某框架办公楼项目土建及装饰分部分项工程量计算书_毕设计(论文)带图.doc

华东交通大学土木建筑学院毕业设计(论文) 某框架办公楼项目土建及装饰分部分项工程量第 PAGE \* MERGEFORMAT 1 页 共 NUMPAGES \* MERGEFORMAT 87 页某框架办公楼项目土建及装饰分部分项工程量计算书A.土建工程A.1基数计算序号项目及计算过程1建筑总高度：H=12.052室内外差,即室外地坪至标高±0.000的高度，H＝450mm3A.2 土石方工程A.2.1土方工程序号项目编码项目名称计算式单位工程量4010101001001平整场地m29010101003001挖土方ZJ1:2个，1700*3100V清=1.9*3.3*1.3*2=16.302mV定=2.5*3.9*1.3*2=25.350mZJ2:10个，4800*3200V清=5.0*3.4*1.3*10=221mV定=5.6*4.0*1.3*10=291.2mZJ3:4个，4400*2900 V清=4.6*3.1*1.3*4=74.152m V定=5.2*3.7*1.3*4=100.048mm3563.1479010101003001挖土方ZJ4:1个，3300*2200V清=3.5*2.4*1.3=10.92mV定=4.1*3.0*1.3=15.99mZJ5:1个，3200*6500 V清=3.4*6.7*1.3=29.614m V定=4.0*7.3*1.3=37.96mZJ6:1个，5600*3600V清=5.8*3.8*1.3=28.652mV定=6.4*4.4*1.3=36.608mZJ7:4个，3800*2500V清=4.0*2.7*1.3*4=56.16mV定=4.6*3.3*1.3*4=78.936mZJ8:1个,5900*5100 V清=6.1*5.3*1.3=42.029m V定=6.7*6.0*1.3=52.26mZJ9:1个,6200*3900 V清=6.4*4.1*1.3=34.112m V定=7.0*4.7*1.3=42.77mZJ10:1个,5700*3600 V清=5.9*3.8*1.3=29.146m V定=6.5*4.4*1.3=37.18mZJ10:1个,5200*2800 V清=5.4*3.0*1.3=21.06m V定=6.0*3.6*1.3=28.08m挖沟槽工程量： 清单工程量：V=0.43*（3.38-1.47-0.1）*（1.65-0.45）=0.934m 定额工程量：V=（0.13+0.3）*（3.38-1.47-0.4）*（1.65-0.45） =0.779m10010101003002挖基础土方1KL1(1A),250*700B=0.25+2*0.1=0.45m,H=0.75-0.45+0.1=0.4mV清=（6.58+1.68-1.73-0.1-1.78-0.1）*0.45*0.4=0.819m V定=（6.58+1.68-1.73-0.4-1.78-0.4）*（0.25+0.2+0.6） *0.4=1.659m1KL2(1),250*700B=0.25+2*0.1=0.45m,H=0.4mV清=｛[8.26-(2.58+0.1)*2]+8.26-2.58-0.1-1.99-0.1｝ *0.4*0.45=1.672m V定=｛[8.26-(2.58+0.4)*2+8.26-2.58-0.4-1.99-0.4]｝ *0.4*1.05=3.146m1KL3(2),250*500 B=0.25+2*0.1=0.45m,,H=0.2mV清=(7.7*4-5.89-0.2-6.04-0.2-6.19-0.2-5.94-0.2)*0.45 *0.2=0.535m V定=(30.8-24.06-0.8-0.3*8)*0.2*1.05=0.743m1KL4(1),250*700 B=0.25+2*0.1=0.45m,,H=0.4mV清=(8.26-2.33*2-0.2)*0.4*0.45=0.612 m V定=(8.26-2.33*2-0.2-0.6)*0.4*1.05=1.176 m1KL5(2),250*700B=0.25+2*0.1=0.45m,,H=0.4mm36.82310010101003002挖基础土方V清=(8.26-2.33-1.57-0.2)*0.4*0.45=0.749 mV定=(8.26-2.33-1.57-0.2-0.6)*0.4*1.05=1.459 m1KL6(10),250*400B=0.25+2*0.1=0.45m,,H=0.1mV清=(46.5-1.18-0.1-1.53-0.1-2.9*2-0.4-3.2