制安m2117.5047阳台雨蓬砼C30m37.3748阳台雨蓬模板制安 h=3.60内m222.9949阳台雨蓬模板制安 h=3.60以上m226.6250小型构件C30m346.11第 97 页，共 119 页阳光半岛RN型住宅工工程程量量汇汇总总序序号号 定定额额编编号号项项 目目 名名 称称单单位位工工程程量206、量51小型构件模板制安m2435.9752构造柱C20m36.2253构造柱模板制安m269.1254过梁C30m34.1455过梁模板制安m256.2856压顶C30m33.0957压顶模板制安m101.6058反沿砼C20m34.9859反沿砼C30m31.1660反沿板制安m282.0561挑檐砼C30m32.1962挑檐模板制安m226.4063外墙脚手架单排高10米以内m2166.6464外墙综合脚手架高12.5米以内m21937.4765围尼龙编织布高12.5米以内m22104.1166满堂脚手架基本层m21432.7267里脚手架基本层m2796.3768里脚手架高4.8米内m2207、373.5669里脚手架高6.0米内m2135.9470地坪100厚C20m2851.6871基础砌砖(M10砂浆)m316.4872砖砌内墙120厚(M5砂浆)m2754.4473砖砌外墙120厚(M5砂浆)m2134.6774砖砌内墙180厚(M5砂浆)m21453.5675砖砌外墙180厚(M5砂浆)m2786.33第 98 页，共 119 页阳光半岛RN型住宅工工程程量量汇汇总总序序号号 定定额额编编号号项项 目目 名名 称称单单位位工工程程量量76砖砌外墙180厚(M5砂浆)m260.8077零星砌体m328.9878砖砌台阶m251.5279内墙15厚1:1:6水泥石灰砂浆打底,1208、.5厚水泥石灰砂浆过面m24612.1980厨房内墙15厚1:1:6水泥石灰砂浆打底m2348.8781卫生间内墙15厚1:1:6水泥石灰砂浆打底m2638.0682卫生间20厚1:2水泥砂浆m2148.2483卫生间立面JS复合防水层m271.2484卫生间平面JS复合防水层m277.0085外墙水泥砂浆批挡:12厚1:3水泥砂浆打底,加克裂速防裂纤维,8厚1:2.5水泥砂浆面,加克裂速防裂纤维,上抹3厚防渗宝（油漆面）m22291.1486外墙扫外墙漆(墙柱面)m22291.1487外墙水泥砂浆批挡:12厚1:3水泥砂浆打底,加克裂速防裂纤维,8厚1:2.5水泥砂浆面,加克裂速防裂纤维,上209、抹3厚防渗宝（零星油漆面）m2824.0188天棚8厚1:1:6水泥石灰砂浆打底,3厚石灰膏过面m21851.7889外墙扫外墙漆（零星油漆面）m2824.0190外墙15厚1:1:6水泥石灰砂浆底,贴陶瓷砖（贴砖面）m2530.5691屋面20厚1:2.5水泥砂浆找平层m2670.2092屋面20厚1:2.5水泥砂浆保护层m2670.20936-5屋面瓦m2670.20946-7屋面瓦脊m325.3495屋面30厚1:8水泥膨胀珍珠岩找平层m289.7896屋面20厚1:2.5水泥砂浆找平层m2130.7497屋面1.2厚JS复合防水涂料m2874.56986-337屋面座砌80厚陶粒隔热砖210、m289.78第 99 页，共 119 页阳光半岛住宅楼RN型（首首层层内内墙墙抹抹灰灰）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1（2）（5）*（L）（M）2S=(3.9*3.49+3.25*4.01*2+3.9*4.57-5.03-1.89)*2m2101.16卧室2S=(2.29+2.2)*2*0.2*2m23.59卧室2（2）（5）*（G）（J）2S=(3.9+3.0)*2*3.7*2-1.89*2m298.34卧室3（5）（7）*（F）（M）2S=(4.2*3.485+3.25*4.01*2+6.75*3.75*2+7.15*3.75+3*3211、.75+4.2*1.2+1.4*3.75*2+1.1*3.75-1.89*4-3.6-1.68-2.56-10.26)*2m2246.79客厅4（7）（9）*（H）（M）2S=(3.78+5.8)*2*3.75-5.03-1.89-1.68)*2m2126.50主卧室5（9）（12）*（H）（M）2S=(3.78+5.8)*2*3.75-5.03-1.89-1.68)*2m2126.50主卧室2S=(2.29+2.2)*2*0.2*2m23.59主卧室6（12）（15）*（F）（M）2S=(4.05*3.485+3.25*4.01*2+6.75*3.75*2+1.9*3.75*2+1.3*3.212、75*2-1.89*4-3.6-1.68-2.56-10.26)*2m2178.29客厅7（15）（18）*（L）（M）2S=(3.75+3.25)*2*4.01-1.89-5.03)*2m298.44卧室8（15）（18）*（G）（J）2S=(3.75+2.94)*2*3.75-1.89-3.65)*2m289.27卧室9（1）（4）*（D）（F）2S=(3.72+3.6)*2*2.75-1.89*2-2.97)*2m267.02厨房#（1）（1/2）*（C）（E）2S=(1.75+2.05)*2*2.75-1.68-0.99)*2m236.46工人房#（1/2）（4）*（C）（E）2S=(213、1.85+1.5)*2*2.75-1.89-1.68-2.88)*2m223.95工人房#（2）（4）*（A）（C）2S=(3.72+5.5)*2*2.73-2.88-4.9)*2m285.12车库#（4）（6）*（B）（F）2S=(2.22+7.6)*2*2.75-5.8-4.79-0.36-1.68-2.35*3.5)*2m266.31梯间#（6）（8）*（A）（F）2S=(3.12+9.4)*2*2.75-5.8-4.79-0.36-1.68-2.35*3.5)*2m296.01车库内抹灰第 100 页，共 119 页阳光半岛住宅楼RN型#（8）（9）*（C）（1/F）4S=(1.47+214、2.74)*2.7*2-1.68-0.78)*4m281.10工人房#（8）（9）*（A）（C）2S=(3.12+5.5)*2.75*2-5.3-2.4*2.15)*2m273.90车库#（9）（10）*（B）（F）2S=(2.22+7.6)*2*2.75-3.6-1.68-2.4*2.15)*2m287.14梯间#（10）（14）*（A）（C）2S=(3.72+5.5)*2*2.75-5.35-2.88)*2m284.96车库#（14）（17）*（A）（C）2S=(3.12+5.5)*2.75*2-5.3-3.13)*2m277.96车库#（13）（15）*（C）（F）2S=(2.22+4.215、92)*2.75*2-3.6-3.13)*2m265.08梯间#（1/8）（9）*（F）（H）2S=(2.32+2.62)*2*3.8-0.99-1.68)*2m269.75卫生间#（9）（10）*（F）（H）2S=(2.32+2.62)*2*3.8-0.99-1.68)*2m269.75卫生间#（2）（3）*（J）（L）2S=(2.65+1.65)*3.68*2-0.99-1.68)*2m257.96卫生间#（16）（18）*（J）（L）2S=(2.65+1.65)*3.68*2-0.99)*2m261.32卫生间#（10）（13）*（D）（F）2S=(3.12+4.1)*2.7*2-1.8216、9*2-1.57)*2m267.28厨房#（12）（13）*（C）（E）2S=(1.23+2.2)*2.7-0.36-1.68)*2m214.44工人房#（10）（12）*（C）（E）2S=(1.75+1.5)*2.7*2-1.89-1.68-2.88)*2m222.20工人房内抹灰第 101 页，共 119 页阳光半岛住宅楼RN型（二二层层室室内内抹抹灰灰）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1（3）（6）*（G）（L）2S=(2.82+4.72)*3.15*2-2.23-1.89)*2m286.76卧室2（6）（8）*（G）（L）2S=(3.1217、8+4.92)*3.15*2-2.23-1.89)*2m293.82卧室3（8）（9）*（G）（L）2S=(2.96+4.92)*3.15*2-5.40-1.89)*2m284.71卧室4（9）（11）*（H）（L）2S=(3.34+3.80)*3.15*2-5.40-1.89)*2m275.38卧室5（11）（13）*（G）（L）2S=(2.28+4.92)*3.15*2-2.23-1.89)*2m282.48卧室6（13）（16）*（H）（L）2S=(3.50+3.80)*3.15*2-1.24-2.23-1.89)*2m281.26卧室7（4）（6）*（E）（G）6S=(7.12+2.2218、2)*3.20*2-1.89*2-1.68*2-4.05-2.22*3.2)*6m2248.89梯间8（1）（6）*（B）（F）2S=(6.12+8.50)*2*3.20-2.22*3.20-1.89-5.03-2.23-2.20-1.35-5.94)*2m2135.65客厅9（6）（10）*（B）（D）2S=(8.82+4.52)*2*3.20-2.22*3.20-1.68-2.20-1.35-5.94)*2m2134.20客厅#（10）（17）*（B）（D）2S=(7.02+3.22)*2*3.20-1.68-2.20*2-5.94)*2m2107.03客厅#（6）（8）*（C）（F）2S219、=(3.10+3.90)*2*3.20-1.89-1.57)*2m282.68厨房#（8）（9）*（C）（1/E）2S=(3.12+2.15)*2*3.20-1.89-1.57)*2m260.54厨房#（10）（13）*（D）（1/E）2S=(3.10+3.00)*2*3.20-1.68*2)*2m271.36厨房#（6）（1/6)*（D）（1/E）2S=(1.15+2.25)*2*3.20-1.68-0.99)*2m238.18卫生间#（6）（8）*（F）（G）2S=(2.60+1.55)*2*2.80-1.68-0.99)*2m241.14卫生间#（8）（9）*（F）（G）2S=(2.40220、+1.66)*2*2.80-1.68-0.99)*2m240.13卫生间#（12）（13）*（F）（G）2S=(2.42+1.70)*2*2.80-1.68)*2m242.78卫生间#（6）（15）*（C）（F）2S=(1.35+2.65)*3.2-1.68)*2m222.24工人房内抹灰第 102 页，共 119 页阳光半岛住宅楼RN型（三三层层室室内内抹抹灰灰）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量1（3）（8）*（H）（L）2S=(6.12+3.8)*2*3.84-9.72-0.54*2-2.4*1.15)*2m2125.25主卧室2（8）（1221、1）*（H）（L）2S=(6.42+3.8)*2*3.84-3.8*2-2.4*2.05+(2+1.9)*2*2*0.2)*2m2138.18主卧室3（11）（16）*（H）（L）2S=(6.2+3.8)*2*3.84-9.72-0.54*2-2.25*2.4)*2m2121.20主卧室4（3）（6）*（F）（H）2S=(2.68+2.71+2.71)*2*2.9-2.4*1.15-1.89-1.5*2.9*2-1.68)*2m263.90衣帽间5（6）（7）*（F）（H）2S=(2.6+2.68)*2*2.9-1.68)*2m257.89卫生间6（8）（9）*（F）（H）2S=(2.6+2.222、68)*2*2.9-1.68-0.99)*2m255.91卫生间7（9）（10）*（F）（H）2S=(2.05+2.8)*2.9*2-2.4*2.05-1.89-1.68)*2m239.28主卧室8（12）（13）*（1/E）（H）2S=(1.65+3.65)*2.9*2-1.68-1.57)*2m254.98卫生间9（1）（4）*（D）（E）4S=(3.72+3.9)*4.12*2-5.03-1.89+(2.29+2.2)*2*0.2)*2m2115.33卧室#（6）（8）*（C）（F）2S=(3.12+3.9)*3.7*2-1.57-1.89-2.71)*2m291.56书房#（8）（9）223、*（C）（1/E）2S=(3.12+3.5)*3.56*2-1.57-1.89)*2m287.35书房#（10）（13）*（C）（1/E）2S=(3.12+2.9)*3.46*2-1.89-2.56-5.94)*2m262.54书房#（2）（6）*（C）（F）2S=(3.54+5.25)*3.88*2-1.89*3-1.68-0.99)*2m2119.74梯间#（9）（10）*（C）（F）2S=(2.22+5.25)*3.88*2-1.89*2)*2m2108.37梯间内抹灰第 103 页，共 119 页阳光半岛住宅楼RN型#（13）（15）*（C）（F）2S=(2.22+5.25)*3.88224、*2-1.89*2)*2m2108.37梯间#（1）（2）*（C）（E）2S=(1.53+2.5)*3.3*2-1.68-0.78)*2m248.28卫生间#（1）（6）*（B）（C）2S=(6.12+3.22)*2.5*2)*2m293.40书房#（8）（9）*（B）（C）2S=(6.12+3.22)*2.5*2)*2m293.40书房#（9）（17）*（B）（D）2S=(7.02+4.6)*2.5*2-5.94)*2m2104.32书房内内墙墙抹抹灰灰汇汇总总：厨厨房房348.87348.87卫卫生生间间638.06638.06其其他他4511.714511.71内抹灰第 104 页，共 225、119 页阳光半岛住宅楼RN型（外外墙墙）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量（6）（9）*（1/E）（F）2S=(2+4.75)*2*2.85-4.79-0.36-0.78+1.02*2.85)*2m270.90管井2S=(2+1.47)*2*2.85-1.76)*2m236.04管井（7）（1/8）*（F）（H）2S=(1.22+2.62)*2*3.9-0.99-2.56)*2m252.80管井（10）（12）*（F）（H）2S=(1.35+2.05)*3.9*2-1.57-3.56)*2m242.78管井（8）*（F）（H）2S=(1.20+226、2.60)*3.3*2*2m250.16管井（6）（8）*（1/E）（F）2S=(1.10+3.10)*3.3*2-0.7*3.3)*2m250.82管井（8）（9）*（1/E）（F）2S=(1.47+1.58)*3.3*2-0.99-0.7*3.3-1.57)*2m230.52管井（8）（9）*（1/E）（F）2S=(1.47+1.58)*3.3*2-0.99-1.57)*2m235.14管井（10）（12）*（F）（H）2S=(1.30+2.10)*4.05*2)*2m255.08管井（8）*（F）（H）2S=(1.20+2.60)*3.75*2*2m257.00管井（6）（8）*（1/E227、）（F）2S=(1.10+3.10)*4.8*2-0.7*4.8)*2m273.92管井（8）（9）*（1/E）（F）2S=(1.47+1.58)*4.8*2-0.99-0.7*4.8-1.57)*2m246.72管井（8）（9）*（1/E）（F）2S=(1.47+1.58)*4.8*2-0.99-1.57)*2m253.44管井（10）（12）*（F）（H）2S=(1.30+2.10)*3.75*2)*2m251.00管井（1）（35）立面1（A）*（1）（17）2(22.68+3.1*4+0.63*2)*2.85-1.92*1.92-2.13*1.92*3-3.6*2)*2m2160.83228、油漆2(17)*(A)(G)22.11*2.85*2m212.03油漆22.5*7.6*2m238.00油漆22.4*3.8*2m218.24油漆2(1.9+1.8+1.3+1.3+0.55+0.55+3.9+1.7+0.72+2.7)*3.8-3.6*2)*2m2110.39贴砖外墙第 105 页，共 119 页阳光半岛住宅楼RN型2(8.45*4.5-4.3*3.8)*2m243.37贴砖21.5*6.87*2m220.61油漆25.8*(0.05+0.12+0.23)*2m24.64零星油漆25.8*1.1*2m212.76油漆2(6.6*3.4-3.64)*2m237.60油漆25.6229、5*3.4*2m238.42贴砖2(6.6*3-1.04*1.84)*2m235.77油漆25.76*(0.2+0.12+0.2)*2m25.99零星油漆21.5*4.57*2m213.71贴砖2(4.13*3.86-0.4*1.7*2)*2m229.16贴砖23.4*0.8*2m25.44油漆22.8*0.86*2m24.82油漆21.5*1.5*2m24.50油漆3花池墙1(2.6+2.0)*2.8*2m225.76油漆4(G)*(17)(18)2(1.84*3.7-2.82*1.59)*2m24.65贴砖2(2.82+2.82+1.59)*(0.2+0.12+0.2)*2m27.52零星230、油漆22.6*0.98*2m25.10贴砖22.7*1.1*2m25.94油漆22.7*(0.05+0.12+0.23)*2m22.16零星油漆5(18)(6)(18)2(2+2.6)*2.7*2m224.84油漆6(A)*(1)(17)2(22.68*5.13+1.11*3.12*2+0.56*3.31*4)*2m2261.38油漆扣(10.3*4+6.27*2+3.51*2)*(-2)m2-121.52油漆外墙第 106 页，共 119 页阳光半岛住宅楼RN型2(10.3*4+4.7*2+5.9*2+7.9*2)*(0.2+0.12+0.2)*2m281.33零星油漆710.8012.30231、外墙2(4.1+8.2+1.6)*1.47-0.97*2-1.58*1)*2m233.83油漆2(1.5*1.8+8.2*1.98)*2m237.87零星油漆2(0.8+1.3+8.9)*0.4*2m28.80零星油漆82(8.1+1.8)*2*2m239.60油漆929*0.4*2m27.20油漆10217.5*1.517*2m253.10油漆(M)(A)立面14(1)*(A)(B)22.11*2.85*2m212.03油漆15(1)*(B)(F)2(8.88*9.35+4.15*8.5*2-1.08*7.7-0.99-0.78-3.88)*2m2279.22油漆24.15*(0.15+0.232、10)*2m22.08零星油漆27.1*(0.20+0.12+0.20)*2m27.38零星油漆16(1)*(F)(K)2(6.2+0.6+1.70*2+9.68)*3.9-3.6-0.99-2.97-7.44*2)*2m2110.18油漆2(6.20+0.6)*(0.20+0.12+0.20)*2m27.07零星油漆17(1)*(K)(N)2(3.80*3.90+1.45*0.85+1.10*2.70)*2m238.05油漆18(F)*(1)(4)2(3.30*7+0.6*3.30-5.40-6.17)*2m227.02油漆2(8.38+8.98)*(0.2+0.12+0.20)*2m218233、.05零星油漆19(3)*(F)(L)2(2.6*7.08+0.60*3.30-4.05)*2m232.68贴砖2(4.25*7-1.14*2-1.45*0.85)*2m252.48贴砖(35)(1)立立面面20(1)(7)2(9.18*3.465-6.17-11.39)*2m228.50油漆(9.48+9.20)*(0.20+0.12+0.20)*2m219.43零星油漆外墙第 107 页，共 119 页阳光半岛住宅楼RN型21(7)*(L)(M)22*3.80*2m215.20油漆22(L)*7)12)2(7.98*3.90-6.17-6.17)*2m237.56贴砖(9.46+9.46)234、*(0.2+0.12+0.20)*2m219.68零星油漆23(12)*(L)(M)22*3.80*2m215.20油漆242(8.19*3.465-6.17-11.39)*2m221.64油漆(9.46+9.20)*(0.2+0.12+0.20)*2m219.41零星油漆二层以上25(L)*(3)(7)2(6.2*5.69-2.23*2-1.24-11.38)*2m236.40贴砖11.38*(0.20+0.12+0.20)*2m211.84零星油漆26(L)*(7)(12)27.15*6.48-4.68*2-4.79*2m227.39贴砖8.28*2*(0.20+.12+0.20)*2m2235、17.22零星油漆27(L)*(12)(16)2(5.90*5.69-2.23*2-1.24-11.38)*2m232.98贴砖11.38*(0.2+0.12+0.2)*2m211.84零星油漆28(J)*(16)(20)1(3.5+0.6+0.6)*3.5+0.4*1.65*2m217.77油漆小屋294(2.6*4.08-0.73)*4*4m2158.05油漆3/20大样79.2*1.29m2102.17零星油漆4/20大样105.39*1.41m2148.60零星油漆5/20大样27.76*1.41m239.14零星油漆7/20大样97.28*1.46m2142.03零星油漆8/20大样236、18.1*1.46m226.43零星油漆外墙第 108 页，共 119 页阳光半岛住宅楼RN型外外墙墙汇汇总总：油油漆漆m21492.171403.56贴贴砖砖m2241.49464.29零零星星油油漆漆m2896.33740.66外墙第 109 页，共 119 页阳光半岛住宅楼RN型外墙第 110 页，共 119 页阳光半岛住宅楼RN型外墙第 111 页，共 119 页阳光半岛住宅楼RN型（屋屋面面瓦瓦）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量二层（1）（7）（8.6*3.5+1.85*2.7-4.38)*1.054*2m264.75瓦面(5.4+5237、.4+8.6)*1.054*2m40.90屋脊(16.4*3.5+5*1.74-4.38*2-3.6)*1.054*2m2113.28瓦面(5.15*2*1.054+16.4)*2m54.51屋脊4.65*19.2*1.054*2m2188.20瓦面(4.65*2*1.054+19.2)*2m58.00屋脊(6.5*8.4+1.25*4.1+3.1*4.4+3.4*7.25+8.15*3.2+5.3*1.55-1.56*2)*2m2258.38瓦面(5.3+1.9+4+3.3+0.5+3.5+1.2+9)*1.05+1.5+12.9+22.8)*2m134.67屋脊(8.3*4.9-1.56)238、*1.054*2m282.44瓦面(4.9*2*1.054+8.3)*2m37.26屋脊瓦瓦屋屋面面汇汇总总:m m2 2642.31642.31瓦瓦面面m m325.34325.34屋屋脊脊屋面第 112 页，共 119 页阳光半岛住宅楼RN型（小小屋屋面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量小小屋屋面面3.2*3.2*440.9610.2010.20屋屋面面(4.3*3.4+2.3*3.5+2.7*2.5+4.8*2.6+1.3*2.3)*289.78汇汇总总:m m2 2130.74130.74屋面第 113 页，共 119 页阳光半岛住宅239、楼RN型（外外脚脚手手架架）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量一、（1）（35）立面2(2.11*6+6.9+6.9+3.6)*4.3*2258.52综合22.8*3.2*2*235.84单排222.8*5.45*235.84综合1(3.3+1.9)*2.8*2*129.12单排14.6*5.3*124.38综合14.6*2.8*112.88单排二(35)(1)立面2(8.6+8.2)*3.885*212.88综合22.0*4.1*2*212.88综合27.6*5.35*281.32综合2(5.9+6.1)*5.8*2139.20综合27.6*6240、.6*2100.32综合27.4*3.0*2*288.80单排25.0*2.8*288.80综合外脚手架第 114 页，共 119 页阳光半岛住宅楼RN型三(A)(M)立面2(8.9+0.78+0.78)*10.3*2215.48综合2(6.2+0.65)*4.5*261.65综合23.9*4.9*238.22综合26.7*7.9*2105.86综合23.3*7.5*249.50综合四(18)轴立面2(8.9+0.78+0.78)*10.3*2215.48综合2(6.2+0.65)*4.5*261.65综合23.9*4.9*238.22综合26.7*7.9*2105.86综合23.3*7.5*241、249.50综合五 小屋面3.6*4*4.2*4241.92综合汇汇总总:166.64166.64单单排排1937.471937.47综综合合外脚手架第 115 页，共 119 页阳光半岛住楼RN型（小小屋屋）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量(0.1*0.1+0.25*0.15+0.35*0.15+0.15*0.1+0.18*0.18*0.5+0.15*0.175+0.325*0.12)*3*4*4m39.43小型构件(0.5+0.675+0.9)*3*4*4m299.60小型构件外墙360墙2*1.9*4*4m260.80外墙120墙10.4242、*0.28*4m211.65零星砌体(0.1*0.1+0.15*0.3+0.12*0.4+0.13*0.12+0.13*0.12*0.5)*1.4*8*4m35.66零星砌体(0.1*0.1+0.15*0.25)*1*4*4m30.76零星砌体零星抹灰（0.525+0.9)*2.6*4*4m259.28内墙抹灰(1.8*4.1-1.1)*4*4m2100.48小屋第 116 页，共 119 页阳光半岛住宅楼RN型（卫卫生生间间防防水水）工工程程量量计计算算#（1/8）（9）*（F）（H）2S=2.32*2.62*2m2卫生间#（9）（10）*（F）（H）2S=2.32*2.62*2m2卫生间#243、（2）（3）*（J）（L）2S=2.65*1.65*2m2卫生间#（16）（18）*（J）（L）2S=2.65*1.65*2m2卫生间#（18）（20）*（J）（L）2S=2.65*1.65*2m2卫生间（二二层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量#（6）（1/6)*（D）（1/E）2S=1.15*2.25*2m25.18卫生间2S=(1.15+2.25)*2*0.5)*2m26.80卫生间#（6）（8）*（F）（G）2S=2.6*1.55*2m28.06卫生间2S=(2.6+1.55)*0.5*2*2m28.30卫生间#（8）（9244、）*（F）（G）2S=2.4*1.66*2m27.97卫生间2S=(2.4+1.66)*2*0.5*2m28.12卫生间#（12）（13）*（F）（G）2S=2.42*1.7*2m28.23卫生间2S=(2.42+1.7)*2*0.5*2m28.24卫生间（三三层层楼楼地地面面）工工程程量量计计算算#（6）（7）*（F）（H）2S=2.6*2.68*2m213.94卫生间2S=(2.6+2.68)*2*0.5*2m210.56卫生间卫生间防水第 117 页，共 119 页阳光半岛住宅楼RN型#（8）（9）*（F）（H）2S=2.6*2.68*2m213.94卫生间2S=(2.6+2.68)*0245、.5*2*2m210.56卫生间#（1）（2）*（C）（E）2S=1.53*2.50*2m27.65卫生间2S=(1.53+2.50)*0.5*2*2m28.06卫生间#（12）（13）*（1/E）（H）2S=1.65*3.65*2m212.05卫生间2S=(1.65+3.65)*0.5*2*2m210.60卫生间卫卫生生间间防防水水汇汇总总:77.0077.00平平面面71.2471.24立立面面（卫卫生生间间防防水水）工工程程量量计计算算#（1/8）（9）*（F）（H）2S=2.32*2.62*2m2卫生间#（9）（10）*（F）（H）2S=2.32*2.62*2m2卫生间#（2）（3）*246、（J）（L）2S=2.65*1.65*2m2卫生间#（16）（18）*（J）（L）2S=2.65*1.65*2m2卫生间#（18）（20）*（J）（L）2S=2.65*1.65*2m2卫生间（二二层层楼楼地地面面）工工程程量量计计算算序号起止轴号构件数量工 程 量 计 算 式单位工工 程程 量量#（6）（1/6)*（D）（1/E）2S=1.15*2.25*2m25.18卫生间2S=(1.15+2.25)*2*0.4*2m25.44卫生间卫生间防水第 118 页，共 119 页阳光半岛住宅楼RN型#（6）（8）*（F）（G）2S=2.6*1.55*2m28.06卫生间2S=(2.6+1.55)*247、0.4*2*2m26.64卫生间#（8）（9）*（F）（G）2S=2.4*1.66*2m27.97卫生间2S=(2.4+1.66)*2*0.4*2m26.50卫生间#（12）（13）*（F）（G）2S=2.42*1.7*2m28.23卫生间2S=(2.42+1.7)*2*0.4*2m26.59卫生间（三三层层楼楼地地面面）工工程程量量计计算算#（6）（7）*（F）（H）2S=2.6*2.68*2m213.94卫生间2S=(2.6+2.68)*2*0.4*2m28.45卫生间#（8）（9）*（F）（H）2S=2.6*2.68*2m213.94卫生间2S=(2.6+2.68)*0.4*2*2m28.45卫生间#（1）（2）*（C）（E）2S=1.53*2.50*2m27.65卫生间2S=(1.53+2.50)*0.4*2*2m26.45卫生间#（12）（13）*（1/E）（H）2S=1.65*3.65*2m212.05卫生间2S=(1.65+3.65)*0.4*2*2m28.48卫生间卫卫生生间间防防水水汇汇总总:77.0077.00平平面面71.2471.24立立面面卫生间防水第 119 页，共 119 页