表格模板-6温州大学工程量计算表 精品.xls

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1、温州大学E区7号楼工程量手工计算表(电子版） 工工 程程 量量 计计 算算 表表序号定额编号项目名称工程量计算式工程量单位1 1-15 平整场地S=(50.4+4+0.24)*(7.34+4)+(43.2+1.22+1.3+4)*(1.5+2)-(43.2+1.22+1.3+4)*2+(43.2+1.22+4)*(3.2+2)-(43.2+1.22+4)*2=849.14849.14 m2 1-1挖土方（主梁） JL-8(7)V=(0.24+2*0.4)*0.8*50.4=41.9341.93 m3 1-1JL-7(7)V=(0.3+2*0.4)*0.8*27.97=24.6124.61 m4

2、 1-1JL-6(9)V=(0.24+2*0.240*0.8*50.4=41.9341.93 m5 1-1JL-26(2B)V=（0.24+2*0.4）*0.55*7.54=4.314.31 m6 1-1JL-21(1)V=(0.24+2*0.3)*0.55*2.5=1.161.16 m7 1-1JL-1(2)V=90.24+2*0.4)*0.75*11.8=9.209.20 m8 1-1DL-3(2)V=(0.24+2*0.4)*0.75*6.83=5.335.33 m9 1-1JL-15(3)V=(0.3+2*0.4)*0.75*10.57=8.728.72 m10 1-1JL-4(2)V

3、=(0.24+2*0.4)*0.75*7.43=5.85.8 m11 1-1JL-4(2)V=(0.24+2*0.4)*0.75*7.43=5.85.8 m12 1-1JL-4(2)V=(0.24+2*0.4)*0.75*7.43=5.85.8 m13 1-1JL-4(2)V=(0.24+2*0.4)*0.75*7.43=5.85.8 m14 1-1JL-4(2)V=(0.24+2*0.4)*0.75*7.43=5.85.8 m15 1-1JL-4(2)V=(0.24+2*0.4)*0.75*7.43=5.85.8 m16 1-1JL-41(2)V=(0.24+2*0.4)*0.75*11.8

4、=9.209.2 m17 1-1JL-2(2)V=(0.24+0.4*2)*0.65*10.31=6.976.97 m18 1-1JL-13(3)V=(0.3+0.4*2)*0.75*12.75=10.5210.52 m19 1-1JL-11(1)V=(0.3+0.4*2)*0.75*6.2=5.125.12 m20 1-1JL-5(2)V=(0.24+0.4*2)*0.65*10.15=6.866.86 m21 1-1挖土方（主梁）L-7(1)V=(0.24+0.4*2)*3.6*0.45=1.681.68 m22 1-1L-6(1)V=（0.24+0.4*2）*3.6*0.45*3=5.0

5、55.05 m编制人：胡杰 第 1 页温州大学E区7号楼工程量手工计算表(电子版）23 1-1L-8(1)V=（0.24+0.4*2)*1.22*0.3*2=0.760.76 m24 1-1L-5(1)V=(0.24+0.4*2)*0.45*3.6=1.681.68 m25 1-1L-17(2B）V=(0.24+0.4*2)*9.04*0.55*2=10.3410.34 m26 1-1L-18(1A)V=(0.24+0.4*2)*4.3*0.55=2.462.46 m27 1-1L-1(1)V=(0.24+0.4*2)*1.5*0.3=0.470.47 m28 1-1L-4(1)V=(0.24

6、+0.4*2)*0.45*4.7=2.202.20m29 1-1L-2(2)V=(0.24+0.4*2)*0.65*11.8*2=15.9615.96 m30 1-1L-3(2)V=(0.24+0.4*2)*0.65*11.8*2=15.9615.96 m31 1-1L-13(1)V=(0.24+0.4*2)*0.55*7.2=4.124.12 m32 1-1L-8(1)V=(0.24+0.4*2)*3*0.3=0.940.94 m33 1-1L-7(1)V=(0.24+0.4*2)*0.55*4.2=2.402.4 m34 1-1基础梁挖土体积V=41.93+24.61+41.93+4.31

7、+1.16+9.20+5.33+2.72+5.8*5+9.20+6.97+10.52+5.12+6.86+1.68+5.05+0.76+1.68+10.34+2.46+0.47+2.20+15.96+15.96+4.12+0.94+2.40=272.24272.24 m35 1-1后浇带挖土 (1)V=(0.4*4+1)+91+0.4*2）*0.15*3*（3.6*0.24）/2=3.843.84 m36 1-1后浇带挖土（2）V=(0.4*4+1)+91+0.4*2）*0.15*3*（3.6*0.24）/2=3.843.84 m37 1-1后浇带挖土体积V=3.84*2=7.687.68 m

8、38 1-1承台挖土J1V=(1.1+0.25*2)*（2.25-0.85)=3.583.58 m39 1-1J1V=(1.1+0.25*2)*（2.25-0.85)=3.583.58 m40 1-1J1V=(1.1+0.25*2)*（2.25-0.85)=3.583.58 m41 1-1Jc1aV=(1.1+0.25*2)*（2.25-0.85)=3.583.58 m42 1-1Jc1aV=(1.1+0.25*2)*（2.25-0.85)=3.593.58 m43 1-1Jc1aV=(1.1+0.25*2)*（2.25-0.85)=3.603.58 m44 1-1Jc1aV=(1.1+0.2

9、5*2)*（2.25-0.85)=3.613.58 m45 1-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m46 1-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m编制人：胡杰 第 2 页温州大学E区7号楼工程量手工计算表(电子版）47 1-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m48 1-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m49 1-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m50 1

10、-1Jc1bV=(1.2+0.25*2)*（2.25-0.85)=4.054.05 m51 1-1Jc3aV=(0.636+0.5)+(3.472+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)=13.7613.76 m52 1-1Jc3aV=(0.636+0.5)+(3.472+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)=13.7613.76 m53 1-1Jc3aV=(0.636+0.5)+(3.47

11、2+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)=13.7613.76 m54 1-1Jc3aV=(0.636+0.5)+(3.472+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)=13.7613.76 m55 1-1Jc3aV=(0.636+0.5)+(3.472+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)

12、=13.7613.76 m56 1-1Jc3aV=(0.636+0.5)+(3.472+0.5)*(2.455+0.25)/2+(2.836+0.5)+(3.472+0.5)*(0.55+0.25)/2)*(2.25-0.85)=13.7613.76 m57 1-1Jc-2aV=(1.1+0.25*2)*(3.55+0.25*2)*92.25-0.85)=9.079.07 m58 1-1Jc-2aV=(1.1+0.25*2)*(3.55+0.25*2)*92.25-0.85)=9.079.07 m59 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)

13、=8.518.51 m60 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m61 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m62 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m63 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m64 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)

14、=8.518.51 m65 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m编制人：胡杰 第 3 页温州大学E区7号楼工程量手工计算表(电子版）66 1-1Jc2aV=(1.1+0.25*2)*(3.6+0.25*2)*(2.25-0.85)=8.518.51 m67 1-1承台挖土体积V=3.58*3+3.58*4+4.05*4+13.76*6+9.07*2+8.51*8=218.14218.14 m68 1-1土方开挖总计V=272.24+218.14+7.68=498.06498.06 m692-21桩PHC-A600(1

15、10)-7C80V=*0.3*（47+0.5）=13.313.3 m702-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m712-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m722-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m732-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m742-21桩PHC-A550(100)-7C80V=*（0

16、.55/2）*（47+0.05）=11.1711.17 m752-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m762-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m772-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m782-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m792-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m编制人：胡杰 第 4 页温州大学E区7号楼工程量手工计算表(电子版）802-21桩PHC-A550(100)-7C80V=*（0.55/2）*（47+0.05）=11.1711.17 m812-21桩PHC-A600(110)-12 C80V=*0.3*（54+0.05）=15.2715.27 m822-21桩PHC-A550(100)-12 C80