工程量计算表工程名称：台州市腾翔塑胶制品有限公司1#车间第34页 共34页序号定额编号 工程项目计算公式单位工程量1分部分项工程项目1-2×j1.08换人工综合挖三类土 深3m内(64+51.84+15.2+11.56)/100100m31.426(1)CT1a（1.2+0.1*2+0.3*2）*（1.2+0.1*2+0.3*2）*1*1664(2)CT1b（1.6+0.1*2+0.3*2）*（1.6+0.1*2+0.3*2）*1*951.84(3)CT2（（1.5+1.5+0.1*2+0.3*2）*（1.2+0.1*2+0.3*2）*1）*215.2(4)电梯基坑（2.5+0.15*2+0.3*2）*（2.5+0.15*2+0.3*2）*111.561-2人工综合挖三类土 深3m内(35.3925+18.315+6.105+20.79+17.7925+2.585+25.025+61.6)/100100m31.876(1)JL1（0.3+0.1*2+0.3*2）*1*（29.9-0.9-0.65-1.2*7-0.625+2.1+0.9-1.25-0.725+3.6*5+3.3-0.6-0.875-1.6*5）35.393(2)（0.3+0.1*2+0.3*2）*1*（3.6*5+3.3-0.8-0.65-1.2*5+3.1-0.3）18.315(3)JL2（0.3+0.1*2+0.3*2）*1*（3+2.5+3.1-0.65-0.8-1.6）6.105(4)（0.3+0.1*2+0.3*2）*1*（7.5-0.475-0.775+6.5-0.825-0.725+6.5-1.675-0.975+6.5-1.675-0.975）20.79(5)（0.3+0.1*2+0.3*2）*1*（6.5-0.925-0.725+14-0.35-0.725-1.6）17.793(6)JL3（0.3+0.1*2+0.3*2）*1*（3.1-0.15-0.6）2.585(7)JL4（0.3+0.1*2+0.3*2）*1*（7.5-0.475-0.15+4-0.15*2+7.5-0.475-1.325+7.5-0.35-0.675）25.025(8)（0.3+0.1*2+0.3*2）*1*（14-0.475-0.725-1.6）*561.64-197换现浇商品(泵送)砼基础垫层浇捣^c10(20)(3.136+2.916+0.896+0.784+1.60875+0.8325+0.2775+0.945+0.80875+0.1175+1.1375+2.8)/1010m31.626(1)CT1a（1.2+0.1*2）*（1.2+0.1*2）*0.1*163.136(2)CT1b（1.6+0.1*2）*（1.6+0.1*2）*0.1*92.916(3)CT2（（1.5+1.5+0.1*2）*（1.2+0.1*2）*0.1）*20.896(4)电梯基坑（2.5+0.15*2）*（2.5+0.15*2）*0.10.784(5)JL1（0.3+0.1*2）*0.1*（29.9-0.9-0.65-1.2*7-0.625+2.1+0.9-1.25-0.725+3.6*5+3.3-0.6-0.875-1.6*5）1.609(6)（0.3+0.1*2）*0.1*（3.6*5+3.3-0.8-0.65-1.2*5+3.1-0.3）0.833(7)JL2（0.3+0.1*2）*0.1*（3+2.5+3.1-0.65-0.8-1.6）0.278(8)（0.3+0.1*2）*0.1*（7.5-0.475-0.775+6.5-0.825-0.725+6.5-1.675-0.975+6.5-1.675-0.975）0.945(9)（0.3+0.1*2）*0.1*（6.5-0.925-0.725+14-0.35-0.725-1.6）0.809(10)JL3（0.3+0.1*2）*0.1*（3.1-0.15-0.6）0.118(11)JL4（0.3+0.1*2）*0.1*（7.5-0.475-0.15+4-0.15*2+7.5-0.475-1.325+7.5-0.35-0.675）1.138(12)（0.3+0.1*2）*0.1*（14-0.475-0.725-1.6）*52.8...
