月完成工程量计算书

1、20142014年年（ 8 8 ）月月工工程程量量计计算算书书工程名称:业主营地修缮工程标段单位工程：新建接待楼清单项目编 号项目名称单位完成量 子目名称完成量计算式备注5挖基础土石方705.19/见基础土石开挖实测记录3人工挖孔桩混凝土灌注桩226.05直径0.8m53.15(3.14*0.572*7+3.14*0.772*0.4)*7=27.78直径1m42.05(3.14*0.52*7+3.14*0.72*0.42)*4=24.56直径1.2m41.99(3.14*0.62*7+3.14*0.82*0.48)*3=26.63直径1.4m61.39(3.14*0.72*8+3.14*0.9

2、2*0.57)*3=41.28变更的4个27.471.3*1.3*3.6*3+1.6*1.6*3.6=27.47设计通知单4钢筋笼制作安装t10.075直径0.8m2.637(16*16*12*8.05+3.14*0.8*20*20*5+3.14*0.8*10*10*(4/0.1+4.05/0.2)+8*8*(3.14*1*8.05/0.2+3.14*1/0.2*8.05)*0.00617/1000*7=2.637直径1m1.390(16*16*14*8.07+3.14*1*20*20*5+3.14*1*10*10*(5/0.1+3.07/0.2)+8*8*(3.14*1.2*8.05/0.2

3、+3.14*1.2/0.2*8.07)*0.00617/1000*3=1.39直径1.2m1.834(18*18*16*8.13+3.14*1.2*20*20*5+3.14*1.2*10*10*(6/0.1+2.13/0.2)+8*8*(3.14*1.4*8.05/0.2+3.14*1.4/0.2*8.13)*0.00617/1000*3=1.834直径1.4m2.475(18*18*20*9.22+3.14*1.4*20*20*6+3.14*1.4*10*10*(7/0.1+2.22/0.2)+8*8*(3.14*1.6*8.05/0.2+3.14*1.6/0.2*9.22)*0.00617

4、/1000*3=2.475变更的4个1.739(14*14*28*1.3+20*20*25*4.25+10*10*5.3*43)*0.00617/1000*3+(14*14*34*1.3+18*18*24*4.25+10*10*5.3*43)*0.00617/1000=1.74设计通知单12独立桩承台46.031.2*1.210.081.2*1.2*1*7=10.81.4*1.45.881.4*1.4*1*3=5.881.6*1.67.681.6*1.6*1*3=7.681.8*1.89.721.8*1.8*1*3=9.72变更的4个12.671.7*1.7*1*3+2*2*1=12.67设计

5、通知单16基础梁63.77DL116.150.3*0.65*(41.4*2)=16.15DL29.160.3*0.55*(11.1*5)=9.16DL24.430.3*0.55*(13.425*2)=4.43DL38.310.25*0.5*(11.1*4+7.425*2+7.2)=8.31DL30.900.25*0.5*7.2=0.9DL43.940.25*0.4*(3.8+15.6+17.025+3)=3.94DL40.720.3*0.4*(3+3)=0.72DL52.400.25*0.35*(3*6+1.8*2+3.75+2.1)=2.4DL69.820.35*0.65*43.15=9.8

6、2DL73.360.2*0.35*(4.2*4+7.8*4)=3.36DL80.510.2*0.3*(0.51*8+0.56*8)=0.51电梯井4.083*3*0.2+0.95*3*4*0.2=4.08已取消32垫层23.80承台5.88(1.4*1.4*7+1.6*1.6*3+1.8*1.8*3+2*2*3+1.9*1.9*3+2.2*2.2)*0.1=5.88电梯井1.023.2*3.2*0.1=1.02基础梁16.90(0.5*179.71+0.45*133.15+0.4*48)*0.1=16.920带肋筋t14.201.2*1.20.6312*12*(64*1.2+0.9*28)*0

7、.00617/1000*7=0.631.4*1.40.3112*12*(64*1.4+0.9*28)*0.00617/1000*3=0.311.6*1.60.3412*12*(64*1.6+0.9*28)*0.00617/1000*3=0.341.8*1.80.3712*12*(64*1.8+0.9*28)*0.00617/1000*3=0.37变更的4个0.4412*12*(64*1.3+0.9*28)*0.00617/1000*3+12*12*(64*2.2+0.9*28)*0.00617/1000=0.44设计通知单12独立桩承台46.03DL13.50(25*25*8*82.8+14*

8、14*4*82.8+8*8*(2*82.8/0.15+0.5*2*82.8/0.3)*0.00617/1000=3.5DL21.63(20*20*8*55.5+14*14*4*55.5+8*8*(1.9*55.5/0.2+0.5*2*55.5/0.4)*0.00617/1000=1.63DL21.09(25*25*8*26.85+14*14*4*26.85+8*8*(1.9*26.85/0.2+0.5*2*26.85/0.4)*0.00617/10001.09DL31.40(18*18*8*59.03+12*12*4*59.03+8*8*(1.6*59.03/0.2+0.5*2*59.03/0

9、.4)*0.00617/1000=1.4DL30.22(20*20*8*7.2+12*12*4*7.2+8*8*(1.6*7.2/0.1+0.5*2*7.2/0.4)*0.00617/1000=0.22DL40.78(20*20*6*39.43+12*12*2*39.43+8*8*(1.4*39.43/0.2+0.5*39.43/0.4)*0.00617/1000=0.78DL40.12(20*20*6*6+12*12*2*6+8*8*(1.4*6/0.2+0.5*6/0.4)*0.00617/1000=0.12DL50.34(16*16*6*27.45+8*8*(1.5*27.45/0.2)*0.00617/1000=0.34DL61.76(25*25*8*43.15+14*14*4*43.15+8*8*(2.1*43.15/0.2+0.5*2*43.15/0.4)*0.00617/1000=1.76DL70.46(14*14*6*48+8*8*(1.2*48/0.2)*0.00617/1000=0.46DL