工程量计算书模板

1、X 程里 计 算 书编制人：审核人:许茜一 编制日期：工程量计算表共29页第1页序号分部分项工程 名称部位与规 格单 位计算式计算结果一土后方工程1人工挖土方底部面积m3(56.24+0.0) X (14.64+0.6)1929.464顶部面积m3(56.84+2.05 ) X ( 15.24+2.05 )1018.208总挖方量m31/3 X2.05 X(866.242+1018.208+ J866.242m1018.208 )1929.4642平整场地10m3(56.24+4 ) X ( 12.24+4 )97.830一基础工程1基础垫层m3(2.6+1.6) X 1.72+(3.5+2.

2、6+5+3.3+0.8) X (3.9 +2.7+1.6)-(2.7-0.8) X0.6+(3.7+1.6) X1.8+(3.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5 +3.3+0.8) X (2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3) X 1.5+(1.8+1.5+6) X (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) X 7.8+7.29 X (1. 8+2.7+1.8+6+7.8+1.6

3、) X0.1154.4582筏板基础m32.6 X 1.72+(3.5+2.6+5+3.3+3) X(2.7+1.8+2.7+3.9)+3.7 X 1.8 - 2.7 X 0.6+(1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3) X ( 2.7+1.8+2.7+3.9-1.5) +2.6X1.72X2+(3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6) X 7.8+(1.8+2.7+1.8+6+7.8 ) X 7.29 X 0.677

4、3.523三砌筑工程1地卜室填充墙m3152.930地卜室下窗m2M10201 X2X3162GC06050.65 X 0.5 X 123.9GC08050.8 X0.5 X62.4工程量计算表共29页第2页序号分部分项工程 名称部位与规 格单 位计算式计算结果GC09050.9 X 0.5 X41.8GC12051.2 X 0.5 X 21.2GC15051.5 X 0.5 X 53.75GC18051.8 X 0.5 XI0.9240mm 填充墙m3(56-6- 0.48 X2 -0.4 X13-0.5+14.4-1.5-0.48 X2-0.4-0.3+1.22+11-0.3 X 2 -

5、0.4 X 2+6.6 -0.48-0.4-0.3)X 0.24X1.4+(0.3+7.5-0.3+18.1-0.6X3+38.8 -4X0.6-0.3+7.2-0.3-0.12) X 0.24X4.392.609190mm 填充墙m3(56-6- 0.48 6 2 -0.4 X 13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3)X 0.19 X 0.636.725200mm 填充墙m3(3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08 X 6+3.67 X 6+3.9 -0.12-1-0.2+2.7-0.05-1

6、)X0.2 X 1.92+(3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12)X 3.97 X 0.261.35100mm 填充墙m3(2.55+3.68+4.25 X 9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4 ) X 0.1 X 1.9212.618合计92.609+6.725+61.35+12.618-75.95 X0.24 -2.144152.9302一层填充墙m3110.602一层门窗m2FDM10211X2.1 X612.6FM 丙 11181.1 X 1.8 X35.94FM 丙 06180.6 X 1.8 X 33.24F

7、M 乙10211X2.1 X36.3LM18421.8 X 2.354.23工程量计算表共29页第3页序号分部分项工程 名称部位与 规格单位计算式计算结果LM24242.4 X 2.35 X 528.2M07210.7 X 2.1 X 1116.17M09210.8 X 2.1 X 1728.56M18221.8 X 2.2 X 311.88C09150.9 X 1.45 X 67.83C10151 X1.451.45C12151.2 X 1.45 X 23.48C13151.3 X 1.451.885C15151.5 X 1.45 X 1123.925C15191.5 X 1.85 X 38

8、.325C18151.8 X 1.452.61C18191.8 X 1.85 X 619.98190mm填充墙m3(56.24- 0.12 X2 -0.48- 0.4 X 12-3X2 - 0.5 X 3 -0 .48-0.6+56.24-0.12 X 2 -0.8-0.48- 0.4 X 12-0.6X 2+14.64 X 2 - 0.12 X4 - 0.48 X 3 - 0.4 X 2 - 0.3 X 3 )X 0.19X2.2850.476200mm填充墙m3(2.42+6.02 X 6+2.92+4+5.52 X 3+9.6+4.3+3.67 X 2+2.8+2.62+3.02+1.6

9、+3.67+3.42 X 3+2.9+11. 24+9.4+4.3 X 3+0.8+4.9+8.12+5.17+6.5+4.32 X 3+4.3+3.3+4.3 X 3) X 0.2X2.2892.395100mm填充墙m32.7-0.1 + 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 )X2+(1.8-0.1)X 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 ) X0.1 X2.289.223合计9.223+50.476+9

10、2.395- 186.605 X 0.2 -4.171110.6023二层填充墙m3118.386*层门 窗m2工程量计算表共29页第4 页序号分部分项工程 名称部位与 规格单位计算式计算结果FDM10211X2.1 X612.6FM 丙 06180.6 X 1.8 X 33.24FM 丙 11181.1 X 1.8 X35.94LM24242.4 X 2.35 X 528.2LM18241.8 X 2.35 XI4.23M07210.7 X 2.1 X 1116.17M09210.8 X 2.1 X 1728.56C09150.9 X 1.45 X 67.83C10151 X 1.45 X

11、11.45C12151.2 X 1.45 X 23.48C13151.3X1.45X11.885C15151.5 X 1.45 X 1123.925C15191.5 X 1.85 X 38.325C18151.8X1.45X12.61C18191.8 X 1.85 X 619.98C12111.2 X 1.05 X 33.78200mm填充墙m3(2042+6.02 X 6+2.92 X 4X 5.52 X 3+9.6+4.3+3.67X 2+2.8+2.62+3.02+1.6+3.67+3.42 X 3+2.9+11.24+9.4+4.3 X 3+0.8+4.9+8.12+5.17+6.5+

12、4.32X3+4.3+3.3+4.3 X 3) X 0.2X2.2892.395190mm填充墙m3(56.24- 0.12 X2 -0.48- 0.4 X 12-3X2 - 0.5 X 3 -0 .48-0.6+56.24-0.12 X 2 -0.8-0.48- 0.4 X 12-0.6X 2+14.64 X 2 - 0.12 X4 - 0.48 X 3 - 0.4 X 2 - 0.3 X 3 )X 0.19X2.2850.476100mmm32.7-0.1 + 1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+19.223填充墙.75-0.2+1.8-0.2+2.4-0.1+

13、2.6-0.2+(1.75-0.2 )X2+(1.8-0.1)X 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 X0.1 X2.28工程量计算表共29页第5 页序号分部分项工程 名称部位与 规格单位计算式计算结果合计9.223+50.476+92.395(12.6+3.24+5.94+28.2+4.23+16.17+28.56)X0.2 -(7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78 ) X 0.19118.3864三五层填充墙m3342.561三五层门窗m2FDM1021

14、1X2.1 X6X337.8FM 丙 06180.6 x 1.8 X3X39.72FM 丙 11181.1 x 1.8 X3X317.82LM18241.8X2.35X1X312.69LM24242.4 X 2.35 X 5X384.6M07210.7 X 2.1 X 11X348.51M09210.8 X 2.1 X 17X385.68C09150.9 X 1.5 X6X323.49C10151 X 1.45 X 1 X 34.35C12151.2 X 1.45 X 5X326.1C13151.3X1.45X1X35.655C15151.5 X 1.45 X 11X371.775C15191

15、.5 X 1.85 X 3X324.975C18151.8X1.45X1X37.83C18191.8 X 1.85 X 6X359.94200mm填充墙m3(2.4+2+6.02 X 6+2.92+4+5.52 X3+9.6+4.3+3.67 X 2+2.8+2.62+3.02+1.6+3.67+3.42 X 3+2.9+11 .24+9.4+4.3 X 3+0.8+4.9+8.12+5.17+6.5+4.32277.185X3+4.3+3.3+4.3 X 3) X 0.2X2.28X3工程量计算表共29页第6 页序号分部分项工程 名称部位与 规格单位计算式计算结果190mm填充墙m3(56.

16、24- 0.12 X2 -0.48- 0.4 X 12-3X2 - 0.5 X 3 -0 .48-0.6+56.24-0.12 X 2 -0.8-0.48- 0.4 X 12-0.6X 2+14.64 X 2 - 0.12 X4 - 0.48 X 3 - 0.4 X 2 - 0.3 X 3 )X 0.19X2.28X3151.428100mm填充墙m32.7-0.1 + 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) X2+(1.8 -0.1) X 2+4.9 -0.2+2.6-0. 2+

17、2.7-0.1 + 1.9-0.1+2.3-0.1 + 1.8-0.1 X0.1 X2.28 X327.669合计277.185+151.428+27.669(37.8+9.72+17.82+12.69+84.6+48.51+85.68)X 0.2 -(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94) X0.19 -11.775342.5615六层填充墙m3114.318六层门 窗m2FDM10211X2.1 X612.6FM 丙 06180.6 X 1.8 X 33.24FM 丙 11181.1 X 1.8 X35.94LM18241.8 X 2

18、.35 XI4.23LM24242.4 X 2.35 X 528.2M07210.7 X 2.1 X 1116.17M09210.8 X 2.1 X 1728.56C15191.5 X 1.85 X 38.325C09140.9 X 1.35 X 67.29C10141 X 1.35 XI1.35C12141.2 X 1.35 X 23.24C12241.2 X 2.4 X 38.64C13141.3X1.35X11.755C15141.5 X 1.35 X 1122.275工程量计算表共29页第7页序号分部分项工程 名称部位与 规格单位计算式计算结果C18141.8X1.35X12.43C1

19、8181.8 X 1.75 X 618.9200mm填充墙m3(2.42+6.02 X 6+2.92+4+5.52 X 3+9.6+4.3+3.67 X 2+2.8+2.62+3.02+1.6+3.67+3.42 X 3+2.9+11. 24+9.4+4.3 X 3+0.8+4.9+8.12+5.17+6.5+4.32 X 3+4.3+3.3+4.3 X 3) X 0.2X2.2892.395190mm填充墙m3(56.24- 0.12 X2 -0.48- 0.4 X 12-3X2 - 0.5 X 3 -0 .48-0.6+56.24-0.12 X 2 -0.8-0.48- 0.4 X 12-

20、0.6X 2+14.64 X 2 - 0.12 X4 - 0.48 X 3 - 0.4 X 2 - 0.3 X 3 )X 0.19X2.2850.476100mm填充墙m32.7-0.1 + 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 ) X 2+(1.8-0.1)X 2+4.9 -0.2+2.6-0.2+2.6-0.2+2.7-0.1 + 1.9-0. 1+2.3-0.1 + 1.8- 0.10.1 X2.289.223合计92.395+50.476+9.223(12.6+3.24+5.94+4.

21、23+28.2+16.17+28.56)X0.2 -(8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.43+18.9 ) X 0.19 -3.885114.3186阁楼层填充墙m354.321阁楼层 门窗m2C15121.5 X2.1 X39.45C24212.42.1 X630.24200mm填充墙m3 ( 1.8+2.7+1.8-0.28-0.4-0.1) X 2+(11-0.1-0.4-0.6-0.1)X2+( 4.5-0.1-0.1)X 2 X 2+(10.9-0.3- 0.4 X 2+10.9 - 0.2 X 2 - 0.4 X 2+4.32+ (4

22、.42-0.1-0.8) X 2+4.42 -0.3-0.1 X2.8 X 0.263.482合计63.482- (9.45+30.24 ) X 0.2 -1.22354.321工程量计算表共29页第8 页序号分部分项工程 名称部位与 规格单位计算式计算结果四混凝土工程1筏板基础m32.6 X1.72+(3.5+2.6+5+3.3+3)X (2.7+1.8+2.7+3.9)+3.7 X 1.8 - 2.7 X 0.6+ (1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3) X ( 2.7+1.8+2.7+3.9-1.5) +2.6X1.72X2+(3.6+3.

23、6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X (6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6) X7.8+(1.8+2.7+1.8+6+7.8) X 7.29 X 0.6773.5232柱m3273.883KZ10.6 X 0.6 X 4.6+0.05) X 5+(0.6 X 0.2+0.4 X 0.2)X (2.8+4.6) X6+(0.6 X0.2+0.4 X 0.2) X (16.75-0.05- 0.12 X6)20.446KZ20.3 X 0.8 X (16.75+4.6 - 0.09 X 7) X 629.837K

24、Z30.4 X 0.4 X (21.754+4.6 - 0.09 X 7) X 1769.969KZ40.3 X 1.2 X (16.75+4.6 -0.12X7) X214.767KZ50.4 X 0.4 X (16.75+4.6 - 0.09 X X 7) X 619.891KZ60.3 X 0.6 X (21.754+4.6 -0.12 X7) X29.185KZ70.6 X 0.6 X (4.6 - 0.05) X 16+(0.6 X 0.2+0.2 X 0.4) X ( 16.75+0.05- 0.3 X7) X 1656.76KZ80.3 X 0.55 X (16.75+4.6 -

25、0.09 X 7) X 413.675KZ90.6 X 0.6 X (4.6 -0.05)+0.4 X 0.4 X (16.75+0.0 5-0.13 X 6) X28.402KZ100.5 X 0.5 X (4.6 -0.05)+(0.5 X0.2+0.2 X0.3) X ( 16.75+0.05- 0.13 X 6) X311.102KZ110.3 X 1 X (21.754+4.6 -0.13 X 7) XI7.633KZ120.3 X 1.1 X (16.75+4.6 -0.3X7) XI6.353KZ130.3 X 0.75 X (16.75+4.6 - 0.09 X 7) X 14

26、.662KZ140.3 X 0.4 X (21.754 -16.75) X21.201合计273.883工程量计算表共29页第9 页序号分部分项工程 名称部位与 规格单位计算式计算结果3板m3750.717一层板m3262.579LB1m3( 11+0.2 ) X ( 4.5+0.1 ) + (3.3+0.095 ) X (3.6+0.095 ) +3.6 X 6+3.6 X ( 4.5+3.9 )+3.3 X (4.5+7.2)+7.6 X 4.5+7.3 X 6.3+3.7 X 1.75+3.6X4.25+3.3 X4.25+11 X4.5 X0.1238.401LB2m3(3.9+0.0

27、95 ) (3.3+0.095 ) + (4.5+0.095 ) X (3.7+0.19 ) +2.7 X (4.3+0.095 )+ (3.9+0.095 )X(3.3+0.095)+4.5 X3.7+2.7 X(4.3+0.095 ) X0.1210.246LB3m31.8 X ( 4.3+0.095 ) +1.8 X 2.9 X 0.091.182LB4m35 X ( 3.9+0.095 ) +2.7 X 4 X 2X0.138.002LB5m33.5 X (6.6+0.095 ) +3.6 X (7.2+0.095 ) +3.5 X (6.6+0.095 ) X0.139.507LB6

28、m3( 2.3 X 1.75+2.4 X1.75+( 1.9+0.095 ) X(3.3+0.095 ) X0.091.350LB7m3(3.6+0.095 ) X ( 6.9+0.095 ) +14.5 X(6.6+0.095)+7.3 X 6+7.8 X 11+(12.3+0.095) X 7.89+37.49 X193.891(7.8+0.095) X 0.3二层板m372.649LB1m31.8 X1.4+11 X4.5+(3.3+0.095) X(4.25+0.095)+3.6 X 5+3.6 X (4.5+3.9)+4.5 X 10.9+(3.6+0.095) X (4.25+0.

29、095)+(3.3+0.095) X (4.25+0.095) +7.3 X 8.05+4.5 X7 X0.1234.259LB2m3(3.3+0.095 ) X ( 3.9+0.095 ) + (4.3+0.095 ) X2.7+ (4.5+0.095 ) X (3.7+0.095 )X2X0.1210.288工程量计算表共29页第1 0页序号分部分项工程 名称部位与 规格单位计算式计算结果LB3m31.8 X ( 4.3+0.095 ) X 2X0.091.424LB4m35 X ( 3.9+0.095 ) +2.7 X 4 X 2X0.138.002LB5m311 X ( 1.8+0.0

30、95 ) +10.9 X ( 1.8+0.095 ) +0.65 X 1.2+1.75 X 2.3+11 X(1.8+0.095 ) X0.096.044LB6m33.5 X (6.4+0.095 ) + 1.2 X 2.95+3.6 X 7.2+3.5 X (6.6+0.095 ) X0.139.831LB7m33.2 X ( 7.2+0.095 ) X 0.122.801三五 层板m3231.26LB1m311 X4.5+ (3.3+0.095 )X (4.25+0.095 )+3.6 X6+(1.9+0.095) X (3.3+0.095)+3.6 X8.4+4.5 X 10.9+3.6

31、 X (4.25+0.095)+3.3X (4.25+0.095)+7.3 X 8.05+4.5 X 7 X 3X 0.12127.122LB2m3(3.3+0.095 ) X ( 3.9+0.095 ) +2.7 X (4.3+0.095 ) X 2X3X0.1218.309LB3m31.8 X ( 4.3+0.095 ) X 2X3X0.094.272LB4m35 X ( 3.9+0.095 ) +2.7 X 4 X 2X3X0.1324.005LB5m311 X(1.8+0.095)+2.3 X 3.55+0.65 X 1.2+10.9 X ( 1.8+0.095 )+ 11X ( 1.

32、8+0.095 ) X 3X0.0919.248LB6m33.5 X ( 6.6+0.095)+1.2 X 2.95+3.6 X(7.2+0.095 ) +3.5 X ( 6.6+0.095 ) X 3X0.1329.900LB7m33.2 X ( 7.2+0.095 ) X 3X0.122.801工程量计算表共29页第11页序号分部分项工程 名称部位与 规格单位计算式计算结果六层板m385.346LB1m34.5 X11+ ( 3.3+0.095 ) X ( 4.25+0.095 )+3.6 X 6+3.6 X ( 4.5+3.9)+4.5X10.9+(3.6+0.095 ) X ( 4.2

33、5+0.095 ) + (3.3+0.095 )X ( 4.25+0.095 ) +7.3 X8.05+7X4.5 X0.1234.345LB2m3(3.3+0.095 ) X ( 3.9+0.095 ) +2.7 X (4.3+0.095 ) X2X0.126.103LB3m31.8 X ( 4.3+0.095 ) X 2X0.091.424LB4m35 X ( 3.9+0.095 ) +2.7 X 4 X 2X0.138.002LB5m311 X( 1.8+0.095 ) X 2+10.9 X ( 1.8+0.095 ) +2.3X1.75 X0.0922.704LB6m33.5 X (6

34、.6+0.095 ) +3.6 X (7.2+0.095 ) +3.5 X (6.6+0.095 ) +1.2 X2.95 X0.1310.05LB7m33.2 X ( 7.2+0.095 ) X 0.122.801阁楼层 板m374.011LB1m3(3X4.5+3.4 X 4.5+3 X 4.5) X 0.125.076WB1m34 X 4.5 X2+(1.8+0.095)X 11+2.6 X5.1+3.7 X4.2+1.9 X2.8+3.2 X 13.5+7.6 X4.5+4.2 X4.5+3.3 X4.5+4.5 X 4+11X1.8+4.5 X4 X0.1230.950WB2m3(3

35、.3+0.095 )X (3.9+0.095 )+4.5 X (4.3+0.095 ) +3.7 X4.5 X2X0.1211.998工程量计算表共29页第12页序号分部分项工程 名称部位与 规格单位计算式计算结果WB3m3(5X3.9+4X2.7) X 2X0.137.878WB4m33.6 X6.47X2X0.136.056WB5m33.6 X 6.3 X3X0.128.165屋顶板m324.872WB1m3(4X6.3 X 4+3.3 X6.3+4.2 X 6.3) X 0.1217.766WB2m3(3X6.3+3.4 X 6.3+3 X 6.3) X 0.127.1064梁m3一层梁

36、m367.461KL10.2 X 1.4 X ( 3.32+2.4+1.7 )2.078KL20.4 X 0.7 X (5.4+7.2+4+3.9)5.74KL30.2 X0.4 X3.320.266KL50.2 X 0.4 X (7.2+5.4+3.9+6+0.9)1.872KL60.2 X 0.4 X (6+0.9)0.552KL70.2 X0.4 X5.70.456KL80.2 X 0.24 X 3.650.175KL90.4 X0.7 X(7.2+5.4+5.7+1.8)5.628KL100.2 X0.4 X3.650.292KL110.2 X0.8 X(5.7+1.8)1.2KL12

37、0.2 X0.6 X3.650.438KL130.4 X 0.7 X(7.2+5.4+5.7+1.8)5.628KL140.2 X0.4 X30.24KL150.2 X0.4 X (6.6+1.22)0.626KL170.2 X0.4 X6.60.528KL180.2 X0.4 X3.90.312工程量计算表共29页第13页序号分部分项工程 名称部位与 规格单位计算式计算结果KL190.2 X0.4 X2.70.216KL200.2 X0.4 X (5.9+2.9+3.15)0.956KL210.2 X0.4 X3.650.292KL220.2 X0.6 X (3.9+0.3)0.504KL2

38、40.2 X0.4 X (6+1.22)0.578KL250.2 X0.4 X (6+1.22+3.9)0.890KL260.2 X0.4 X3.30.264KL270.2 X0.4 X (3.3+3.9)0.576KL290.4 X 0.7 X (3.1+6.69)2.741KL300.2 X 1.4 X (3.1+3)1.708KL310.2 X 1.4 X (3+2.7+2.8+3.6+3)4.228KL320.2 X0.4 X(3.1+3.4+2.4+3.4)+0.2 X 1.4 X (3.4 +2.4)2.608KL330.2 X 1.4 X(3+3.4+2.1+3.9+1.2)3.

39、808KL340.2 X0.4 X3.10.248KL350.2 X0.4 X (3+2.7+2.8+3.6)0.968KL360.2 X0.4 X3.10.248KL370.2 X0.4 x(3.6+2.6+3.6+3.1)1.032KL380.2 X0.4 X (3.1+3)0.488KL390.2 X0.4 X(3.1+3.4+2.4+3.4)0.984KL400.2 X0.4 X2.70.216KL410.2 X0.4 X30.24KL420.2 X0.4 X3.70.296KL430.2 X0.4 X(1.3+1.2)0.2KL440.2 X0.4 X (2.7+0.6)0.264K

40、L450.2 X0.4 X2.70.216KL460.2 X0.4 X(1.3+2.6+2+3+3)1.176KL470.2 X0.4 X(1.3+2.6+2+3+3)0.952KL480.2 X 0.4 X (2+2+2)0.48KL490.2 X 0.4 X (2.7+4.4+2+ 2.9+2.7)1.176工程量计算表共29页第14页序号分部分项工程 名称部位与 规格单位计算式计算结果L10.2 X0.3 x(1.6+1.6)0.192L20.2 X0.3 X (1.55+1.55)0.186L30.2 X0.3 X (2.4+2.4+2.4)0.438WKL10.4 X 0.7 X (

41、5.7+5.4+7.2)5.124WKL20.4 X 0.7 X (6. 7+6.4+7.1+7.29)7.697WKL30.2 X0.4 X30.24WKL40.2 X0.4 X2.10.1688XL10.2 X0.4 X0.60.048二层梁m332.441KL10.2 X .04 X (3.3+3.9)0.576KL20.2 X0.8 X3.90.624KL30.2 X0.4 X3.30.264KL40.2 X0.4 X(1.2+2.1+1.2)0.360KL50.2 X0.4 X(6+0.9+3.9+1.2)0.960KL60.2 X0.5 X ( 6+0.9 )0.690KL70.2

42、 X0.6 X(3.9+1.2)0.612KL80.2 X0.4 X3.650.292KL90.2 X0.4 X(3.9+1.2)0.408KL100.2 X0.4 X3.650.292KL110.2 X0.8 X (5.7+1.15)1.096KL120.2 X0.6 X3.650.438KL130.2 X0.6 X( 5.7+1.2)0.828KL140.2 X0.4 X3.650.292KL150.2 X0.6 X3.90.468KL160.2 X0.5 X (6.6+1.22)0.782KL170.2 X0.4 X (6.6+1.22+3.9)0.938KL180.2 X0.4 X6.

43、60.528KL190.2 X0.4 X3.90.312工程量计算表共29页第15页序号分部分项工程 名称部位与 规格单位计算式计算结果KL200.2 X0.4 X2.70.216KL210.2 X0.5 X (3+3.85)0.685KL220.2 X0.4 X3.650.292KL230.2 X0.6 X(4.5+1.2)0.684KL240.2 X0.4 X3.650.292KL250.2 X0.5 X (6+1.22)0.722KL260.2 X0.4 X (6+1.22+3.9)0.890KL270.2 X0.4 X(1.2+3.9+2.1)0.576KL280.2 X0.4 X3.30.264KL290.2 X0.8 X3.90.624KL300.2 X0.4 X(3.3+2.1)0.432KL310.2 X0.4 X(7.1+6.4)1.080KL320.2 X0.4 X (3.1+3)0.488KL330.