工程量计算底稿

1、(三）工程量计算底稿1、分部分项工程量计算底稿表17 分部分项工程量计算表项目编码项目名称、特征工程量计算式单位工程量010101001001平整场地三类土工程量是按建筑物外墙外边线每边各加2m，以m²计算。S=（12.44+2×2）×（48+2×2）=854.88(办公室部分)S=(48+2x2) ×(54.44+2×2)=3038.88(厂房部分)总面积S=3038.88+854.88=3893.76m²3893.76010101003001挖基础土方【三类土;基坑;挖土深度2M内;弃土运距5KM】工程量按基础垫层每边各

2、加一定工作面为底面积乘以挖土深度计算。（C=200mm）厂房部分：J-1，V1=（48+2×2）×（0.35+1.259+2×2）×2.05=597.9194J-2，V2=（48+2×2）×（0.35+1.259+2×2）×2.05=597.9194J-3，V3=（54.44+2×2）×（0.35+1.259+2×2）×2.05=671.969J-4,V4=（54.44+2×2）×（0.35+1.259+2×2）×2.05=671.96

3、9办公楼部分：J-5，V5=（10.04+2×2）×（0.5+2×2）×2.05=129.519J-6，V6=（10.04+2×2）×（0.5+2×2）×2.05=129.519J-7,V7=（44.0+2×2）×（0.5+2×2）×2.05=442.8V=V1+V2+V3+.V6=3241.6148m³3241.6148 010103001001土(石)方回填【三类土，运输距离5KM】基础回填土体积=挖土体积-设计室外地坪以下埋设体积1: （48+2×2

4、）×（0.35+1.259+2×2）×2.05-48×（0.35+1.259）×2=443.45542: （48+2×2）×（0.35+1.259+2×2）×2.05-48×（0.35+1.259）×2=443.45543:（54.44+2×2）×（0.35+1.259+2×2）×2.05-54.44×（0.35+1.259）×2=496.7814:（54.44+2×2）×（0.35+1.259+2

5、5;2）×2.05-54.44×（0.35+1.259）×2=496.7815:（10.04+2×2）×（0.5+2×2）×2.05-10.04×0.5×2=119.4796:（10.04+2×2）×（0.5+2×2）×2.05-10.04×0.5×2=119.4797:（44.0+2×2）×（0.5+2×2）×2.05-44.0×0.5×2=398.8V=V1+.+V7=2398.75

6、m³14.25 010401002001现浇独立基础【C15砼垫层;C30非泵送商品砼】J-1: 0.24×0.24+（0.48×0.96）=0.5184 0.5184×10=5.184 V1=5.184×10.05=52.0992 J-2: 0.24×0.24+（0.48×0.96）=0.5184 2×0.5184×10=5.184V2=5.184×10.05=52.0992J-3: 0.48×0.96=0.4608 0.4608×4=1.8432V3=1.8432

7、5;10.05=18.52416J-4：0.48×0.96=0.4608 0.4608×6=2.7648V4=2.7648×10.05=27.78624J-5：0.24×0.24+（0.48×0.96）=0.5184 m³0.5184×2=1.0368 V5=1.0368×10.05=10.41984J-6: 0.24×0.24+（0.48×0.96）=0.5184 m³0.5184×2=1.0368 V6=1.0368×10.05=10.41984J-7: 0.2

8、4×0.24+（0.48×0.96）=0.5184 m³0.5184×2=1.0368 V7=1.0368×10.05=10.41984J-8: 0.24 ×0.24=0.0576m³ 0.0576×5=0.2884 V8=0.288×10.05=2.8944m³176.76010402001001现浇矩形柱【办公楼部分】工程量按图示尺寸以体积计算第一层Kz1:S1=0.25×0.2=0.5 KZ2: S 2=0.25×2=0.5 KZ3: S 3=0.25×2=0

9、.5 KZ4: S 4=0.25×4=1KZ5: S 5=0.25×2=0.5KZ6: S 6=0.25×2=0.5KZ7: S 7=0.25×3=0.75 m³KZ8:S8=0.25×1=0.25 m³S=S1+S9=（0.5+0.5+0.5+1+0.5+0.5+0.75+0.25）=4.5V=S*H=16第二层Kz1:S1=0.25×0.2=0.5 KZ2: S 2=0.25×2=0.5 KZ3: S 3=0.25×2=0.5 KZ4: S 4=0.25×4=1KZ5: S 5=0

10、.25×2=0.5KZ6: S 6=0.25×2=0.5KZ7: S 7=0.25×3=0.75 m³KZ8:S8=0.25×1=0.25 m³S=S1+S9=（0.5+0.5+0.5+1+0.5+0.5+0.75+0.25）=4.5V=S*H=16第三层Kz1:S1=0.25×0.2=0.5 KZ2: S 2=0.25×2=0.5 KZ3: S 3=0.25×2=0.5 KZ4: S 4=0.25×4=1KZ5: S 5=0.25×2=0.5KZ6: S 6=0.25×2=

11、0.5KZ7: S 7=0.25×3=0.75 m³KZ8:S8=0.25×1=0.25 m³S=S1+S9=（0.5+0.5+0.5+1+0.5+0.5+0.75+0.25）=4.5V=S*H=16往下m³222.14090304001001 空心砖墙，砌块墙第一层 层高：3.367m 墙厚：240mm办公楼部分呈现中心对称L=55.28总长L=110.56S=110.56*0.24=26.5344V 1=26.53444*3.67=97.4内墙：V2=（6-0.48）*0.25*3.67+（3.6-0.48）*0.24*3.67+（9.6-

12、0.36*2-0.24）*0.24*3.67*3）*2+0.24*3.67*（3.6+6.0+0.36*2）=93.9总量V=V1+V2=191.3二层 层高h=3.6外墙L=110.56S=110.56*0.24=26.5344V1=Sh=26.5344*3.6=95.6内墙S=（6-0.48）*0.25+（3.6-0.48）*0.24+（9.6-0.36*2-0.24）*0.24*3）*2+0.24*（3.6+6.0-0.36*2）=18.8304 V2=18.8304*3.6=163.4三层 层高h=3.63外墙L=110.56S=110.56*0.24=26.5344V1=Sh=26.

13、5344*3.63=96.4内墙S=（6-0.48）*0.25+（3.6-0.48）*0.24+（9.6-0.36*2-0.24）*0.24*30*2+0.24*（3.6+6-0.36*2）=18.8304V2=18.8304*3.63=68.4V=96.4+68.4=164.8门窗占去的体积S1=2.4*4+11.6*2+4*6+8.12*2+12.18*2+3.3*2+2.64*2=109.24V1=109.24*0.24=26.3V总=26.3*3=78.9这样办公混凝土用量V，=191.3+183.4+164.8-78.9=460.6加上屋顶层高：11.1-3.633.6-3.67=0

14、.2L=9.6*2+（48.48-0.24*2-2*2）+（6+6）+（8+3.3+4.7+8*2+6）+（9.6+2.4）/2*4=137.2Sl=137.2*0.24=32.928Vl=32.928*0.2=6.5856说以确定用量Vv=6.5856+460.6=467.2010403005001现浇过梁【梁底支模高度5米内;C30非泵送商品砼；直形单梁】工程量按图示尺寸以体积计算 过梁一：洞口宽度1000V=0m³过梁二：1000洞口宽度2100V=1.5+0.5×0.15×0.24(墙宽)×2+1.2+0.5×0.15×0.2

15、4×2+1.2+0.5×0.15×0.24×24+2.0+0.5×0.18×0.24×18+0.8+0.5×0.12×0.24×8+1.5+0.5×0.15×0.24×2+1.8+0.5×0.18×0.24×6=15.55m³过梁三：2100洞口宽度3100 m³V=4.2+0.5×0.24×0.3×32+4.2+0.50.24×0.3×0.24×38+4.

16、2+0.5×0.3×0.24×2+2.8+0.5×0.24×0.3×6+4.2+0.5×0.24×0.3×2+4.2+0.5×0.24×0.3×4+4.0+0.5×0.24×0.3×4=18.288 m³V=0+15.55+18.288=33.838m³m³22.91现浇楼板工程量按图示尺寸以体积计算H=0.15S=9.6*（48.48-2.24*2）+2.4*8.0*2=460.8V=460.8*0.15=69.1

17、2V总=69.12*3=207.36m³9.43现浇梁工程量按图示尺寸以体积计算一层KL-1：V=（0.25*0.85*（12.44-0.44-2.4）*2=4.08 m³KL-2：V= （0.25*0.85*（12.44-0.44）*4=10.2 m³KL-3：V=（0.25*0.85*（12.44-0.44-2.4）*3=4.896KL-4：V=0.25*0.5*48=6 m³KL-5：V=0.25*0.5*6*2=1.5 m³KL-6：V=0.25*0.5*（3.3+4.7+4.7+3.3）=2L-1：V=0.25*0.4*3.6*2=0

18、.72 m³L-2：V=0.50.6×6.0*2=1.5 m³L-3：V=0.25*0.4*3.3*2=0.66L-4：V=0.25*0.7*（2.75+2.5+2.75）*2=2.8V总=34.356二层KL1：V=0.25*0.9*（3.6+6.0）*2=4.32KL2：V=0.25*0.75*（3.6+6.0）*2=3.6KL3：V=0.25*0.75*（12.44-0.44）*2=4.5KL4：V=0.25*0.75*（3.6+6.0）*2=3.6KL5：V=0.25*0.75*（3.6+6.0）*1=1.8KL6：v =0.3*0.77*48=11.08

19、8KL7:V =0.3*0.77*48=11.088L1:V=0.25*0.75*(3.6+6.0)*2=3.6L2:v=0.25*0.75*(3.6+6.0)*4=7.2L3：V=0.25*0.4*（3.0+3.0）*2=1.2L4：V=0.25*0.4*3.3*2=0.66L5：V=0.25*0.77.（2.7+2.6+2.7）*2=3.08V总=55.736三层KL1：V=0.25*0.75*（3.6+6.0）*2=3.6KL2：V=0.25*0.75*（3.6+6.0+2.4）*2=4.5KL3：V=0.25*0.75*（3.6+6.0+2.4）*2=4.5KL4：V=0.25*0.7

20、5*（3.6+6.0+2.4）*2=4.5KL5：V=0.25*0.75*（3.6+6.0+2.4）*1=2.25KL6：V=0.3*0.77*48*1=11.088KL7：V=0.3*0.77*48*1=11.088L1：V=0.25*0.75*（3.6+6.0）*2=3.6L2：V=0.25*0.75*（3.6+6.0+2.4）*4=9L3：V=0.25*0.75*（3.6+6.0+2.4）*2=4.5L4：V=0.25*0.4*（3.0+3.0）*2=1.2L5：V=0.25*0.4.3.3*2=0.66L6 ：V=0.25*0.77*（48-6.0*2）*1=6.93V总=62.916

21、屋顶梁WKL1：V=0.25*0.75*9.6*2=3.6WKL2：V=0.25*0.75*（9.6+2.4）*1=2.25WKL3：V=0.25*0.75*（9.6+2.4）*1=2.25WKL4：V=0.25*0.75*（9.6+2.4）*4=7.2WKL5：V=0.3*0.8*48*1=11.52WKL6：V=0.3*0.8*48=11.52L1：V=0.25*0.75*9.6*2=3.6L2：V=0.25*0.75*（9.6+2.4）*3=6.75L3：V=0.25*0.75*（9.6+2.4）*4=9L4：V=0.25*0.75*（2.5+3.0+2.5）*1=1.5L5：V=0.2

22、5*0.4*3.0*3=0.9L6：V=0.25*0.7*（48-6.0*2）=6.3V总=64014梁总体积：V=217.148m³623.69010304001001空心砖墙、砌块墙【直形墙：墙体厚度240】清单：工程量按图示尺寸以体积计算。应扣除门窗洞口的体积L=66.8*2+48.48+2*2=186.08S=186.08*0.24=44.6592V=44.6593*11.1=495.8门窗量：Sc-4218=7.56*46=347.76Sc-4208=3.36*26=87.36Smc-4227=10.8*4=43.2Sgm-4239=15.6*2=31.2S=509.52V

23、=509.52*0.24=122.2848空心砖算量：495.8-122.3=373.5m³824.72-010405007001现浇天沟、挑檐板【C20非泵送商品砼】工程量按图示尺寸以体积计算V=49+0.225-0.25×2×0.1=9.8m³m³9.8010405008001现浇雨篷、阳台板【C20非泵送商品砼】工程量按图示尺寸以体积计算。V=7.2-0.2×1.6-0.2×0.1×3×5+7.6-0.2×7.6-0.2×1.6-0.2×0.1×5+2.4-0

24、.2×1.7-0.2×0.1×5=21.53m²m³21.53010406001001现浇直形楼梯【C20非泵送商品砼】工程量按图示尺寸以体积计算V= 4.7-1.96×1.15+1.96×2.6+2.6×5.6×5 4.7-1.96×1.15+1.96×2.6+2.6×5.6×5 ×3=324.19m³m²324.19010407001001现浇其他构件【台阶;C15非泵送商品砼】工程量按图示尺寸以面积计算S=（48.8×2

25、+20.95）×0.8+0.8×0.8×4-（4.2×2+4.8+0.225×2+0.3×2）×0.8=66.47 m²m³66.47010416001001现浇混凝土钢筋【现浇砼构件钢筋12以内】清单：工程量可按构件体积乘以钢筋含量计算。176.76×0.012+9.34×0.036+222.14×0.038+838.23×0.038+22.91×0.032+623.69×0.03+9.8×0.012+21.53×0.034

26、+324.19×0.036=45.05t45.03010702001001屋面卷材防水【3厚SBS改性沥青防水卷材】卷材屋面按图示尺寸的水平投影面积乘以规定的坡度系数以m²计算（该工程只有坡屋面采用卷材防水）S=49-3.6+0.7-1.9+0.7×5.28+7.2+1.4×5.6×3+7.8+3.4+1.4×5.6=452.02m²m²452.02010702004001屋面排水管【PVC排水管，直径100MM】清单：应区别不同直径按图示尺寸以延长米计算。100PVC管： L=（18.5+0.45-0.1

27、5;6=113.1m雨水口 6个m113.1010803001001保温隔热屋面【坡屋面;外保温;40厚挤塑聚苯乙烯泡沫板】工程量按图示尺寸以面积计算S=49-3.6+0.7-1.9+0.7×5.28+7.2+1.4×5.6×3+7.8+3.4+1.4×5.6 ×0.04=28.93 m³m³28.93020101001001水泥砂浆面20厚1:2水泥砂浆面层工程量按图示尺寸以面积计算S=432.92+443.83×4+478.92+527.08=3214.24 m²V=3214.24×0.02

28、=64.28 m³m³64.28020201001001外墙抹灰面积按外墙垂直投影面积计算。12厚1:3防水水泥砂浆打底12厚1:1:6水泥石膏砂浆打底6厚1:0.3:3水泥石灰膏砂浆粉面工程量按图示尺寸以面积计算S=48.8×20.95+48.8×20.95+11.8×20.95×2+2.6×4×2+4.3×2×4+4.4×16.95×6-0.6×3×12+2.7×3.55×5+3.1×3.55×2+2.8

29、5;3.55×2+3×3.55×1+2.9×3.55+2.6×3.55+1.8×2.45×5+1×2.1×4+1.2×2.45×20+846.65=1950.44 m²m²1950.44020201001002内墙抹灰面积按外墙垂直投影面积计算。工程量按图示尺寸以面积计算S=144+89.06×103.38×4+17.84-304.07-169.33-48.95=2602.1-429.05=2173.05 m²m²2173.0

30、52、措施项目工程量计算底稿表18 措施项目工程量计算表项目编码项目名称、特征工程量计算式单位工程量脚手架项119-3砌墙脚手架 【外架子；双排 高12M以内】工程量按墙面垂直投影面积以平方米计算。S=（49.0+0.2）+（14.5+0.2） ×2×20.95=2677.41m²10 m²267.7419-1砌墙脚手架【里架子；高3.60M以内】工程量按墙面垂直投影面积以平方米计算。S=144+89.06+103.38×4+17.84×5=3322.1m²10m²332.2119-10抹灰脚手架【高在3.60M内

31、；内墙抹灰】工程量以墙净长乘以净高计算S=49+0.2+14.5+0.2 ×2×20.95+144+89.06+103.38×4+19.84×5=5999.51m²10m²599.9519-10抹灰脚手架【高在3.60M内；天棚抹灰】工程量抹灰面以平方米计算S=9.65÷0.1+51.95÷0.12+13.03÷0.1+53.26÷0.12×4+57.47÷0.12+37.48÷0.12=3617.2m²10m²361.72混凝土、钢筋混凝土模板及支架使用含模量计算模板接触面积，其工