工程量計算書模板

1、工程量計算書 編 制 人： 審 核 人： 許 茜 編制日期： 工程量計算表 共 29 頁 第 1 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果一土石方工程1人工挖土方底部面積m (56.24+0.0)(14.64+0.6)1929.464頂部面積m（56.84+2.05）（15.24+2.05）1018.208總挖方量m1/32.05（866.242+1018.208+）1929.4642平整場地10m（56.24+4）（12.24+4）97.830二基礎(chǔ)工程1基礎(chǔ)墊層m(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

2、+(3.7+1.6)1.8+(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)(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)0.1154.4582筏板基礎(chǔ)m2.61.72+（3.5+2.6+5+3.3+3）（2.7+1.8+2.7+3.9）+3.71.

3、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）（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）7.290.6773.523三砌筑工程1地下室填充墻m 152.930地下室門窗M1020123162GC06050.650.5123.9GC08050.80.562.4工程量計算表 共 29 頁 第 2 頁序號分部

4、分項工程名稱部位與規(guī)格單位計算式計算結(jié)果GC09050.90.541.8GC12051.20.521.2GC15051.50.553.75GC18051.80.510.9240mm填充墻m（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）0.244.392.609190mm填充墻m（56-6-0.482-0.413-0.5+14.4-1.5-1.8-2.7-0.1-0.4

5、-0.48+6.6-0.48-0.4-0.3）0.190.636.725200mm填充墻m（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.086+3.676+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）3.970.261.35100mm填充墻m（2.55+3.68+4.259+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）0.11.9212.618合計152.9302一層填充墻m110.602一層門窗FDM102112.1612.6FM丙11181.

6、11.835.94FM丙06180.61.833.24FM乙102112.136.3LM18421.82.354.23工程量計算表 共 29 頁 第 3 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56M18221.82.2311.88C09150.91.4567.83C101511.451.45C12151.21.4523.48C13151.31.451.885C15151.51.451123.925C15191.51.8538.325C18151.81.452.61C18191.8

7、1.85619.98190mm填充墻m（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）0.192.2850.476200mm填充墻m（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）0.22.2892.395100mm填充墻m2.7-0.

8、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）0.12.289.223合計9.223+110.6023二層填充墻m118.386二層門窗工程量計算表 共 29 頁 第 4 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果FDM102112.1612.6FM丙06180.61.833.24FM丙11181.11.835.94LM24242.42.35528.2LM18

9、241.82.3514.23M07210.72.11116.17M09210.82.11728.56C09150.91.4567.83C101511.4511.45C12151.21.4523.48C13151.31.4511.885C15151.51.451123.925C15191.51.8538.325C18151.81.4512.61C18191.81.85619.98C12111.21.0533.78200mm填充墻m（2042+6.026+2.9245.523+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

10、+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33）0.22.2892.395190mm填充墻m（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）0.192.2850.476100mm填充墻m2.7-0.1+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

11、+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.10.12.289.223工程量計算表 共 29 頁 第 5 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果合計9.223+50.476+92.395-（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）0.19118.3864三五層填充墻m342.561三五層門窗FDM102112.16337.8FM丙06180.61.8339.72FM丙11181.11.83317.82LM18241.82.

12、351312.69LM24242.42.355384.6M07210.72.111348.51M09210.82.117385.68C09150.91.56323.49C101511.45134.35C12151.21.455326.1C13151.31.45135.655C15151.51.4511371.775C15191.51.853324.975C18151.81.45137.83C18191.81.856359.94200mm填充墻m（2.4+2+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.

13、24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33）0.22.283277.185工程量計算表 共 29 頁 第 6 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果190mm填充墻m（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）0.192.283151.428100mm填充墻m0.12.28327.669合計342.5615六層填充墻m114.318六層門窗FDM102112.16

14、12.6FM丙06180.61.833.24FM丙11181.11.835.94LM18241.82.3514.23LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56C15191.51.8538.325C09140.91.3567.29C101411.3511.35C12141.21.3523.24C12241.22.438.64C13141.31.3511.755C15141.51.351122.275工程量計算表 共 29 頁 第 7 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果C18141.81.3512.43C18181.

15、81.75618.9200mm填充墻m（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)0.22.2892.395190mm填充墻m（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）0.192.2850.476100mm填充墻m2.7-0.

16、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+1.9-0.1+2.3-0.1+1.8-0.10.12.289.223合計114.3186閣樓層填充墻m54.321閣樓層門窗C15121.52.139.45C2421630.24200mm填充墻m（1.8+2.7+1.8-0.28-0.4-0.1）2+（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

17、.22-0.42+4.32+（4.42-0.1-0.8）2+4.42-0.3-0.12.80.263.482合計54.321工程量計算表 共 29 頁 第 8 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果四混凝土工程1筏板基礎(chǔ)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+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.

18、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)7.290.6773.5232柱m273.883KZ10.60.64.6+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)20.446KZ20.30.8(16.75+4.6-0.097)629.837KZ30.40.4(21.754+4.6-0.097)1769.969KZ40.31.2(16.75+4.6-0.127）214.767KZ50.40.4(16.75+4.6-0.097)619.891

19、KZ60.30.6(21.754+4.6-0.127）29.185KZ70.60.6(4.6-0.05)16+(0.60.2+0.20.4）（16.75+0.05-0.37）1656.76KZ80.30.55(16.75+4.6-0.097)413.675KZ90.60.6(4.6-0.05)+0.40.4(16.75+0.05-0.136)28.402KZ100.50.5(4.6-0.05)+(0.50.2+0.20.3）（16.75+0.05-0.136）311.102KZ110.31(21.754+4.6-0.137)17.633KZ120.31.1(16.75+4.6-0.37)16.

20、353KZ1397)14.662KZ140.30.4(21.754-16.75)21.201合計273.883工程量計算表 共 29 頁 第 9 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果3板m750.717一層板m262.579LB1m（11+0.2）（4.5+0.1）+（3.3+0.095）（3.6+0.095）+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+114.50.1238.401LB2m（3.9+0.095）（3.3+0.095）+（4.5+0.095）（3.7+0.19）+2.7

21、（4.3+0.095）+（3.9+0.095）（3.3+0.095）+4.53.7+2.7（4.3+0.095）0.1210.246LB3m1.8（4.3+0.095）+1.82.90.091.182LB4m5（3.9+0.095）+2.7420.138.002LB5m3.5（6.6+0.095）+3.6（7.2+0.095）+3.5（6.6+0.095）0.139.507LB6m（2.31.75+2.41.75+（1.9+0.095）（3.3+0.095）0.091.350LB7m（3.6+0.095）（6.9+0.095）+14.5（6.6+0.095）+7.36+7.811+(12.3+

22、0.095)7.89+37.49(7.8+0.095)0.3193.891二層板m72.649LB1m1.81.4+114.5+（3.3+0.095）（4.25+0.095）+3.65+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+4.570.1234.259LB2m（3.3+0.095）（3.9+0.095）+（4.3+0.095）2.7+（4.5+0.095）（3.7+0.095）20.1210.288工程量計算表 共 29 頁 第 1 0頁序號分部分項工程名稱部位與規(guī)格單位計算式計

23、算結(jié)果LB3m1.8（4.3+0.095）20.091.424LB4m5（3.9+0.095）+2.7420.138.002LB5m11（1.8+0.095）+10.9（1.8+0.095）+0.651.2+1.752.3+11（1.8+0.095）0.096.044LB6m3.5（6.4+0.095）+1.22.95+3.67.2+3.5（6.6+0.095）0.139.831LB7m3.2（7.2+0.095）0.122.801三五層板m231.26LB1m114.5+（3.3+0.095）（4.25+0.095）+3.66+（1.9+0.095）（3.3+0.095）+3.68.4+4.

24、510.9+3.6(4.25+0.095)+3.3(4.25+0.095)+7.38.05+4.5730.12127.122LB2m（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）230.1218.309LB3m1.8（4.3+0.095）230.094.272LB4m5（3.9+0.095）+2.74230.1324.005LB5m11（1.8+0.095）+2.33.55+0.651.2+10.9（1.8+0.095）+11（1.8+0.095）30.0919.248LB6m3.5（6.6+0.095）+1.22.95+3.6（7.2+0.095）+3.5（6.6

25、+0.095）30.1329.900LB7m3.2（7.2+0.095）30.122.801工程量計算表 共 29 頁 第 11 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果六層板m85.346LB1m4.511+（3.3+0.095）（4.25+0.095）+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+74.50.1234.345LB2m（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）20.126.103LB3m1.8（4.3+0.095）2

26、0.091.424LB4m5（3.9+0.095）+2.7420.138.002LB5m11（1.8+0.095）2+10.9（1.8+0.095）+2.31.750.0922.704LB6m3.5（6.6+0.095）+3.6（7.2+0.095）+3.5（6.6+0.095）+1.22.950.1310.05LB7m3.2（7.2+0.095）0.122.801閣樓層板m74.011LB1m（34.5+3.44.5+34.5）0.125.076WB1m44.52+（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+

27、4.54+111.8+4.540.1230.950WB2m（3.3+0.095）（3.9+0.095）+4.5（4.3+0.095）+3.74.520.1211.998工程量計算表 共 29 頁 第 12 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果WB3m（53.9+42.7）20.137.878WB4m3.66.4720.136.056WB5m3.66.330.128.165屋頂板m24.872WB1m（46.34+3.36.3+4.26.3）0.1217.766WB2m（36.3+3.46.3+36.3）0.127.1064梁m一層梁m67.461KL10.21.4（3.32+2.

28、4+1.7）2.078KL20.40.7(5.4+7.2+4+3.9)5.74KL30.20.43.320.266KL50.20.4(7.2+5.4+3.9+6+0.9)1.872KL60.20.4(6+0.9)0.552KL70.20.45.70.456KL80.20.243.650.175KL90.40.7(7.2+5.4+5.7+1.8)5.628KL100.20.43.650.292KL110.20.8(5.7+1.8)1.2KL120.20.63.650.438KL130.40.7(7.2+5.4+5.7+1.8)5.628KL140.20.430.24KL150.20.4(6.6+

29、1.22)0.626KL170.20.46.60.528KL180.20.43.90.312工程量計算表 共 29 頁 第 13 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果KL190.20.42.70.216KL200.20.4(5.9+2.9+3.15)0.956KL210.20.43.650.292KL220.20.6(3.9+0.3)0.504KL240.20.4(6+1.22)0.578KL250.20.4(6+1.22+3.9)0.890KL260.20.43.30.264KL270.20.4(3.3+3.9)0.576KL290.40.7(3.1+6.69)2.741KL3

30、00.21.4(3.1+3)1.708KL310.21.4(3+2.7+2.8+3.6+3)4.228KL320.20.4(3.1+3.4+2.4+3.4)+0.21.4(3.4+2.4)2.608KL330.21.4(3+3.4+2.1+3.9+1.2)3.808KL340.20.43.10.248KL350.20.4(3+2.7+2.8+3.6)0.968KL36 0.20.43.10.248KL370.20.4(3.6+2.6+3.6+3.1)1.032KL380.20.4(3.1+3)0.488KL390.20.4(3.1+3.4+2.4+3.4)0.984KL400.20.42.70

31、.216KL410.20.430.24KL420.20.43.70.296KL430.20.4(1.3+1.2)0.2KL440.20.4(2.7+0.6)0.264KL450.20.42.70.216KL460.20.4(1.3+2.6+2+3+3)1.176KL470.20.4(1.3+2.6+2+3+3)0.952KL480.20.4(2+2+2)0.48KL490.20.4(2.7+4.4+2+2.9+2.7)1.176工程量計算表 共 29 頁 第 14 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果L10.20.3(1.6+1.6)0.192L20.20.3(1.55+1.55

32、)0.186L30.20.3(2.4+2.4+2.4)0.438WKL10.40.7(5.7+5.4+7.2)5.124WKL20.40.7(6.7+6.4+7.1+7.29)7.697WKL30.20.430.24WKL40.20.42.10.1688XL10.20.40.60.048二層梁m32.441KL10.2.04(3.3+3.9)0.576KL20.20.83.90.624KL30.20.43.30.264KL40.20.4(1.2+2.1+1.2)0.360KL50.20.4(6+0.9+3.9+1.2)0.960KL60.20.5（6+0.9）0.690KL70.20.6(3.

33、9+1.2)0.612KL80.20.43.650.292KL90.20.4(3.9+1.2)0.408KL100.20.43.650.292KL110.20.8(5.7+1.15)1.096KL120.20.63.650.438KL130.20.6(5.7+1.2)0.828KL140.20.43.650.292KL150.20.63.90.468KL160.20.5(6.6+1.22)0.782KL170.20.4(6.6+1.22+3.9)0.938KL180.20.46.60.528KL190.20.43.90.312工程量計算表 共 29 頁 第 15 頁序號分部分項工程名稱部位與規(guī)

34、格單位計算式計算結(jié)果KL200.20.42.70.216KL210.20.5(3+3.85)0.685KL220.20.43.650.292KL230.20.6(4.5+1.2)0.684KL240.20.43.650.292KL250.20.5(6+1.22)0.722KL260.20.4(6+1.22+3.9)0.890KL270.20.4(1.2+3.9+2.1)0.576KL280.20.43.30.264KL290.20.83.90.624KL300.20.4(3.3+2.1)0.432KL310.20.4(7.1+6.4)1.080KL320.20.4(3.1+3)0.488KL3

35、30.20.4(3+2.7+2.8+3.6)0.968KL340.20.4(3.4+6.4)0.784KL350.20.4(3.4+2.4+3.4)0.736KL360.20.430.240KL370.20.4(3+2.7+2.8+3.6)0.968KL380.20.43.10.248KL390.20.4(3.4+2.4+3.4+3.7)1.032KL400.20.4(3.1+3)0.488KL410.20.4(3.7+3.4+2.4+3.4)1.032KL420.20.42.70.216KL430.20.430.240KL440.20.42.70.216KL450.20.41.20.096K

36、L460.20.4(2.7+0.6)0.264KL470.20.42.70.216KL480.20.4(4.4+2.7)0.568工程量計算表 共 29 頁 第 16 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果KL490.20.4(2.7+2.9)0.448KL500.20.4(3+3)0.480KL510.20.4(2.6+1.3)0.312KL520.20.4（2.9+2.7)0.448KL530.20.4(4.4+2.7)0.568WKL10.20.430.240WKL20.20.42.10.168WKL30.20.4230.480L10.20.31.220.144L20.20.

37、31.1520.138L30.20.4(3.6+2.8+2.7)0.728L40.20.3230.360L50.20.4230.480L60.20.40.60.048XL10.20.43.10.248三五層梁m91.965KL10.20.4(3.3+3.9)0.576KL20.20.83.90.624KL30.20.43.30.264KL40.20.4(2.1+3.9+1.2)0.576KL50.20.5(6+3.9)0.990KL60.20.560.600KL70.20.63.90.468KL80.20.43.650.292KL90.20.4(3.9+0.6)0.360KL100.20.43.650.292KL110.20.8(5.7+1.2)1.104KL120.20.63.650.438工程量計算表 共 29 頁 第17 頁序號分部分項工程名稱部位與規(guī)格單位計算式計算結(jié)果KL130.20.6(5.7+1.2)0.828KL140.20.43.650.292KL150.20.63.90.468KL