（专业施工组织设计）74658_某楼工程量计算书-标准样式0316新.xls

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1、工程量计算书编号各项工程名称计 算 公 式小计单位 备注1QD-场地平整141人工平整场地97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0.24）*0.7+（97.36+15.84）*2+0.7*10）*2+162001.10143竣工清理36843.49m3车库层（97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0.24）*0.7）*（2.5+0.1）3947.58一层（97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0.24）*0.7+4.32*1.8*2+3.2*0.85*

2、5）*34642.35二至六层（97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0.24）*0.7+4.32*1.8*2-（2.6-0.24）*0.7*5）*3*522883.86七层（97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0.24）*0.7+4.32*1.8*2+3.2*0.85*5）*3+（3.34*3.74+2.84*4.6）*5*2.5+3.24*6.14*3.9+7.4*1.1/2*（97.36-2.6*5-3.2）5369.702QD-挖基础土方（大开挖）m31314基础土方开挖（挖掘机挖土、自卸

3、车运土1KM）(（97.12*15.6-3.5*2*0.7*5+（0.95+0.3）*15.6*2+（0.6+0.3）*97.12*2+0.15*12.9*2）*（4.1-2.6）)*95/1002434.27m3未放坡，95%121人工配合清槽(（97.12*15.6-3.5*2*0.7*5+（0.95+0.3）*15.6*2+（0.6+0.3）*97.12*2+0.15*12.9*2）*（4.1-2.6）)*5/100128.12m3未放坡，5%144基底钎探15*971455.00眼3QD-土石方回填m31413机械夯填土1586.36m3基础土方开挖工程量总数2562.39扣除-基础垫

4、层-137.29扣除-条形基础-379.06扣除-砖基础-181.24扣除-地圈梁-47.11扣除-地面垫层及面层（估）0-（97.36*15.84*0.15）-231.334QD-砖基础m3311砖基础181.24m3G线（97.12-0.32）*（0.37*0.12+0.78*0.24）22.42E线南（3.2-0.24）*10*（0.37*0.12+0.78*0.24）+（3.5-0.24）*2*（0.12*0.3+0.78*0.24）8.31共63页-第1页工程量计算书D线（97.12-0.32-3.6*2-0.24*39）*（0.12*0.37+0.78*0.24）18.58D线南（

5、4.2+5.1+3.1*2-0.24*10）*2*（0.12*0.37+0.78*0.24）6.07A线（3.6+4.2+5.1+4.5*4）*2*（0.12*0.37+0.78*0.24）14.31A线3.5*5*2*（0.12*0.37+0.78*0.24）8.111线（20线至38线同）15.6*2*（0.12*0.37+0.78*0.24）7.232线（15.6-0.24）*2*（0.12*0.37+0.78*0.24）7.112线右2*2*2*（0.12*0.37+0.78*0.24）1.853线5.3*2*（0.12*0.37+0.78*0.24）2.454线8.8*2*（0.12

6、*0.37+0.73*0.24）3.865线（5.3+2）*2*（0.12*0.37+0.78*0.24）3.385线右2*2*2*（0.12*0.37+0.78*0.24）1.856线15.6*2*（0.12*0.37+0.73*0.24）6.857线(15.6-0.7)*2*(0.12*0.37+0.73*0.24)6.548线15.6*2*(0.12*0.37+0.73*0.24)6.859线(5.9+2)*2*(0.12*0.37+0.78*0.24)3.6610线8.2*2*(0.12*0.37+0.73*0.24)3.6011线(5.9+2)*2*(0.12*0.37+0.78*0

7、.24)3.6612线15.6*2*(0.12*0.37+0.73*0.24)6.8513线(15.6-0.7)*2*(0.12*0.37+0.73*0.24)6.5414线15.6*2*(0.12*0.37+0.73*0.24)6.8515线(5.9+2)*2*(0.12*0.37+0.78*0.24)3.6616线8.2*2*(0.12*0.37+0.73*0.24)3.6017线(5.9+2)*2*(0.12*0.37+0.78*0.24)3.6618线15.6*2*(0.12*0.37+0.73*0.24)6.8519线(15.6-0.7)*2*(0.12*0.37+0.73*0.24

8、)6.545QD-砂浆防潮（砖基础）6211基础抹防水砂浆防水层20厚1：2.5掺5防水剂1503.12G线（97.12-0.32）*(0.12+0.06+0.78)*2185.86E线南（3.2-0.24）*10*(0.12+0.06+0.78)*2+（3.5-0.24）*2*(0.12+0.06+0.78)*269.35D线（97.12-0.32-3.6*2-0.24*39）*(0.12+0.06+0.78)*2154.06D线南（4.2+5.1+3.1*2-0.24*10）*2*(0.12+0.06+0.78)*250.30A线（3.6+4.2+5.1+4.5*4）*2*(0.12+0.

9、06+0.78)*2118.66A线3.5*5*2*(0.12+0.06+0.78)*267.201线（20线至38线同）15.6*2*(0.12+0.06+0.78)*259.902线（15.6-0.24）*2*(0.12+0.06+0.78)*258.982线右2*2*2*(0.12+0.06+0.78)*215.363线5.3*2*(0.12+0.06+0.78)*220.35编号各项工程名称计 算 公 式小计单位 备注共63页-第2页工程量计算书4线8.8*2*(0.12+0.06+0.73)*232.035线（5.3+2）*2*(0.12+0.06+0.78)*228.035线右2*

10、2*2*(0.12+0.06+0.78)*215.366线15.6*2*(0.12+0.06+0.73)*256.787线(15.6-0.7)*2*(0.12+0.06+0.73)*254.248线15.6*2*(0.12+0.06+0.73)*256.789线(5.9+2)*2*(0.12+0.06+0.78)*230.3410线8.2*2*(0.12+0.06+0.73)*229.8511线(5.9+2)*2*(0.12+0.06+0.78)*230.3412线15.6*2*(0.12+0.06+0.73)*256.7813线(15.6-0.7)*2*(0.12+0.06+0.73)*25

11、4.2414线15.6*2*(0.12+0.06+0.73)*256.7815线(5.9+2)*2*(0.12+0.06+0.78)*230.3416线8.2*2*(0.12+0.06+0.73)*229.8517线(5.9+2)*2*(0.12+0.06+0.78)*230.3418线15.6*2*(0.12+0.06+0.73)*256.7819线(15.6-0.7)*2*(0.12+0.06+0.73)*254.246QD-C30圈梁m34416混凝土现场搅拌m34226C30基础圈梁47.11m3G线（97.12-0.32）*0.24*0.245.58E线南（3.5-0.24）*2+（

12、3.2-0.24）*10）*0.24*0.242.08D线（97.12-0.32-3.6*2-0.24*39）*0.24*0.244.62D线南（4.2+5.1+3.1*2-0.24*10）*2*0.24*0.241.51A线（3.6+4.2+5.1+4.5*4）*2*0.24*0.243.56A线3.5*5*2*0.24*0.43.361线（20线至38线同）15.6*0.24*0.24*21.802线（15.6-0.24）*0.24*0.24*21.772线右2*2*0.24*0.24*20.463线5.3*0.24*0.24*20.614线8.8*0.24*0.24*21.015线（5.

13、3+2）*0.24*0.24*20.845线右2*0.24*0.24*20.236线15.6*0.24*0.24*21.807线（15.6-0.7）*0.24*0.24*21.728线15.6*0.24*0.24*21.809线（5.9+2）*0.24*0.24*20.9110线8.2*0.24*0.24*20.9411线（5.9+2）*0.24*0.24*20.9112线15.6*0.24*0.24*21.8013线（15.6-0.7）*0.24*0.24*21.7214线15.6*0.24*0.24*21.8015线（5.9+2）*0.24*0.24*20.91编号各项工程名称计 算 公

14、式小计单位 备注共63页-第3页工程量计算书16线8.2*0.24*0.24*20.9417线（5.9+2）*0.24*0.24*20.9118线15.6*0.24*0.24*21.8019线（15.6-0.7）*0.24*0.24*21.72措施QD-圈梁模板104127基础圈梁模板（胶合板木支撑）381.26G线（97.12-0.32）*0.24*246.46E线南（3.5-0.24）*2+（3.2-0.24）*10）*0.24*217.34D线（97.12-0.32-3.6*2-0.24*39）*0.24*238.52D线南（4.2+5.1+3.1*2-0.24*10）*2*0.24*2

15、12.58A线（3.6+4.2+5.1+4.5*4）*2*0.24*229.66A线3.5*5*2*0.24*216.801线（20线至38线同）15.6*0.24*2*214.982线（15.6-0.24）*0.24*2*214.752线右2*2*0.24*2*23.843线5.3*0.24*2*25.094线8.8*0.24*2*28.455线（5.3+2）*0.24*2*27.015线右2*0.24*2*21.926线15.6*0.24*2*214.987线（15.6-0.7）*0.24*2*214.308线15.6*0.24*2*214.989线（5.9+2）*0.24*2*27.58

16、10线8.2*0.24*2*27.8711线（5.9+2）*0.24*2*27.5812线15.6*0.24*2*214.9813线（15.6-0.7）*0.24*2*214.3014线15.6*0.24*2*214.9815线（5.9+2）*0.24*2*27.5816线8.2*0.24*2*27.8717线（5.9+2）*0.24*2*27.5818线15.6*0.24*2*214.9819线（15.6-0.7）*0.24*2*214.307QD-条形基础m34415混凝土现场搅拌m3147原土机械碾压97.36*15.84-（3.5*2-0.24）*0.7*4-（3.5*2+0.32-0

17、.24）*0.7+（97.36+15.84）*2+0.7*10）*2+162001.10m32113C15混凝土垫层120.90m3G线（97.12-0.32+0.95*2）*(1.4*0.1)13.82E线(3.2-0.95-1.25)*(1.4*0.1)*101.40D线(3.5-1.25*2)*(2.1*0.1)+(3.5-1.25*2)*(1.4*0.1)*4+(4.55-1.25-1.55-0.8)*(1.4*0.1)*2*2)*22.60编号各项工程名称计 算 公 式小计单位 备注共63页-第4页工程量计算书A线北(7-1.25*2)*2+3.5-1.25)*(1.4*0.1)*2

18、3.15A线(0.95+3.6+4.2+5.1+1.25)*(2.1*0.1)+(4.5*2+1.25*2)*(1.4*0.1)*2)*212.781线（20线至38线同）(15.6-0.6-0.95)*(2.1*0.1)*25.902线(5.3-0.6-0.83+6.8-0.83-0.95)*(2.1*0.1)*23.733线(5.3-0.6-0.83)*(2.1*0.1)*21.634线(6.8-0.83-0.95)*(2.7*0.1)*22.715线(5.3-0.6+0.6)*(2.1*0.1)*22.236线(15.6-0.95-0.6-3.31)*(2.7*0.1)*25.807线(

19、15.6-0.7-0.6*2)*(2.7*0.1)*27.408线(15.6-0.6*2)*(2.7*0.1)*27.789线(5.3-0.6+0.6)*(2.1*0.1)*22.2310线(6.8-0.83-0.95)*(2.7*0.1)*22.7111线(5.3-0.6+0.6)*(2.1*0.1)*22.2312线(15.6-0.6+0.6)*(2.7*0.1)*28.4213线(15.6-0.7-0.6-0.6)*(2.7*0.1)*27.4014线(15.6-0.6-0.6)*(2.7*0.1)*27.7815线(5.3-0.6+0.6)*(2.1*0.1)*22.2316线(6.8

20、-0.83-0.95)*(2.7*0.1)*22.7117线(5.3-0.6+0.6)*(2.1*0.1)*22.2318线(15.6-0.6-0.6)*(2.7*0.1)*27.7819线(15.6-0.7-0.6*2)*(3.1*0.1)*14.254241C30混凝土条形基础313.48m3G线（97.12-0.32+0.95*2）*(1.2*0.3)35.53E线(3.2-0.95-1.25)*(1.2*0.3)*103.60D线(3.5-1.25*2)*(1.9*0.2+(0.47+1.9)*0.1/2)+(3.5-1.25*2)*(1.2*0.3)*4+(4.55-1.25-1.5

21、5-0.8)*(1.2*0.3)*2*2)*26.61A线北(7-1.25*2)*2+3.5-1.25)*(1.2*0.3)*28.10A线(0.95+3.6+4.2+5.1+1.25)*(1.9*0.2+(0.47+1.9)*0.1/2)+(4.5*2+1.25*2)*(1.2*0.3)*2)*231.611线（20线至38线同）(15.6-0.6-0.95)*(1.9*0.2+(0.47+1.9)*0.1/2)*214.012线(5.3-0.6-0.83+6.8-0.83-0.95)*(1.9*0.2+(0.47+1.9)*0.1/2)*28.863线(5.3-0.6-0.83)*(1.9

22、*0.2+(0.47+1.9)*0.1/2)*23.864线(6.8-0.83-0.95)*(2.5*0.2+(0.47+2.5)*0.15/2)*27.265线(5.3-0.6+0.6)*(1.9*0.2+(0.47+1.9)*0.1/2)*25.28编号各项工程名称计 算 公 式小计单位 备注共63页-第5页工程量计算书6线(15.6-0.95-0.6-3.31)*(2.5*0.2+(0.47+2.5)*0.15/2)*215.527线(15.6-0.7-0.6*2)*(2.5*0.2+(0.47+2.5)*0.15/2)*219.808线(15.6-0.6*2)*(2.5*0.2+(0.

23、47+2.5)*0.15/2)*220.829线(5.3-0.6+0.6)*(1.9*0.2+(0.47+1.9)*0.1/2)*25.2810线(6.8-0.83-0.95)*(2.5*0.2+(0.47+2.5)*0.15/2)*27.2611线(5.3-0.6+0.6)*(1.9*0.2+(0.47+1.9)*0.1/2)*25.2812线(15.6-0.6+0.6)*(2.5*0.2+(0.47+2.5)*0.15/2)*222.5513线(15.6-0.7-0.6-0.6)*(2.5*0.2+(0.47+2.5)*0.15/2)*219.8014线(15.6-0.6-0.6)*(2.

24、5*0.2+(0.47+2.5)*0.15/2)*220.8215线(5.3-0.6+0.6)*(1.9*0.2+(0.47+1.9)*0.1/2)*25.2816线(6.8-0.83-0.95)*(2.5*0.2+(0.47+2.5)*0.15/2)*27.2617线(5.3-0.6+0.6)*(1.9*0.2+(0.47+1.9)*0.1/2)*25.2818线(15.6-0.6-0.6)*(2.5*0.2+(0.47+2.5)*0.15/2)*220.8219线(15.6-0.7-0.6*2)*(2.9*0.2+(0.78+2.9)*0.2/2)*112.99措施QD-垫层模板10449

25、混凝土垫层木模板113.88G线（97.12-0.32+0.95*2）*(0.1*2)19.74E线(3.2-0.95-1.25)*(0.1*2)*102.00D线(3.5-1.25*2)*(0.1*2)+(3.5-1.25*2)*(0.1*2)*4+(4.55-1.25-1.55-0.8)*(0.1*2)*2*2)*23.52A线北(7-1.25*2)*2+3.5-1.25)*(0.1*2)*24.50A线(0.95+3.6+4.2+5.1+1.25)*(0.1*2)+(4.5*2+1.25*2)*(0.1*2)*2)*215.241线（20线至38线同）(15.6-0.6-0.95)*(0

26、.1*2)*25.62编号各项工程名称计 算 公 式小计单位 备注共63页-第6页工程量计算书2线(5.3-0.6-0.83+6.8-0.83-0.95)*(0.1*2)*23.563线(5.3-0.6-0.83)*(0.1*2)*21.554线(6.8-0.83-0.95)*(0.1*2)*22.015线(5.3-0.6+0.6)*(0.1*2)*22.126线(15.6-0.95-0.6-3.31)*(0.1*2)*24.307线(15.6-0.7-0.6*2)*(0.1*2)*25.488线(15.6-0.6*2)*(0.1*2)*25.769线(5.3-0.6+0.6)*(0.1*2)

27、*22.1210线(6.8-0.83-0.95)*(0.1*2)*22.0111线(5.3-0.6+0.6)*(0.1*2)*22.1212线(15.6-0.6+0.6)*(0.1*2)*26.2413线(15.6-0.7-0.6-0.6)*(0.1*2)*25.4814线(15.6-0.6-0.6)*(0.1*2)*25.7615线(5.3-0.6+0.6)*(0.1*2)*22.1216线(6.8-0.83-0.95)*(0.1*2)*22.0117线(5.3-0.6+0.6)*(0.1*2)*22.1218线(15.6-0.6-0.6)*(0.1*2)*25.7619线(15.6-0.7

28、-0.6*2)*(0.1*2)*12.74措施QD-条形基础模板10415条形基础模板（无梁式）266.30G线（97.12-0.32+0.95*2）*(0.3*2)59.22E线(3.2-0.95-1.25)*(0.3*2)*106.00D线(3.5-1.25*2)*(0.2*2)+(3.5-1.25*2)*(0.3*2)*4+(4.55-1.25-1.55-0.8)*(0.3*2)*2*2)*210.16A线北(7-1.25*2)*2+3.5-1.25)*(0.3*2)*213.50A线(0.95+3.6+4.2+5.1+1.25)*(0.2*2)+(4.5*2+1.25*2)*(0.3*

29、2)*2)*239.681线（20线至38线同）(15.6-0.6-0.95)*(0.2*2)*211.242线(5.3-0.6-0.83+6.8-0.83-0.95)*(0.2*2)*27.113线(5.3-0.6-0.83)*(0.2*2)*23.104线(6.8-0.83-0.95)*(0.2*2)*24.025线(5.3-0.6+0.6)*(0.2*2)*24.246线(15.6-0.95-0.6-3.31)*(0.2*2)*28.597线(15.6-0.7-0.6*2)*(0.2*2)*210.968线(15.6-0.6*2)*(0.2*2)*211.529线(5.3-0.6+0.6

30、)*(0.2*2)*24.2410线(6.8-0.83-0.95)*(0.2*2)*24.0211线(5.3-0.6+0.6)*(0.2*2)*24.2412线(15.6-0.6+0.6)*(0.2*2)*212.4813线(15.6-0.7-0.6-0.6)*(0.2*2)*210.9614线(15.6-0.6-0.6)*(0.2*2)*211.5215线(5.3-0.6+0.6)*(0.2*2)*24.2416线(6.8-0.83-0.95)*(0.2*2)*24.02编号各项工程名称计 算 公 式小计单位 备注共63页-第7页工程量计算书17线(5.3-0.6+0.6)*(0.2*2)*

31、24.2418线(15.6-0.6-0.6)*(0.2*2)*211.5219线(15.6-0.7-0.6*2)*(0.2*2)*15.488QD-设备基础（电梯井）m34416混凝土现场搅拌m3147原土机械碾压在条形基础中已经包含m32113C15混凝土垫层16.39m32线6线（对称）（1.3+1.9+1+2.1+1.6+1.4+0.95+1.25）*（0.83*2+1.5+2）-（1.65+3.2+1.25）*（1.5+0.83-0.48）*0.1*29.619线11线（0.8*2+1.55+0.55+1）*（0.48+2+1.13）*0.1*23.3915线17线（0.8*2+1.5

32、5+0.55+1）*（0.48+2+1.13）*0.1*23.394214C30设备基础65.58m32线6线（对称）（1.3+1.9+1+2.1+1.6+1.4+0.95+1.25）*（0.83*2+1.5+2）-（1.65+3.2+1.25）*（1.5+0.83-0.48）*0.4*238.449线11线（0.8*2+1.55+0.55+1）*（0.48+2+1.13）*0.4*213.5715线17线（0.8*2+1.55+0.55+1）*（0.48+2+1.13）*0.4*213.57措施QD-垫层模板10449混凝土垫层木模板13.302线6线（对称）(（1.3+1.9+1+2.1+

33、1.6+1.4+0.95+1.25）+（0.83*2+1.5+2）)*2*0.1*26.669线11线(（0.8*2+1.55+0.55+1）+（0.48+2+1.13）)*2*0.1*23.3215线17线(（0.8*2+1.55+0.55+1）+（0.48+2+1.13）)*2*0.1*23.32措施QD-电梯井模板10462设备基础模板121.542线6线（对称）（1.3+1.9+1+2.1+1.6+1.4+0.95+1.25）*（0.83*2+1.5+2）*2*0.4*294.949线11线（0.8*2+1.55+0.55+1）+（0.48+2+1.13）*2*0.4*213.3015

34、线17线（0.8*2+1.55+0.55+1）+（0.48+2+1.13）*2*0.4*213.309QD-矩形柱m34416混凝土现场搅拌m34220C25构造柱（车库层）38.06m3车库层GZ147*2*(2.56-0.18)*(0.24*(0.24+0.06)+48*2*(2.56-0.18)*(0.24*(0.24+0.06+0.03)34.20编号各项工程名称计 算 公 式小计单位 备注共63页-第8页工程量计算书 GZ21*2*(2.56-0.18)*(0.24*(0.4+0.06)0.53 GZ34*2*(2.56-0.18)*(0.24*(0.49+0.06)2.51 GZ4

35、2*2*(2.56-0.18)*(0.24*(0.3+0.06)0.824416混凝土现场搅拌m34220C25构造柱（一七层）319.60m3一七层GZ142*2*(21-0.18*7)*(0.24*(0.24+0.06)+48*2*(21-0.18*7)*(0.24*(0.24+0.06+0.03)269.47 GZ21*2*(21-0.18*7)*(0.24*(0.4+0.06)4.36 GZ34*2*(21-0.18*7)*(0.24*(0.49+0.06)20.85 GZ42*2*(21-0.18)*(0.24*(0.3+0.06)7.20屋顶楼梯GZ1（7+7+7）*2*（25.3

36、-21-0.18）*(0.24*(0.24+0.06)12.46 GZ21*2*(25.3-21-0.18)*(0.24*(0.4+0.06)0.91 GZ3(2+2)*2*(25.3-21-0.18)*(0.24*(0.49+0.06)4.35措施QD-构造柱模板104101构造柱木模板木支撑（车库层）317.20车库层GZ147*2*(2.56-0.18)*(0.24+0.06)*2)+48*2*(2.56-0.18)*(0.24+0.06+0.03)*2)285.03 GZ21*2*(2.56-0.18)*(0.4+0.06)*2)4.38 GZ34*2*(2.56-0.18)*(0.4

37、9+0.06)*2)20.94 GZ42*2*(2.56-0.18)*(0.3+0.06)*2)6.85104101构造柱木模板木支撑（一七层）2728.59一七层GZ142*2*(21-0.18*7)*(0.24+0.06)*2)+48*2*(21-0.18)*(0.24+0.06+0.03)*2)2314.05 GZ21*2*(21-0.18*7)*(0.4+0.06)*2)36.32 GZ34*2*(21-0.18*7)*(0.49+0.06)*2)173.71 GZ42*2*(21-0.18*7)*(0.3+0.06)*2)56.85屋顶楼梯GZ1（7+7+7）*2*（25.3-21-

38、0.18）*(0.24+0.06)*2)103.82 GZ21*2*(25.3-21-0.18)*(0.4+0.06)*2)7.58 GZ3(2+2)*2*(25.3-21-0.18)*(0.49+0.06)*2)36.2610QD-圈梁m34416混凝土现场搅拌m34226C25圈梁(车库层顶）14.79m3G线48.4*0.24*（0.18-0.1）*21.86E线（3.5+3.2*5-0.24*6）*0.24*（0.18-0.1）*20.69编号各项工程名称计 算 公 式小计单位 备注共63页-第9页工程量计算书D线（48.4-3.6-0.24*18）*0.24*（0.18-0.1）*2

39、1.55D线南（3.5+2.6+3.2+3.1*2-0.24*8）*0.24*（0.18-0.1）*20.52A线（48.4-3.5*5）*0.24*（0.18-0.1）*21.191线（20线至38线同）15.6*0.24*(0.18-0.1)*20.602线(15.6-2.8)*0.24*(0.18-0.1)*20.492线右(2+0.24)*0.24*(0.18-0.1)*20.093线(8.8+0.12-1)*0.24*(0.18-0.1)*20.304线6*0.24*(0.18-0.1)*20.235线(8.8+0.12-1)*0.24*(0.18-0.1)*20.305线右(2+0

40、.24)*0.24*(0.18-0.1)*20.096线15.6*0.24*(0.18-0.1)*20.607线(15.6-0.6)*0.24*(0.18-0.1)*20.588线15.6*0.24*(0.18-0.1)*20.609线9.4*0.24*(0.18-0.1)*20.3610线(15.6-8.8)*0.24*(0.18-0.1)*20.2610线右(2+0.24)*0.24*(0.18-0.1)*20.0911线9.4*0.24*(0.18-0.1)*20.3612线15.6*0.24*(0.18-0.1)*20.6013线(15.6-0.6)*0.24*(0.18-0.1)*2

41、0.5814线15.6*0.24*(0.18-0.1)*20.6015线9.4*0.24*(0.18-0.1)*20.3616线(15.6-8.8)*0.24*(0.18-0.1)*20.2616线右(2+0.24)*0.24*(0.18-0.1)*20.0917线9.4*0.24*(0.18-0.1)*20.3618线15.6*0.24*(0.18-0.1)*20.6019线(15.6-0.6)*0.24*(0.18-0.1)*20.58措施QD-圈梁模板104127圈梁胶合板模板木支撑(车库层顶）145.14G线48.4*(0.18+（0.18-0.1）)*225.17E线（3.5+3.2

42、*5-0.24*6）*2*（0.18-0.1）*25.78D线（48.4-3.6-0.24*18）*2*（0.18-0.1）*212.95D线南（3.5+2.6+3.2+3.1*2-0.24*8）*2*（0.18-0.1）*24.35A线（48.4-3.5*5）*(0.18+（0.18-0.1）)*216.071线（20线至38线同）15.6*(0.18+(0.18-0.1)*28.112线(15.6-2.8)*2*(0.18-0.1)*24.102线右(2+0.24)*2*(0.18-0.1)*20.723线(8.8+0.12-1)*2*(0.18-0.1)*22.534线6*2*(0.18

43、-0.1)*21.925线(8.8+0.12-1)*2*(0.18-0.1)*22.53编号各项工程名称计 算 公 式小计单位 备注共63页-第10页工程量计算书5线右(2+0.24)*2*(0.18-0.1)*20.726线15.6*2*(0.18-0.1)*24.997线(15.6-0.6)*2*(0.18-0.1)*24.808线15.6*2*(0.18-0.1)*24.999线9.4*2*(0.18-0.1)*23.0110线(15.6-8.8)*2*(0.18-0.1)*22.1810线右(2+0.24)*2*(0.18-0.1)*20.7211线9.4*2*(0.18-0.1)*2

44、3.0112线15.6*2*(0.18-0.1)*24.9913线(15.6-0.6)*2*(0.18-0.1)*24.8014线15.6*2*(0.18-0.1)*24.9915线9.4*2*(0.18-0.1)*23.0116线(15.6-8.8)*2*(0.18-0.1)*22.1816线右(2+0.24)*2*(0.18-0.1)*20.7217线9.4*2*(0.18-0.1)*23.0118线15.6*2*(0.18-0.1)*24.9919线(15.6-0.6)*(0.18+(0.18-0.1)*27.8011QD-矩形梁m34416混凝土现场搅拌m34224C25单梁、连续梁(

45、车库层顶）18.20m3L-a(2.6+2.6*0.4+0.24)*0.2*(0.4-0.1)*3*21.40L-1-13(2.6+0.24)*0.24*(0.4-0.1)*3*21.23L-1-3(3.5+0.24)*0.12*(0.325-0.1)*20.20L-1-6(3.2+0.24)*0.12*(0.325-0.1)*5*20.93L-1-7(7+0.24*2)*0.24*(0.4-0.1)*2*22.15L-1-10(3.5+0.24)*0.24*(0.4-0.1)*20.54L-1-1(3.6+0.24)*0.24*(0.4-0.1)*20.55L-1-5(2.6+0.24)*0

46、.24*(0.4-0.1)*3*21.23L-1-9(3.2+0.24)*0.24*(0.3-0.1)*4*21.32L-1-2(3.6+4.2+0.24*2)*0.24*(0.4-0.1)*21.19L-1-7(7+0.24*2)*0.24*(0.4-0.1)*2*22.15L-1-10(3.5+0.24)*0.24*(0.4-0.1)*20.54L-1-8(7+0.24*2)*0.24*(0.425-0.1)*2*22.33L-1-11(3.5+0.24)*0.24*(0.425-0.1)*20.58TL-12.2*0.24*(0.425-0.1)*2*20.69L-1-122.5*0.2

47、4*(0.35-0.1)*20.30阳台挑梁处压梁2.8*0.24*（0.425-0.1）*2*20.87措施QD-单梁梁模板（车库层顶）104115 单梁胶合板模板木支撑163.51L-a(2.6+2.6*0.4+0.24)*2*(0.4-0.1)*3*213.97L-1-13(2.6+0.24)*2*(0.4-0.1)*3*210.22L-1-3(3.5+0.24)*2*(0.325-0.1)*23.37L-1-6(3.2+0.24)*2*(0.325-0.1)*5*215.48编号各项工程名称计 算 公 式小计单位 备注共63页-第11页工程量计算书L-1-7(7+0.24*2)*2*(

48、0.4-0.1)*2*217.95L-1-10(3.5+0.24)*2*(0.4-0.1)*24.49L-1-1(3.6+0.24)*2*(0.4-0.1)*24.61L-1-5(2.6+0.24)*2*(0.4-0.1)*3*210.22L-1-9(3.2+0.24)*2*(0.3-0.1)*4*211.01L-1-2(3.6+4.2+0.24*2)*2*(0.4-0.1)*29.94L-1-7(7+0.24*2)*2*(0.4-0.1)*2*217.95L-1-10(3.5+0.24)*2*(0.4-0.1)*24.49L-1-8(7+0.24*2)*2*(0.425-0.1)*2*219

49、.45L-1-11(3.5+0.24)*2*(0.425-0.1)*24.86TL-12.2*2*(0.425-0.1)*2*25.72L-1-122.5*2*(0.35-0.1)*22.50阳台挑梁处压梁2.8*2*（0.425-0.1）*2*27.2812QD-平板m34416混凝土现场搅拌m34238C25平板（车库层顶）（48.4+0.24）*（15.6+0.24）-3.5*2.1*5-（3.5*2-0.24）*0.7*2-3.5*0.7-（2.6-0.24）*3.52*3-（2.1-0.24）*（2-0.24）*3-（1-0.24）*（2-0.24）*3）*0.1+（3.5*4.5+

50、3.6*5.3+3.5*5.4+3.6*4.3+3.6*6+4.2*4.3）*（0.11-0.1）+4.5*6.2*4*（0.12-0.1）+5.1*6.8*（0.14-0.1）*2146.02m34238C25平板（厨卫翻沿）（3.5+2.1*2）*6+（2.2+2.9）*2-0.8）*5+（1.9+2.25）*2-0.8）+（2.9+2.5）*2-0.8）*2*（0.12*0.18）4.78m3措施QD-平板模板（车库层顶）104173平板胶合板模板木支撑（车库层顶）1187.56楼面模板（48.4+0.24）*（15.6+0.24）-3.5*2.1*5-3.5*2.1*5-（3.5*2-