房地产工程建筑成本管理 工程项目成本控制必备知识过程控制 后评估及造价指标 造价指标信息库.xlsx

《房地产工程建筑成本管理 工程项目成本控制必备知识过程控制 后评估及造价指标 造价指标信息库.xlsx》由会员分享，可在线阅读，更多相关《房地产工程建筑成本管理 工程项目成本控制必备知识过程控制 后评估及造价指标 造价指标信息库.xlsx（5页珍藏版）》请在得力文库 - 分享文档赚钱的网站上搜索。

1、工程名称: 第 1 页、共 1 页序号单项工程名称建筑面积标准层单层建筑面积层数建筑层高单元数标准层每单元户数(户型)基础形式11#地上24385.67745.56332.923地下3097.79770.3543.6筏板小计27483.4622#地上24452.17768.36332.924地下2484.10828.4333.55筏板小计26936.2733#地上24385.67745.56332.923地下3107.57779.8043.6筏板小计27493.2444#地上24452.17768.36332.924地下1634.50817.2823.55筏板小计26086.6755#地上24

2、452.17768.36332.924地下1634.50817.2823.55桩基础小计26086.6766#地上12975.44406.38332.915地下880.32440.1623筏板小计13855.7677#地上13009.33406.38332.915地下880.32440.1623筏板小计13889.6588#地上23861.47752.21332.924地下2424.36805.4833.1桩基础小计26285.8499#地上23861.47752.21332.924地下3251.491473.8333.1筏板小计27112.96101#公建地上地下小计11 1-19轴车库地上

3、23.7筏板+独立基础+条基地下5797.773456.01小计11 20-44轴车库 地上地下5904.515904.5114.3筏板+独立基础+条基小计11 45-63轴车库 地上地下6155.593530.3624.6筏板基础小计结构形式 工 程 量砖量（m3）平米指标(m3/m2)砼量（m3）平米指标(m3/m2)钢筋量(t)平米指标(t/m2)楼地面（m2）平米指标(m2/m2)内墙面（m2）剪力墙2122.800.0879740.690.3991262.860.052 17870.800.7354593.73211.300.0683632.421.173425.530.137243

4、8.860.799210.082334.100.085 13373.110.4871688.390.061 20309.660.7463803.81剪力墙2408.400.098 10174.520.4161254.660.051 18290.910.7556974.0090.100.0363145.511.266349.180.1412020.990.816837.392498.500.093 13320.030.4951603.840.060 20311.900.7563811.39剪力墙2119.500.0879633.690.3951274.250.052 17870.800.7354

5、593.73133.200.0433026.050.974398.430.1282436.180.788693.982252.700.082 12659.740.4601672.680.061 20306.980.7463287.71剪力墙2506.900.103 10202.950.4171244.170.051 18249.950.7557090.3882.400.0502731.311.671285.330.1751392.000.854790.422589.300.099 12934.270.4961529.500.059 19641.950.7561880.80剪力墙2506.900

6、.103 10202.950.4171238.910.051 18249.950.7557090.3884.500.0522990.811.830318.350.1951393.000.854755.832591.400.099 13193.770.5061557.260.060 19642.950.7561846.21剪力墙1287.100.0995741.900.443732.820.0569468.500.7330310.6246.500.0531506.681.712144.370.164727.750.832048.051333.600.0967248.580.523877.190.

7、063 10196.250.7432358.67剪力墙1285.500.0995748.370.442728.590.0569462.670.7330225.8827.700.0311508.481.714144.120.164694.760.792107.331313.200.0957256.840.522872.710.063 10157.430.7332333.21剪力墙1950.060.082 10066.310.4221267.320.053 17994.380.7555731.7566.390.0273348.501.381391.900.1622042.900.846282.83

8、2016.450.077 13414.810.5101659.220.063 20037.280.7662014.58剪力墙1950.060.082 10080.710.4221286.330.054 17994.380.7555731.75179.690.0553975.881.223492.700.1522705.030.838805.112129.750.079 14056.580.5181779.030.066 20699.410.7664536.86#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!209.140.0364240.170.731469.570.08

9、15775.001.004636.00#DIV/0!#DIV/0!框架299.620.0514985.300.844578.250.0985653.500.964867.43#DIV/0!#DIV/0!211.730.0344361.650.709503.720.0825807.340.945508.83#DIV/0!工程名称: 第 1 页、共 1 页筏板+独立基础+条基平米指标(m2/m2)天棚面（m2）平米指标(m2/m2)外墙抹灰面（m2）平米指标(m2/m2)屋面苯板（m2）平米指标(m2/m2)外墙涂料（m2）平米指标(m2/m2)2.24 19852.000.8132302.901

10、.32716.380.0326345.130.962.972805.790.911713.150.552.32 22657.790.8234016.051.24716.380.9626345.130.962.33 19815.200.8132134.711.31820.001.0726655.010.992.752006.100.811742.400.702.37 21821.300.8133877.111.26820.001.0726655.010.992.24 19852.000.8132168.801.32716.380.9626345.130.962.802803.760.901080

11、.540.352.30 22655.760.8233249.341.21716.380.9626345.130.962.33 19765.630.8132699.331.34820.001.0726655.011.022.931391.000.85608.780.372.37 21156.630.8133308.111.28820.001.0726655.011.022.33 19765.630.8132699.331.34820.001.0726655.011.022.911385.000.85608.780.372.37 21150.630.8133308.111.28820.001.07

12、26655.011.022.34 10151.170.7817890.881.38386.690.9517418.561.262.33755.000.86494.060.562.34 10906.170.7918384.941.33386.690.9517418.561.262.32 10047.390.7717896.501.38386.690.9517420.191.252.39733.000.83494.060.562.33 10780.390.7818390.561.32386.690.9517420.191.252.34 19412.690.8131309.221.31766.281

13、.0226559.311.012.592163.910.89797.000.332.36 21576.600.8232106.221.22766.281.0226559.311.012.34 19412.690.8131983.341.34766.281.0226559.310.982.713029.410.931727.700.532.38 22442.100.8333711.041.24766.281.0226559.310.98#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0.808378.101.45798.000.14

14、 3350.000.97286.490.05#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0.829749.051.65586.480.105828.000.99306.400.05#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0.899095.271.480.00 3356.030.950.00#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!工程名称: 第 1 页、共 1 页 工 程 量