工程量计算书.docx

1、工程量计算书 分部分项工程量计算书 表1序号分部分项工程名称部位与编号单位计算式小计一基础工程1挖基坑土方m3435.31（2.8+0.8+0.1）+（1.7+0.5+0.1）（2.1+2.1+1.4+0.3）（2.2+0.25）+1.61.4+0.40.42.9+（2+0.8）3.70.5（14.1+14.1+2.2+2.2+32.32+2.1+2+0.74+0.952）2200.292100厚素C15混凝土垫层m30.1435.31+0.0.1（32.32+2.12+0.74+0.952+14.12+2.22）44.63800厚C25筏板基础m3435.310.8-0.811-0.30.4

2、3-0.81.92.12+1(1.155+2+2)0.54.75352.954垫层模板m2（32.22+152）0.19.445筏板基础模板（32.22+152）0.8+435.31510.836筏板基础钢筋t11.29+26.1112以内：352.950.03211.2912以外：352.950.07426.117地下室C25剪力墙m335.26AZ2（.+.）.0.97YDZ1（0.450.4+0.20.3）2.721.3YAZ28 0.50.22.720.54YJZ3（0.40.5+0.40.3+0.20.3）2.722.05YJZ25（0.30.55+0.250.6）2.721.7YJ

3、Z6（0.20.5+0.40.2）2.720.97YAZ.YJZ（.+.）.AZ.AZ.YJZ（.+.）.YJZ15（0.20.5+0.20.5）2.721.08YJZ11（0.20.5+0.20.8）2.721.4YDZ（.+.）.1.1 35YJZ14（0.20.8+0.20.3）2.721.19YAZ350.20.552.720.59YDZ13（0.30.2+0.40.4+0.20.75+0.250.2）2.722.27YAZ40.20.42.720.43AZ3(0.50.252+0.50.25)2.721.22YJZ23(0.20.55+0.750.25)2.721.61YAZ290.

4、20.452.720.49YJZ14(0.20.5+0.60.2)2.720.13YAZ40.20.42.720.43YDZ10(0.50.252+0.50.25)2.721.22YAZ4(0.20.55+0.750.25)2.721.61YYZ（.+.）.YJZ22（0.20.3+0.20.6）2.70.49LZ2（0.20.5）+（0.30.2）（2.85-1.7）0.18YDZ19（0.250.3+0.40.4+0.20.3）2.70.8YJZ20（0.21+0.750.3）2.71.15YJZ21（0.250.55+0.20.3）2.70.53YJZ260.250.62.70.41YD

5、Z27（0.40.4+0.250.3）2.70.63YJZ24（0.30.8+0.30.2）2.70.81YJZ25（0.30.8+0.20.3）2.70.81YAZ300.20.42.70.22YJZ8（0.20.650+（0.20.5）+（0.20.5）3.781.27地下室C25混凝土外墙m3（2（1.8+0.6+1.1+2.5+1+1+1+2.05+1.7+1.2+3.3+1.2）+0.8+3.75）2.70.334.55地下室顶板C25梁m319.95XL1（1+1.62+0.8+1+1.62+0.9+1.62+2.8）0.20.450.93L90.20.43.30.26L100.2

6、0.453.520.93XL30.20.451.80.16Xl50.250.51.620.2XL60.250.51.620.2L110.20.45(8.1+3.601.05XL70.20.451.620.15LL40.20.41.60.13KL20.250.44.820.96KL210.20.52.90.29KL30.20.4550.45Kl200.20.52.90.29Kl190.20.421.82.88Kl110.20.453.60.32LL220.20.41.5520.25KL220.20.42.6520.42KL30.20.45(4+1.5-0.2)0.48KL70.20.453.60

7、.32LL30.20.421.050.17KL180.20.454.920.88KL60.20.453.70.33LL30.20.421.050.17KL160.20.453.30.3KL100.20.453.70.33KL120.20.453.40.31KL170.20.55.3521.07KL10.250.42.70.27KL50.20.461.30.62KL150.20.55（28.4-2.6）2.84L10.20.353.050.21KL40.20.43.0520.49L20.120.321.2+0.20.44.10.42KL90.20.44.80.38L60.20.352.40.17

8、KL130.20.52.30.23L80.20.583.150.37L40.20.353.050.21XL20.20.651.950.25L50.20.457.20.658地下室C25顶板hunnm3435.310.3130.69地下室C25剪力墙钢筋t0.85+1.9412以内：35.260.0240.8512以外：35.260.0551.9410地下室C25混凝土外墙钢筋t0.83+1.912以内：34.550.0240.8312以外：34.550.0551.911地下室顶板C25梁钢筋t0.84+1.9612以内：19.550.0430.8412以外：34.550.11.9612地下室C

9、25顶板钢筋t13.06+5.6212以内：130.60.0435.6212以外：130.60.113.0613地下室C25剪力墙模板466.85AZ2(0.42.7+0.52.7+0.22.7)25.94YDZ1(0.452.7+0.42.72+0.452.7)27.02YAZ28（0.52.72+0.22.7）26.48YJZ3（0.42.7+0.82.7+0.52.7+0.22.7）27.94YJZ25（0.9+2.2+0.552.7+0.552.7+0.62.7）215.38YJZ6（0.52.72+0.52.72）28.1YAZ（0.252.72+0.42.72）25.67YJZ（0

10、.552.7+0.62.7+0.272.72）27.69AZ（0.252.72+0.72.72）28.91AZ（0.252.72+0.42.72）27.02YJZ(0.22.7+0.552.72+0.82.7+0.62.7)214.58YJZ150.72.74215.12YJZ11（12.72+0.52.7）213.5YDZ（0.72.72+0.42.72）211.88YJZ14（0.82.7+0.52.7）27.02YAZ35(0.22.7+0.552.7)21.85YDZ13(1.72.72+0.42.72)222.68YAZ4(0.22.72+0.42.72)26.48AZ3(1.52.

11、72+0.252.72)218.9YJZ23(0.952.72+0.552.72)216.2YAZ29(0.22.72+0.452.72)28.1YJZ14(1.12.72+0.22.72)214.04YAZ4（0.22.72+0.42.72）26.48YDZ10（0.62.72+0.72.72）214.04YAZ4（0.22.72+0.42.72）26.48YYZ18（0.22.72+2.62.72）230.24YJZ220.92.72+0.22.725.94L22（0.22.72+0.82.72）（2.85-1.7）6.21YDZ1912.72+0.252.7+0.22.76.62YJZ2

12、01.752.7+0.22.7+0.32.76.08YJZ210.252.7+0.852.7+0.32.73.78YJZ260.252.72+0.62.724.59YDZ270.42.7+0.32.7+0.652.725.4YJZ240.32.7+0.22.7+1.12.726.89YJZ250.32.72+12.727.02YAZ300.22.72+0.42.721.64YJZ200.22.7+0.32.7+1.752.7210.8YDZ190.252.7+0.22.7+12.726.62YJZ210.252.7+0.22.7+0.852.725.8114地下室C25混凝土外墙模板（2（1.

13、8+0.6+0.6+1.1+2.5+1+1+1+2.05+1.7+1.2+3.3+1.2）+0.8+3.75）2.72230.415地下室顶板C25梁模板134.54L93.30.2+3.30.121.32XL1(1+1.62+0.8+1+1.62+0.9+1.62+2.8)0.2+(1+1.62+0.8+1+1.62+0.9+1.62+2.8)0.1525.55L103.50.22+3.50.15225.5XL30.21.8+0.151.820.9XL60.251.62+0.21.6221.05XL70.21.62+0.151.6220.81KL20.254.82+0.14.8224.32K

14、L30.25+0.15522.5KL190.21.82+0.11.821.08LL220.21.552+0.11.55221.24KL220.22.652+0.12.65222.12KL70.23.6+0.153.621.8LL30.21.052+0.11.05220.84KL100.23.7+0.153.721.85XL50.251.62+0.21.6220.95L110.2(8.1+3.6)+0.15(8.1+3.6)212.33LL40.21.6+0.11.620.64KL210.22.9+0.22.920.94KL200.22.9+0.22.921.74KL110.23.6+0.153

15、.621.8KL30.2(4+1.5-0.2)+0.15(4+1.5-0.2)1.86KL180.24.92+0.154.9224.9KL60.23.7+0.153.721.85KL160.23.3+0.153.321.65KL160.23.3+0.153.321.65KL120.23.4+0.153.421.7KL170.25.352+0.25.35226.42KL10.252.7+0.12.721.22KL50.21.36+0.161.323.12KL150.2(28.4-2.6)+0.25(28.4-2.6)217.86L10.23.05+0.053.0520.92KL40.23.052

16、+0.13.0521.83L20.121.22+0.121.222+0.24.1+0.14.1224.08KL90.24.8+0.14.821.92L60.22.4+0.052.420.72KL130.22.3+0.22.321.38L80.23.15+0.283.1522.39L40.23.05+0.053.0520.92XL20.21.952+0.351.95223.51XL40.21.95+0.351.9521.76L50.27.2+0.157.223.616 地下室C25顶板模板（32.22+182）0.3+435.31-0.2(7.2+1.95+1.95+3.05+3.15+2.3+

17、2.4+4.8+4.1+3.05+3.05+25.8+161.7)421.1617地下室砌筑工程M0.2（0.82+1.82+3.05+2.22+1.22+22+1.22+3.22+0.82+0.82+1.22+4.2+3.5+2.62+1.82+22+3.052+4.25+1.22+1.62）29.2918地下室楼梯C25混凝土按水平投影计算为 （3 -0.25 ） （1.8+ 2.70 +2.075+ 0.15 +0.125 )2=34.6534.5619地下室楼梯模板34.5634.5620地下室楼梯钢筋t0.12+0.2912 以内：34.65 /100.036 =0.12 12 以外

18、：34.65 /100.084= 0.2921地下室回填土M2200.29-435.31（2.7+0.8+0.3）546.11二主体工程2212标准层剪力墙C25混凝土M48.34AZ2(0.40.2+0.50.2)3.7820.76YDZ1(0.450.4+0.20.3)3.7821.81YAZ280.50.23.7820.76YJZ3(0.40.5+0.40.3+0.20.3)3.7822.87YJZ5(0.30.55+0.250.6)3.7822.38YJZ6（0.20.5+0.40.2)3.7821.36YAZ20.250.43.7820.76YJZ7(0.250.55+0.60.25

19、)3.7822.17YJZ16(0.20.3+0.250.8)3.7821.97YJZ15(0.20.5+0.20.5)3.7821.51YJZ11(0.20.5+0.20.8)3.7821.97YDZ10(0.40.4+0.20.3)3.7821.66YJZ14(0.20.8+0.20.3)3.7821.66YAZ350.20.553.7820.83YDZ13(0.30.2+0.40.4+0.20.75+0.250.2)3.7823.18YAZ20.20.43.7820.6AZ3(0.50.55+0.750.25)3.7823.5YJZ23(0.20.55+0.750.25)3.7822.2

20、5YAZ290.20.453.7820.68YJZ14(0.20.5+0.60.2)3.7820.76YAZ40.20.43.7820.6YDZ10(0.40.4+0.2.03)3.7821.66YAZ40.20.43.7820.6YYZ18(0.22+0.30.22)3.781.97YJZ22(0.20.3+0.20.2+0.20.6)3.780.83YDZ19(0.250.3+0.40.4+0.20.3)3.781.11YJZ20(0.21+0.750.3)3.780.43YJZ21(0.250.55+0.20.3)3.780.75YJZ260.250.63.780.57YDZ27(0.40.4+0.250.3)3.780.89YJZ24(0.30.8+0.30.2)3.781.13YJZ25(0.30.8+0.20.3)3.781.132312标准层C25混凝土墙M2.382+3.862+2.232+3.3320.2714轴（0.60.2+0.21.1+0.20.25+0.21+0.21.2+0.21.2）3.782.3859轴（0.20.65+0.21+0.21.6+2.050.2+0.20.8）3.783.86912轴（1.05+0.9+1）0.23.782.23