工程量计算书样本.pdf

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1、工程量计算书编 制 人：工程量计算表工程量计算表共 29 页第 1 页序号序号一1分部分项工程分部分项工程名称名称土石方工程人工挖土方部位与规部位与规格格单单位位(56.24+0.0)(14.64+0.6)（56.84+2.05）（15.24+2.05）1/32.05（866.242+1018.208+866.242 1018.208）2二1平整场地基础工程基础垫层10mm（56.24+4）（12.24+4）(2.6+1.6)1.72+(3.5+2.6+5+3.3+0.8)(3.9+2.7+1.6)-(2.7-0.8)0.6+(3.7+1.6)1.8+(3.3+3+1.9+3.2+2.6+3.

2、6+3.6+2.7+3.3+3.5+2.6+5+3.3+0.8)(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)1.5+(1.8+1.5+6)(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)7.8+7.29(1.8+2.7+1.8+6+7.8+1.6)0.12.61.72+（3.5+2.6+5+3.3+3）（2.7+1.8+2.7+3.9）+3.71.8-2.70.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+

3、3.3）（2.7+1.8+2.7+3.9-1.5）+2.61.722+（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）（6+1.5+1.8）+（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）7.8+（1.8+2.7+1.8+6+7.8）7.290.612310.650.5120.80.5697.830154.458计算式计算式1929.4641018.2081929.464计算结果计算结果底部面积m顶部面积m总挖方量m2筏板基础m773.523三1砌筑工程地下室填充墙地下室门窗M1020GC0605GC0805152.930623.92.4m

4、工程量计算表工程量计算表共 29 页 第 2 页序号序号分部分项工程分部分项工程名称名称部位与规部位与规格格GC0905GC1205GC1505GC1805240mm 填充墙单单位位m0.90.541.20.521.50.551.80.51（56-6-0.482-0.413-0.5+14.4-1.5-0.482-0.4-0.3+1.22+11-0.32-0.42+6.6-0.48-0.4-0.3）0.241.4+（0.3+7.5-0.3+18.1-0.63+38.8-40.6-0.3+7.2-0.3-0.12）0.244.3（56-6-0.482-0.413-0.5+14.4-1.5-1.8-

5、2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3）0.190.63计算式计算式计算结果计算结果1.81.23.750.992.609190mm 填充墙200mm 填充墙m6.725m（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.086+361.35.676+3.9-0.12-1-0.2+2.7-0.05-1）0.21.92+（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）3.970.2（2.55+3.68+4.259+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）0.11.9292.609+6.725

6、+61.35+12.618-75.950.24-2.14412.161.11.830.61.8312.1312.618152.930110.60212.65.943.246.32一层填充墙100mm 填充墙合计mm一层门窗FDM1021FM丙1118FM丙0618FM乙1021LM18421.82.354.23工程量计算表工程量计算表共 29 页 第 3 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格M0721M0921M1822C0915C1015C1215C1315C1515C1519C1815C1819单位单位2.42.3550.72.1110.82.1171.82.23

7、0.91.45611.451.21.4521.31.451.51.45111.51.8531.81.451.81.856（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.28（2.42+6.026+2.92+4+5.523+9.6+4.3+3.672+2.8+2.62+3.02+1.6+3.67+3.423+2.9+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33）0.

8、22.28计算式计算式计算结果计算结果28.216.1728.5611.887.831.453.481.88523.9258.3252.6119.9850.476LM2424190mmm填充墙92.395200mmm填充墙100mmm填充墙2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+19.223.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）2+（1.8-0.1）2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1）0.12.289.223+50.476+92.395-186.

9、6050.2-4.171110.602118.3863二层填充墙合计m二层门窗工程量计算表工程量计算表共 29 页 第 4页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格FDM1021FM丙0618FM丙1118单位单位12.160.61.831.11.832.42.3551.82.3510.72.1110.82.1170.91.45611.4511.21.4521.31.4511.51.45111.51.8531.81.4511.81.8561.21.053（2042+6.026+2.9245.523+9.6+4.3+3.672+2.8+2.62+3.02+1.6+3.67+3

10、.423+2.9+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33）0.22.28（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.282.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1计算式计算式计算结果计算结果12.63.245.9428.24.2316.1728.567.831.453.481.88523.9258.3252.611

11、9.983.7892.395LM2424LM1824M0721M0921C0915C1015C1215C1315C1515C1519C1815C1819C1211200mmm填充墙50.476190mmm填充墙100mmm9.223填充墙.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）2+（1.8-0.1）2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.10.12.28工程量计算表工程量计算表共 29 页 第 5 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格合计单位单位计算式计算式计算结果计算

12、结果9.223+50.476+92.395-118.386（12.6+3.24+5.94+28.2+4.23+16.17+28.56）0.2-（7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78）0.1912.1630.61.8331.11.8331.82.35132.42.35530.72.11130.82.11730.91.56311.45131.21.45531.31.45131.51.451131.51.85331.81.45131.81.8563（2.4+2+6.026+2.92+4+5.523+9.6+4.3+3.672+2.8+2.

13、62+3.02+1.6+3.67+3.423+2.9+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.32342.56137.89.7217.8212.6984.648.5185.6823.494.3526.15.65571.77524.9757.8359.94277.1854m三五层填充墙三 五层门窗FDM1021FM丙0618FM丙1118LM1824LM2424M0721M0921C0915C1015C1215C1315C1515C1519C1815C1819200mmm填充墙3+4.3+3.3+4.33）0.22.283工程量计算表工程量计算表共 29 页

14、 第 6 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格单位单位计算式计算式（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.2832.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2=2.4-0.1+2.6-0.2+（1.75-0.2)2+(1.8-0.1)2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1

15、0.12.283计算结果计算结果151.428190mmm填充墙27.669100mmm填充墙合计277.185+151.428+27.669-342.561（37.8+9.72+17.82+12.69+84.6+48.51+85.68）0.2-(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94)0.19-11.77512.160.61.831.11.831.82.3512.42.3550.72.1110.82.1171.51.8530.91.35611.351114.31812.63.245.944.2328.216.1728.568.3257.2

16、91.355六层填充墙六层门窗FDM1021FM丙0618FM丙1118mLM1824LM2424M0721M0921C1519C0914C1014C1214C1224C1314C15141.21.3521.22.431.31.3511.51.35113.248.641.75522.275工程量计算表工程量计算表共 29 页 第 7 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格C1814C1818单位单位1.81.3511.81.756（2.42+6.026+2.92+4+5.523+9.6+4.3+3.672+2.8+2.62+3.02+1.6+3.67+3.423+2.9

17、+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33)0.22.28（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.282.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）2+（1.8-0.1）2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.

18、1+2.3-0.1+1.8-0.10.12.28计算式计算式计算结果计算结果2.4318.992.395200mmm填充墙50.476190mmm填充墙9.223100mmm填充墙合计92.395+50.476+9.223-114.318（12.6+3.24+5.94+4.23+28.2+16.17+28.56）0.2-（8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.43+18.9）0.19-3.8851.52.132.42.1654.3219.4530.246阁楼层填充墙阁楼层门窗C1512C2421m200mmm填充墙 （1.8+2.7+1.8-0.28

19、-0.4-0.1）2+63.482（11-0.1-0.4-0.6-0.1）2+（4.5-0.1-0.1）22+（10.9-0.3-0.42+10.9-0.22-0.42+4.32+（4.42-0.1-0.8）2+4.42-0.3-0.1 2.80.263.482-（9.45+30.24）0.2-1.22354.321合计工程量计算表工程量计算表共 29 页 第 8 页序号序号四1分部分项工程分部分项工程名称名称混凝土工程筏板基础部位与部位与规格规格单位单位m2.61.72+（3.5+2.6+5+3.3+3）(2.7+1.8+2.7+3.9)+3.71.8-2.70.6+（1.9+3.2+2.6

20、+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）（2.7+1.8+2.7+3.9-1.5）+2.61.722+（3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)7.8+(1.8+2.7+1.8+6+7.8)7.290.60.60.64.6+0.05)5+(0.60.2+0.40.2)(2.8+4.6)6+(0.60.2+0.40.2)(16.75-0.05-0.126)0.30.8(16.75+4.6-0.097)60.40.4(21.754+4.6-0.09

21、7)170.31.2(16.75+4.6-0.127）20.40.4(16.75+4.6-0.097)60.30.6(21.754+4.6-0.127）20.60.6(4.6-0.05)16+(0.60.2+0.20.4）（16.75+0.05-0.37）160.30.55(16.75+4.6-0.097)40.60.6(4.6-0.05)+0.40.4(16.75+0.05-0.136)20.50.5(4.6-0.05)+(0.50.2+0.20.3）（16.75+0.05-0.136）30.31(21.754+4.6-0.137)1计算式计算式773.523计算结果计算结果2柱KZ1m27

22、3.88320.446KZ2KZ3KZ4KZ5KZ6KZ7KZ8KZ9KZ10KZ1129.83769.96914.76719.8919.18556.7613.6758.40211.1027.633KZ12KZ13KZ14合计0.31.1(16.75+4.6-0.37)10.30.75(16.75+4.6-0.097)10.30.4(21.754-16.75)26.3534.6621.201273.883工程量计算表工程量计算表共 29 页 第 9 页序号序号3分部分项工程分部分项工程名称名称板部位与部位与规格规格单位单位m（11+0.2）（4.5+0.1）+（3.3+0.095）（3.6+0

23、.095）+3.66+3.6（4.5+3.9）+3.3(4.5+7.2)+7.64.5+7.36.3+3.71.75+3.64.25+3.34.25+114.50.12计算式计算式计算结果计算结果750.717262.57938.401一层板mLB1mLB2m（3.9+0.095）（3.3+0.095）+（4.5+0.095）10.246（3.7+0.19）+2.7（4.3+0.095）+（3.9+0.095）（3.3+0.095）+4.53.7+2.7（4.3+0.095）0.121.8（4.3+0.095）+1.82.90.095（3.9+0.095）+2.7420.133.5（6.6+0

24、.095）+3.6（7.2+0.095）+3.5（6.6+0.095）0.13（2.31.75+2.41.75+（1.9+0.095）（3.3+0.095）0.09（3.6+0.095）（6.9+0.095）+14.5（6.6+0.095）+7.36+7.811+(12.3+0.095)7.89+37.491.1828.0029.5071.350193.891LB3LB4LB5LB6LB7mmmmm(7.8+0.095)0.372.649二层板mLB1m1.81.4+114.5+（3.3+0.095）34.259（4.25+0.095）+3.65+3.6(4.5+3.9)+4.510.9+(3

25、.6+0.095)(4.25+0.095)+(3.3+0.095)(4.25+0.095)+7.38.05+4.570.12（3.3+0.095）（3.9+0.095）+（4.3+0.095）10.2882.7+（4.5+0.095）（3.7+0.095）20.12LB2m工程量计算表工程量计算表共 29 页 第 1 0 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格LB3LB4LB5单位单位mmm计算式计算式1.8（4.3+0.095）20.095（3.9+0.095）+2.7420.1311（1.8+0.095）+10.9（1.8+0.095）+0.651.2+1.752.

26、3+11（1.8+0.095）0.093.5（6.4+0.095）+1.22.95+3.67.2+3.5（6.6+0.095）0.133.2（7.2+0.095）0.12114.5+（3.3+0.095）（4.25+0.095）+3.66+（1.9+0.095）（3.3+0.095）+3.68.4+4.510.9+3.6(4.25+0.095)+3.3(4.25+0.095)+7.38.05+4.5730.12（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）230.12计算结果计算结果1.4248.0026.044LB6LB7三 五层板LB1mmmm9.8312.80

27、1231.26127.122LB2m18.309LB3LB4LB5mmm1.8（4.3+0.095）230.095（3.9+0.095）+2.74230.1311（1.8+0.095）+2.33.55+0.651.2+10.9（1.8+0.095）+11（1.8+0.095）30.094.27224.00519.248LB6LB7mm3.5（6.6+0.095）+1.22.95+3.629.900（7.2+0.095）+3.5（6.6+0.095）30.133.2（7.2+0.095）30.122.801工程量计算表工程量计算表共 29 页 第 11 页序号序号分部分项工程分部分项工程名称名称

28、部位与部位与规格规格LB1单位单位计算式计算式计算结果计算结果85.346六层板mm4.511+（3.3+0.095）（4.25+0.095）34.345+3.66+3.6（4.5+3.9）+4.510.9+（3.6+0.095）（4.25+0.095）+（3.3+0.095）（4.25+0.095）+7.38.05+74.50.12（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）20.121.8（4.3+0.095）20.095（3.9+0.095）+2.7420.1311（1.8+0.095）2+10.9（1.8+0.095）+2.31.750.093.5（6.6

29、+0.095）+3.6（7.2+0.095）+3.5（6.6+0.095）+1.22.950.136.1031.4248.00222.70410.05LB2LB3LB4LB5LB6mmmmmLB7阁楼层板LB1WB1mmmm3.2（7.2+0.095）0.12（34.5+3.44.5+34.5）0.1244.52+（1.8+0.095）11+2.65.1+3.74.2+1.92.8+3.213.5+7.64.5+4.24.5+3.34.5+4.54+111.8+4.540.122.80174.0115.07630.950WB2m 3.3+0.095）（3.9+0.095）+4.5（4.3+0.

30、095）11.998+3.74.520.12工程量计算表工程量计算表共 29 页 第 12 页序号序号4分部分项工程分部分项工程名称名称梁部位与部位与规格规格WB3WB4WB5单位单位mmm计算式计算式（53.9+42.7）20.133.66.4720.133.66.330.12（46.34+3.36.3+4.26.3）0.12（36.3+3.46.3+36.3）0.120.21.4（3.32+2.4+1.7）0.40.7(5.4+7.2+4+3.9)0.20.43.32计算结果计算结果7.8786.0568.16524.87217.7667.10667.4612.0785.740.266屋顶

31、板mWB1WB2mmm一层梁mKL1KL2KL3KL5KL6KL7KL8KL9KL10KL11KL12KL13KL14KL15KL17KL180.20.4(7.2+5.4+3.9+6+0.9)0.20.4(6+0.9)0.20.45.70.20.243.650.40.7(7.2+5.4+5.7+1.8)0.20.43.650.20.8(5.7+1.8)0.20.63.650.40.7(7.2+5.4+5.7+1.8)0.20.430.20.4(6.6+1.22)0.20.46.60.20.43.91.8720.5520.4560.1755.6280.2921.20.4385.6280.240.

32、6260.5280.312工程量计算表工程量计算表共 29 页 第 13 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL19KL20KL21KL22KL24KL25KL26KL27KL29KL30KL31KL32KL33KL34KL35单位单位0.20.42.70.20.4(5.9+2.9+3.15)0.20.43.650.20.6(3.9+0.3)0.20.4(6+1.22)0.20.4(6+1.22+3.9)0.20.43.30.20.4(3.3+3.9)0.40.7(3.1+6.69)0.21.4(3.1+3)0.21.4(3+2.7+2.8+3.6+3)0.20.4

33、(3.1+3.4+2.4+3.4)+0.21.4(3.4+2.4)0.21.4(3+3.4+2.1+3.9+1.2)0.20.43.10.20.4(3+2.7+2.8+3.6)0.20.43.1计算式计算式计算结果计算结果0.2160.9560.2920.5040.5780.8900.2640.5762.7411.7084.2282.6083.8080.2480.9680.248KL36KL37KL38KL39KL40KL41KL42KL43KL44KL45KL46KL47KL48KL490.20.4(3.6+2.6+3.6+3.1)0.20.4(3.1+3)0.20.4(3.1+3.4+2.

34、4+3.4)0.20.42.70.20.430.20.43.70.20.4(1.3+1.2)0.20.4(2.7+0.6)0.20.42.70.20.4(1.3+2.6+2+3+3)0.20.4(1.3+2.6+2+3+3)0.20.4(2+2+2)0.20.4(2.7+4.4+2+2.9+2.7)1.0320.4880.9840.2160.240.2960.20.2640.2161.1760.9520.481.176工程量计算表工程量计算表共 29 页 第 14 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格L1L2L3WKL1WKL2WKL3WKL4XL1单位单位计算式计算

35、式0.20.3(1.6+1.6)0.20.3(1.55+1.55)0.20.3(2.4+2.4+2.4)0.40.7(5.7+5.4+7.2)0.40.7(6.7+6.4+7.1+7.29)0.20.430.20.42.10.20.40.60.2.04(3.3+3.9)0.20.83.90.20.43.30.20.4(1.2+2.1+1.2)0.20.4(6+0.9+3.9+1.2)0.20.5（6+0.9）计算结果计算结果0.1920.1860.4385.1247.6970.240.16880.04832.4410.5760.6240.2640.3600.9600.690二层梁mKL1KL2

36、KL3KL4KL5KL6KL7KL8KL9KL10KL11KL12KL13KL14KL15KL16KL17KL18KL190.20.6(3.9+1.2)0.20.43.650.20.4(3.9+1.2)0.20.43.650.20.8(5.7+1.15)0.20.63.650.20.6(5.7+1.2)0.20.43.650.20.63.90.20.5(6.6+1.22)0.20.4(6.6+1.22+3.9)0.20.46.60.20.43.90.6120.2920.4080.2921.0960.4380.8280.2920.4680.7820.9380.5280.312工程量计算表工程量计

37、算表共 29 页 第 15 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL20KL21KL22KL23KL24KL25KL26KL27KL28KL29KL30KL31KL32KL33KL34单位单位0.20.42.70.20.5(3+3.85)0.20.43.650.20.6(4.5+1.2)0.20.43.650.20.5(6+1.22)0.20.4(6+1.22+3.9)0.20.4(1.2+3.9+2.1)0.20.43.30.20.83.90.20.4(3.3+2.1)0.20.4(7.1+6.4)0.20.4(3.1+3)0.20.4(3+2.7+2.8+3.6)

38、0.20.4(3.4+6.4)计算式计算式计算结果计算结果0.2160.6850.2920.6840.2920.7220.8900.5760.2640.6240.4321.0800.4880.9680.784KL35KL36KL37KL38KL39KL40KL41KL42KL43KL44KL45KL46KL47KL480.20.4(3.4+2.4+3.4)0.20.430.20.4(3+2.7+2.8+3.6)0.20.43.10.20.4(3.4+2.4+3.4+3.7)0.20.4(3.1+3)0.20.4(3.7+3.4+2.4+3.4)0.20.42.70.20.430.20.42.7

39、0.20.41.20.20.4(2.7+0.6)0.20.42.70.20.4(4.4+2.7)0.7360.2400.9680.2481.0320.4881.0320.2160.2400.2160.0960.2640.2160.568工程量计算表工程量计算表共 29 页 第 16 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL49KL50KL51KL52KL53WKL1WKL2WKL3L1L2L3L4L5L6XL1单位单位计算式计算式0.20.4(2.7+2.9)0.20.4(3+3)0.20.4(2.6+1.3)0.20.4（2.9+2.7)0.20.4(4.4+2.7

40、)0.20.430.20.42.10.20.4230.20.31.220.20.31.1520.20.4(3.6+2.8+2.7)0.20.3230.20.4230.20.40.60.20.43.1计算结果计算结果0.4480.4800.3120.4480.5680.2400.1680.4800.1440.1380.7280.3600.4800.0480.248三 五层梁KL1KL2KL3KL4KL5KL6KL7KL8KL9KL10KL11KL12m0.20.4(3.3+3.9)0.20.83.90.20.43.30.20.4(2.1+3.9+1.2)0.20.5(6+3.9)0.20.560

41、.20.63.90.20.43.650.20.4(3.9+0.6)0.20.43.650.20.8(5.7+1.2)0.20.63.6591.9650.5760.6240.2640.5760.9900.6000.4680.2920.3600.2921.1040.438工程量计算表工程量计算表共 29 页 第 17页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL13KL14KL15KL16KL17KL18KL19KL20KL21KL22KL23KL24KL25KL26KL27单位单位计算式计算式0.20.6(5.7+1.2)0.20.43.650.20.63.90.20.56.

42、60.20.5(6.6+3.9)0.20.46.60.20.43.90.20.42.70.20.5(3+3.85)0.20.43.650.20.6(4.5+1.2)0.20.63.90.20.560.20.4(2.1+3.9+1.2）0.20.43.3计算结果计算结果0.8280.2920.4680.6601.0500.5280.3120.2160.6850.2920.6840.4680.6000.5760.264KL28KL29KL30KL31KL32KL33KL34KL35KL36KL37KL38KL39KL40KL410.20.83.90.20.43.90.20.4(10.4+3.1)0

43、.20.4(3+3.1)0.20.4(2.7+2.8+3.6+3)0.20.4(3.1+10.4)0.20.4(3.4+2.4+3.4)0.20.430.20.4(3+2.7+2.8+3.6)0.20.43.10.20.4(3.4+2.4+3.4+3.7)0.20.4(3.1+3)0.20.4(3.7+3.4+2.4+3.4)0.20.42.70.6240.3121.0800.4880.9681.0801.4720.2400.9680.2481.0320.4881.0320.216工程量计算表工程量计算表共 29 页 第 18 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL

44、42KL43KL44KL45KL46KL47KL48KL49KL50KL51KL52WKL1WKL2L1L2单位单位0.20.430.20.42.70.20.43.10.20.4(2.7+0.6)0.20.42.70.20.4(4.4+2.7)0.20.4(2.7+2.9)0.20.430.20.42.60.20.4(2.9+2.7)0.20.42.50.20.430.20.42.10.20.31.220.20.31.152计算式计算式计算结果计算结果0.2400.2160.2480.2640.2160.5680.4480.2400.2080.4480.2000.2400.1680.1440.

45、138L3L4L5L6XL10.20.4(2.7+2.8+3.6)0.20.3230.20.4230.20.40.60.20.43.10.20.4(3.3+3.9)20.20.83.90.20.43.30.20.4(2.1+3.9+1.2)0.20.5(6+3.9)30.20.5620.20.63.920.7280.3600.4800.0480.24834.5361.1520.6240.2640.5762.9701.2000.936六层梁mKL1KL2KL3KL4KL5KL6KL7工程量计算表工程量计算表共 29 页 第 19页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL8

46、KL9KL10KL11KL12KL13KL14KL15KL16KL17KL18KL19KL20KL21KL22单位单位计算式计算式0.20.43.6520.20.4(4.5+1.2)0.20.43.650.20.8(5.7+1.15)0.20.63.650.20.6(5.7+1.2)0.20.63.90.20.56.60.20.56.60.20.46.60.20.43.90.20.42.70.20.5(4.5+1.2)0.20.43.650.20.6(4.5+1.2)计算结果计算结果0.5840.4560.2921.0960.4380.8280.4680.6600.6600.5280.3120

47、.2160.5700.2920.684KL23KL24KL25KL26KL27KL28KL29KL30KL31KL32KL33KL34KL35KL36KL37KL380.20.4(1.2+3.9+2.1)0.20.43.30.20.83.90.20.4(10.4+3.1)0.20.4(3.1+3)0.20.4(3+2.7+2.8+3.6)0.20.4(3.1+10.4)0.20.4(3.4+2.4+3.4)20.20.430.20.4(3+2.7+2.8+3.6)0.20.4(3.4+2.4+3.4+3.7)0.20.4(3+3.1)0.20.4(3.4+2.4+3.4+3.7)0.20.42

48、.70.20.430.20.42.70.5760.2640.6241.0800.4880.9681.0801.4720.2400.9681.0320.4881.0320.2160.2400.216工程量计算表工程量计算表共 29 页 第 20 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL39KL40KL41KL42KL43KL44KL45KL46KL47WKL1WKL2L1L2L3L4单位单位0.20.43.10.20.4(2.7+0.6)0.20.42.70.20.4(4.4+2.7)0.20.4(2.7+2.9)0.20.4(3+3)0.20.4(1.3+2.6)0.

49、40.6（2.9+2.7）0.20.4(2.7+4.4)0.20.430.20.43.10.20.31.620.20.31.5520.20.4(3.6+2.8+2.7)0.20.32.43计算式计算式计算结果计算结果0.2480.2640.2160.5680.4480.4800.3120.4480.4480.2400.2480.1920.1860.7280.432L5L6XL1XL2阁楼层梁KL1KL2KL3KL4KL5KL7KL8KL9KL10m0.20.42.430.20.410.20.43.50.20.43.50.20.4(2.1+3.9+1.2)0.20.5(6+3.9)0.20.63

50、.920.20.4(3.9+0.6)0.20.63.90.20.5(6.6+3.9)0.20.43.90.20.6(3.9+0.6)0.20.560.5760.080.2800.28030.39430.3940.9900.9360.3600.4681.0500.3120.5400.600工程量计算表工程量计算表共 29 页 第 21 页序号序号分部分项工程分部分项工程名称名称部位与部位与规格规格KL11KL12KL13KL14KL15KL16KL17WKL1WKL2WKL3WKL4WKL5WKL6WKL7WKL8单位单位计算式计算式0.20.5(6+3.9)0.20.4(2.1+3.9+1.2