工程量计算表.docx

1、工程量计算表附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量一.土方量(53.4+0.42+2.250.7)(12.3+0.42+2.250.7)2.25m31841.63二.1二桩承台混凝土量（2.60.81.2+2.810.1）31m386.06 2五桩承台混凝土量（3.53.181.05+3.73.381.05）6m376.963A轴所在承台梁混凝土量(53.4+0.32-2.610-0.8) 0.60.5+（53.4+0.32+0.12-2.810-1）0.80.1m310.18J轴所在承台梁(53.4+0.32-2.67-0.85-3.52) 0.60.5+

2、(53.4+0.32+0.2-2.87-15-3.72) 0.80.1m3 9.94 9.93 1轴所在承台梁（10.8-0.6）0.60.5+（10.8-0.6）0.80.1m33.882轴所在承台梁(6.6+4.2-0.42-2.6) 0.60.5+(6.6+4.2-0.42-2.6) 0.80.1m32.813轴所在承台梁(2.06-0.4-0.4) 0.60.5+1.260.80.1m30.484轴所在承台梁(0.4+1.175+1.7+1.7+1.635-0.4) 0.3+6.210.08m32.365轴所在承台梁(2.06-0.4-0.4) 0.60.5+1.260.80.1m30

3、.48附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量6轴所在承台梁(6.6+4.2-0.42-2.6) 0.60.5+(6.6+4.2-0.42-2.6) 0.80.1m32.817轴所在承台梁（10.8-0.6）0.60.5+（10.8-0.6）0.80.1m33.888轴所在承台梁（1.735+1.775-0.42）0.3+2.710.08m31.039轴所在承台梁（0.4+1.192+1.225+1.8+1.735-0.4）0.3+7.140.08m32.7110轴所在承台梁（1.735+1.775-0.42）0.3+2.710.08m31.0313轴所在承台

4、梁(6.6+4.2-0.42) 0.3+100.08m33.814轴所在承台梁(6.6+4.2-0.42+0.1) 0.3+10.10.08m33.8415轴所在承台梁(2.305-0.42) 0.3+15.050.08m35.7216轴所在承台梁(2.305-0.42) 0.3+15.050.08m35.7217轴所在承台梁(6.6+4.2-0.42+0.1) 0.3+10.10.08m33.8418轴所在承台梁(6.6+4.2-0.42+0.1) 0.3+10.10.08m33.84附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量19轴所在承台梁(6.6+4.2-

5、0.42+0.1) 0.3+10.10.08m33.8420轴所在承台梁(2.305-0.42) 0.3+15.050.08m35.7221轴所在承台梁(2.305-0.42) 0.3+15.050.08m35.7222轴所在承台梁(6.6+4.2-0.42+0.1) 0.3+10.10.08m33.84 23轴所在承台梁（10.8-0.6）0.60.5+（10.8-0.6）0.80.1m33.8810-13轴所在承台梁（5.4-0.4-0.82-0.3）0.3+3.10.08m31.1814-15轴所在承台梁 （3-0.3-0.8-0.4）0.3+1.50.08m30.5716-17轴所在承

6、台梁（3-0.3-0.8-0.4）0.3+1.50.08m30.5719-20轴所在承台梁（3-0.3-0.8-0.4）0.3+1.50.08m30.5721-22轴所在承台梁（3-0.3-0.8-0.4）0.3+1.50.08m30.57总94.78m394.784桩混凝土量3.140.20.26159m3119.82附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量二桩承台钢筋用量2.6-0.032+0.0250.0049212m 30.7742-0.032) 2+(0.8-0.032) 2+0.01910 (2.6-0.032)/100m96.975二桩承台桩的钢

7、筋用96.97531m3006.23五桩承台钢筋用量（3.5-0.032+0.0250.00492）（3.18-0.032）m114.235（3.18-0.032+0.0250.00492）（3.5-0.032）/100m114.41五桩承台桩的钢筋用（114.235+114.41）6m1371.87A轴所在承台梁二级25钢筋用量（53.4+0.32-0.032）12m647.28二级14（53.4+0.32-0.032）2m107.88一级10（0.6-0.032+0.00625102）（53.4+0.32-0.032）/200m178.885附录A 测绘局24#家属楼工程量计算表序号分项工

8、程名称计 算 式单位数 量一级10(0.6-0.032) 2+(0.5-0.032) 2+0.011910 (53.4+0.32-0.032)/100m1120.581一级100.32+(0.5-0.032) 2+0.011910 (53.4+0.32-0.032)/100m861.861同A轴（53.4+0.32-0.032）12m647.28（53.4+0.32-0.032）2m107.88（0.6-0.032+0.00625102）（53.4+0.32-0.032）/200m178.885(0.6-0.032) 2+(0.5-0.032) 2+0.011910 (53.4+0.32-0.

9、032)/100m1120.5810.32+(0.5-0.032) 2+0.011910 (53.4+0.32-0.032)/100m861.8611轴承台二级25（10.8+0.32-0.032）/10012m136.08二级14（10.8+0.32-0.032）/1002m22.68一级100.665(10.8+0.32-0.032)/200m37.24一级102.079113m234.927附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量一级101.599113m180.6872轴同1轴 二级25（10.8+0.32-0.032）/10012m136.08二级1

10、4（10.8+0.32-0.032）/1002m22.68一级100.665(10.8+0.32-0.032)/200m37.24一级102.079113m234.9273轴承台二级25（4.2+1.5+0.3-0.032）12m71.28二级14（4.2+1.5+0.3-0.032）2m11.88一级100.665（4.2+1.5+0.3-0.032）/200m 19.285一级102.079(4.2+1.5+0.3-0.032)/100m 122.661一级101.599(4.2+1.5+0.3-0.032)/100m94.3414轴承台二级25（6.6+0.3-0.032）12m82.0

11、8附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量一级14（6.6+0.3-0.032）2m13.68一级100.6656.84/200m22.61一级102.0796.84/100m141.372一级101.5996.84/100m108.7325轴同3轴 二级25（4.2+1.5+0.3-0.032）12m71.28二级14（4.2+1.5+0.3-0.032）2m11.88一级100.665（4.2+1.5+0.3-0.032）/200m19.285一级102.079(4.2+1.5+0.3-0.032)/100m122.661一级101.599(4.2+1.5

12、+0.3-0.032)/100m94.3416轴同1轴 二级25（10.8+0.32-0.032）/10012m136.08附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量二级14（10.8+0.32-0.032）/1002m22.68一级100.665(10.8+0.32-0.032)/200m37.24一级102.079113m234.927一级101.5996.84/100m180.6877轴同1轴二级25（10.8+0.32-0.032）/10012m136.08二级14（10.8+0.32-0.032）/1002m22.68一级100.665(10.8+0.

13、32-0.032)/200m37.24一级102.079113m234.927一级101.599113m180.6878轴+9轴 二级2571.28+82.08m153.36二级1411.88+13.68m25.65附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量10+11+12+13轴236.287+272.714m509.001二级1471.28+82.08+(1.8+1.8+1.6+0.3-0.032) 12m230.64一级1011.88+13.68+(1.8+1.8+1.6+0.3-0.032) 2m38.53一级10236.287+272.714+0.65

14、532+2.0796.44/100+1.5996.44/100m757.35314轴同1（10.8+0.32-0.032）/10012m136.08二级14（10.8+0.32-0.032）/1002m22.68一级100.665(10.8+0.32-0.032)/200m37.24一级102.079113m234.92715+16轴1.599113m180.6875.94122m142.56附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量5.9422m23.760.665292m38.572.079592m245.3321.599592m188.68217、18、1

15、9、22、23（10.8+0.32-0.032）/100125m680.4（10.8+0.32-0.032）/10025m113.40.665(10.8+0.32-0.032)/2005m186.22.0791135m1174.6351.5991135m903.43520+21轴5.94122m142.56附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量5.9422m23.760.665292m38.572.079592m245.3321.599592m188.68210-13轴 二级25（5.4+0.32-0.032）12m71.28二级145.942m11.88一

16、级100.6655.94/200m19.285一级102.07959m122.661一级101.59959m108.73214-17轴 二级25(32+2.7+32-0.032) 12m110.88二级149.242m18.48附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量一级100.6659.24/200m30.59一级102.0799.24/200m191.268一级101.5999.24/200m147.10819-20 (32+2.7+32-0.032) 12m110.889.242m18.480.6659.24/200m30.592.0799.24/200

17、m191.2681.5999.24/200m147.108二级253549.12m3549.12一级14591.52m591.52附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量一级1011559.632m11559.632标准层板混凝土用量310.380.1m33.242.44.20.112m32.2163.756.60.112m35.4452.41.50.162m31.1527.51.780.16m32.1363.24m33.242.44.650.11+3.756.150.11m33.761.350.850.16+4.955.30.16+1.83.80.16m35

18、.4751.81.50.16+5.45.50.16m35.1841.1522m32.304附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量3.24m33.242.76.150.1m31.6612.71.780.16m30.7693.244m312.961.661m31.66131.50.164m32.881.661m31.6613.242m36.480.769m30.769总67.728m367.728附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量标准层板钢筋用量 B-80.95（10.8-0.032+0.0083.52）/200m50.3

19、5B-80.95(3-0.032+0.0083.52)/200m13.3B-813.3m13.3B-7(10.8-0.032+0.0084.92) (3-0.032)/250m119B-6(3-0.032+24.90.008) (10.8-0.032)/100m322.97B-9(2.1+0.0083.52) 10.74/100m230.69B-1210.82(2.4-0.032)/200m119B-11(10.8-6.7-0.032+0.0084.92) (3.75-2.4-0.032)/200m24.71B-10(3.1+0.0083.52) (10.8-4.2-0.032)/100m14

20、0.14B-12(3.75-0.032+0.0084.92) (10.8-6.7-0.032)/100m152.24附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量B-910.81(2.4-0.032)/200m119B-7230.69m230.69B-7119m119B-13322.97m322.97B-14(2.1+0.013.52) 10.74/180m128.03B-12119m119B-16(10.5+0.0083.52) (4.2-0.032)/200m22.12B-10152.24m152.24B-171.1(3.75-0.032)/150m26.4B-

21、2(0.85+1.5+3.8-0.032+0.0084.92) (3.75-2.4-0.032)/200m37.01B-193.365m214.5附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量B-26(3.5+0.0123.52) (2.4-0.032)/100m82.34B-37(1.5+0.013.52) (5.4-2.4-0.032)/200m21.98B-28(10.8-3.8+0.013.52) (1.8-0.032)/150m77.77B-24(14.5+0.013.52) (10.8-1.5-3.8-0.032)/200m41.04B-27(5.4+0

22、.013.52) (10.8-1.5-3.8-0.032)/150m196.92B-21(3.3+0.013.52) (3.6-0.032)/200m57.29B-213.37(1.5-0.032)m28.59B-23(5.3+0.013.52) (3.6-0.032)/150m123.51B-2128.59m28.59B-22(1.35+3.6+1.8+0.013.52) (3.8-0.032)/150m163.68附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量B-20(3.26+0.0123.52) (3.75-0.032)/100m131.18B-25(2.9

23、+0.013.52) (10.8-3.8-0.032)/130m157.41B-18(3.3+0.013.52) (3.8-0.032)/200m60.66B-13322.97m322.97B-7119m119B-291.7(5.5-0.032)m51B-3(1.7+0.0083.52) (5.3-0.032)/150m59.7B-32(5.5+0.0083.52) (3-0.032)/200m77.78B-30(5.3+0.0083.52) 14m74.98B-13322.97m322.97附录A 测绘局24#家属楼工程量计算表序号分项工程名称计 算 式单位数 量B-31(1.7+0.0083.52)(3-0.032)m28.1B-33(0.85+0.0083.52) (5.5-0.032)/200m24.46B-3(1.7+0.0083.52) (5.3-0.032)/150m59.7B-5(0.8+0.0083.52) (2.7-0.032)/200m11.13B-1(2.7-0.032+0.0083.52)