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ID:20010026
大小:165.00 KB
页数:4页
时间:2018-10-08
《签证工程量计算表书》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、工程名称松花江哈尔滨城区段松浦堤改线工程及哈尔滨市松花江北岸堤防防汛抢险通道工程二标段施工单位黑龙江龙航工程总承包有限责任公司项目名称部位计算草图及几何尺寸见附表计算式及说明:1、已清基总量为:67412m³,其中包括渗水井土方量488.25m³。上月结算21600m³,本月完成45812m³。2、本月土方碾压填筑完成:55908m³3、混凝土路面拆除计算式1号混凝土路长98m×宽2.8m×0.2m厚=54.88m³2号混凝土路长77.96m×宽4m×0.2m厚=62.37m³3号混凝土路长78.21m×宽4m×0.2m厚=62.57m³4号混凝土路长82.52m×宽4m×0.2
2、m厚=66m³5号混凝土路长123.2m×宽5m×0.2m厚=123.2m³6号混凝土路长16.6m×宽4m×0.2m厚=13.28m³合计:382.3m³上月完成混凝土路面拆除100m³,本月完成拆除为382.3m³-100m³=282.3m³制表人:监理:工程量计算表he"governingforthepeople","Nomattertheinterestsofthemasses"conceptunderstandingisnotinplace.Thespecificworktreatswiththedeployment,afewleadingcadrescomplaint
3、hatworkistoocomplicated,toomuchresponsibility,thepressureistoolarge,toomuchemphasisonthedifficultyofthework.Forexample,noncoalmine清基工程量水利桩号市政桩号断面积平均断面面断面距离体积k0+90021+80016.5 27.1625678.9k0+92521+82537.810 0 48.98251224.38k0+95021+85060.140 0 64.64251615.88k0+97521+87569.130 0 73.28
4、251832.00k1+00021+90077.430 0 85.21252130.25k1+02521+92592.990 0 95.27252381.75k1+05021+95097.550 0 130.34253258.5k1+07521+975163.130 0 168.065254201.625k1+10022+000173 157.095253927.375k1+12522+025141.190 0 139.00253474.88k1+15022+050136.80 0 142.435253560.875k1+17522+075148.
5、070 0 146.53253663.13k1+20022+100144.980 0 141.24253530.88k1+22522+125137.490 0 144.515253612.875k1+25022+150151.540 0 143.545253588.625k1+27522+175135.550 0 153.145253828.625k1+30022+200170.740 0 159.42253985.50k1+32522+225148.10 0 149.455253736.375k1+35022+250150.810 0 135.3
6、85253384.625k1+37522+275119.960 0 126.895253172.375k1+40022+300133.830 0 130.84253270.88k1+42522+325127.840 0 114.55252863.75k1+45022+350101.26 合计 66924he"governingforthepeople","Nomattertheinterestsofthemasses"conceptunderstandingisnotinplace.Thespecificworktreatswiththedeployment
7、,afewleadingcadrescomplainthatworkistoocomplicated,toomuchresponsibility,thepressureistoolarge,toomuchemphasisonthedifficultyofthework.Forexample,noncoalmine117.5m土方碾压工程量水利桩号市政桩号断面积平均断面面断面距离体积k0+90021+8003.2512.34525308.625k0+92521+82521.4400
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