第三百八十九章 争吵
笔趣阁(biquge321.com)更新快,无弹窗!
国外公司在小浪底工程的施工过程中,工程资料可以堆满一间屋子。不管是认可的还是没有认可的,都是索赔的依据。在某个工程的施工过程中,因为建设方没能及时协调电力部门,把通过施工现场的高压线转入地下,造成施工过程中泵车臂撞断高压线。虽然没造成人员伤亡,但施工方因此损失很大。没有签证,但在结算时,施工方拿出了当时的记录文件,要求建设方给予补偿。最后,五五分担。文字资料在结算过程中,可以使预算人员说的话有依据。能不能要的钱,还有看结算策略及结算目标。但不管怎么说,这些资料总的来说,是有用的。</span>
<spanstyle="font-size:12pt;font-family:宋体;">写招标文件的一点建议。对于不同结构的建筑,是否可以按以下要求报价。单一用途的,分地上、地下单独报价。综合楼的,在分地下、地下单独报价的基础上,再按商业用途细分报价。这可能会对工程量清单的编制有一定的困难,以投标书的编制需要多打几页,但对于建设方来讲,这样做好处很多。对于施工单位来讲,也是有好处的,积累的报价资料可以为以后准确快速报价给予指导。分开报价的意义在于,销售单价不同,税率也不同。在报税时,财务部门一定会要求提供不同用途的楼层的造价的。提前准备,省得需要时拿不出来或是估算的不准确。</span>
<spanstyle="font-size:12pt;font-family:宋体;">转工地的学问。很多人都认为,预算人员就是在办公室里看看图纸,根据图纸及洽商就可以编制预算、结算了。其实不然,预算人员多转转工地,你会发现,整个一个工地都是钱铺出来的。有人会说了,这不是废话吗,工地上每一寸土地都有工人的汗水,都有材料机械的投入,当然都是钱铺出来的。其实是你理解错了,我说的是合同以外的钱。作为施工单位的预算,你要看的,人工投入、机械投入、材料投入等。比如,有一次我看到砼泵车在打砼,一罐下去,怎么看也不像是<spanlang="EN-US"xng="EN-US">6</span>方。于是我就仔细看着很多辆车,发现平均每车都会少半方以上的砼(呵呵,当时刚大学毕业,还不知道建筑上的黑暗)。结算的时候,对不起,不能按合同约定的依小票结算,要按图结算,另外扣除钢筋的体积。这是我提出来的,最后结果,按小票结算,嘿嘿,这不关我事。作为建设方的预算,你要做的也是这些。因为,整个工地大概只有负责招标的预算人员最清楚合同中对材料品质的要求的了。所以,有时候造价控制人员还得肩负起质量员的职责。有一次,我的老总,呵呵,是一个非常精明的人,但太精明的人往往会吃哑巴亏的。我做的这个工程,招标时钢筋是按焊接计算的,开工后决定用套筒。我提议,不做经济洽商,但老总为了让施工单位少说话,多办事,还是决定给补差价。我说,按<spanlang="EN-US"xng="EN-US">8</span>米一个接头,按图纸计算。老总想了,钢筋有<spanlang="EN-US"xng="EN-US">9</span>米长,还有<spanlang="EN-US"xng="EN-US">12</span>米长的,施工单位不会把钢筋弄到<spanlang="EN-US"xng="EN-US">8</span>米长再接的。老总决定按实际数量结算。我的天,<spanlang="EN-US"xng="EN-US">10</span>万平方米的工地,那得数到什么时候去了。我可不想去数这个。但又不能直接对老总说这样不行。可巧的是,在我转工地的时候,从地工捡回来一根<spanlang="EN-US"xng="EN-US">1.2</span>米长左右的<spanlang="EN-US"xng="EN-US">32</span>圆的钢筋,两头都已经套丝了,这可就是两个接头啊!施工单位废物利用的好呀!没有了钢筋下脚料,还有多要套筒钱
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