工程管理造价方向毕业设计.doc 145页

'工程管理造价方向毕业设计湖南农业大学全日制普通本科生毕业设计诚信声明本人郑重声明：所呈交的本科毕业设计是本人在指导老师的指导下，进行研究工作所取得的成果，成果不存在知识产权争议。除文中已经注明引用的内容外，本论文不含任何其他个人或集体已经发表或撰写过的作品成果。对本文的研究做出重要贡献的个人和集体在文中均作了明确的说明并表示了谢意。本人完全意识到本声明的法律结果由本人承担。毕业设计作者签名：年月日 鹤山碧翠华庭B1、B2楼工程施工图预算学生：指导老师：（湖南农业大学工学院，长沙410128）摘要：施工图预算是指根据施工图设计和预算定额编制工程造价的详细预算。它是设计阶段控制工程造价的重要环节，是控制施工图设计不突破设计概算的重要措施，编制或调整固定资产投资计划的依据，可用施工图预算作为编制标底的依据，此时它是承包企业投标报价的基础，同时施工图预算可作为确定合同价款的基础或作为审查施工企业提出的施工图预算的依据。本施工图预算采用工程量清单计价模式，以《建设工程工程量清单计价规范》（GB50500-2008）、《湖南省建设工程造价管理办法》及有关法律、法规的规定并结合我省实际制订的《湖南省建设工程工程量清单计价办法》为计算依据，套用《湖南省建筑装饰装修工程消耗量标准》（2006）定额，通过广联达计价软件进行组价，得出工程量清单计价表，最终汇总计算出单位工程总造价。关键词：施工图预算；工程量清单计价法；工程总造价；TheWorkingDrawingEstimateforBuildingofHeShanBiCuiHuaTingStudent:Tutor:(CollegeofEngineering,HunanAgriculturalUniversity,Changsha410128，China)　　Abstract:Constructionbudgetreferstothedetailedbudgetofconstructiondrawingdesignandcompilingthebudgetquotaofprojectcost.Itisanimportantlinkinthedesignstageconstructioncostcontrol,isanimportantmeasuretocontroltheconstructiondrawingdesigndoesnotbreakthedesignbudget,fixedassetinvestmentplanningoradjustmentbasedonavailableaspartofthepreparation,constructiondrawingbudgetBiaodibasis,itisthebasisofbiddingcontractingenterprises,whiletheconstructionoftheconstructiondrawingbudgetbudgetcanbeidentifiedasbasedthecontractpriceorasthebasisforreviewofconstructionenterprise.Theconstructiondrawingbudgetmodelusingthebillofquantities,the"codeofvaluationwithbillquantityofconstructionworks(GB50500-2008)","Hunanprovinceconstructionengineeringcostmanagementapproach"andtherelevantlaws,regulationsand143 combinemetheprovinceisactualformulationofthe"Hunanprovinceconstructionengineeringquantitylistvaluationmethod"forthecalculationbasis,applythe"standardofHunanProvinceBuildingDecorationEngineeringconsumptionquota"(2006),throughtheanalysisofpricingsoftwaretosetprices,pricingthebillofquantities,thefinalsummarycalculatesthetotalprojectcost.Keywords:Workingdrawingestimate;Valuationmethodofengineeringquantitylist；Buildingcostofprojects1前言工程量清单计价是国际通用的工程造价计价方式，已经有几百年的历史，是一种先进、成熟的管理模式和方法，推广该计价方式是顺应工程造价管理的国际化趋势。相对于定额预结算的计价形式，工程量清单招标计价在评标原则、计价依据、计价程序等方面都有是不同的，是一种不同于传统定额的计价模式，体现出工程计价个别性、竞争性的特点。采用工程量清单计价，有利于规范建设市场计价行为，规范建设市场秩序；有利于促进建设市场有序竞争和企业健康发展；有利于适应我国建设市场对外开放的需要；有利于业主投资控制；有利于工程款的拨付和工程造价的最终确定，适应工程招标投标竞争定价的要求。建设工程计价活动的结果既是工程建设投资的价值表现，同时又是工程建设交易活动的价值表现。工程量清单计价模式能够客观反映工程建设的投资，更能体现出工程建设交易活动的公平、公正原则。20世纪50年代起，我国借鉴前苏联经验，逐步建立起适应当时计划经济需要的概预算定额制度，人工、材料、机械等价格均由国家统一规定，传统的概预算定额作为建设工程造价定价依据，对我国加强计划管理，减少投资浪费，多、快、好、省地建设国家起到了积极的作用。进入90年代，我国逐步由计划经济向市场经济过渡，经济发展水平不断提高，经济结构也日益复杂，原有的计价方式已不能满足市场经济发展的需要，为此，我国对建设工程造价定价办法进行了一系列的改革，如调整工程价格的费用项目，修订有关的费用、利润、税金计算标准，取费按工程类别计取等等。所有这些改革，使建设工程造价逐步反映出其内在的商品属性，但随着社会主义市场经济的不断发展，建设工程造价定价方法仍存在许多问题，也说明仍需要进行深化改革。143 改革开放几十年来，我国国民经济一直保持快速增长的势头。国民经济的高速增长必然伴随着全社会固定资产投资总量的同步扩大，基础设施建设将得到进一步加强，人民的居住条件将得到根本性的改善，全社会巨大的投资规模为工程造价管理及工程造价咨询等行业的发展提供了一个广阔的空间和舞台，使得工程造价的各方面进一步完善。特别是《建设工程工程量清单计价规范》（GB50500-2008）规范的颁布，为工程造价的计量计价提供了最新的依据，是我国工程造价领域的一个里程碑事件。2工程造价的定义建设工程造价是指进行某建设工程项目中所形成的预期开支或实际开支的全部固定资产投资和流动资产投资的费用，包括前期工作费用、勘测设计费用、建筑安装工程费用、设备、工器具购置费用、建设单位管理费用以及其他工程建设费用等，是建筑业建造性的生产价格。建设工程的造价从广义上讲是指建设一项工程项目的建造所需要花费的全部费用，即从项目建设的意向的确定直至项目建成、竣工验收为止的整个建设期间所支出的总费用。狭义上将是指工程价格，是指建造建筑工程产品的生产性活动中预计或实际所消耗的价格，包括了土地市场、设备市场、技术劳务市场，以及承包市场等交易活动中的价格，它是以货币表现的建筑安装工程的价值，而施工图预算则较偏向于此种定义。3施工图预算综述3.1施工图预算的概念施工图设计预算简称为施工图预算，是确定建筑工程造价的经济技术文件。主要通过设计图纸、计价及费用定额、施工组织设计以及机械、人工的使用预算价格进行合理编制和确定，并且利用换算和正确套用预算单价，通过预算定额规定的分项工程内容等计算出单位工程预算造价。3.2施工图预算的编制方法根据《建筑工程施工发包与承包计价管理办法》，施工图预算的编制方法有两种，分别是工料单价法和实物法。本工程采用的施工图预算编制方法是实物法，即根据施工图纸计算出分项工程的工程量，之后套用相应预算机械、材料、人工的定额用量，计算工程建设过程中实际发生的人工、材料、设备实际价格，统计出人工费、设备消耗费及材料费，统计汇总工程直接费，根据计取规定来计算其他费用，对数据汇总后完成施工图预算造价编制。采用实物法来编制施工图预算，其主要计算公式为:单位工程预算直接工程费=Σ(工程量×人工预算定额用量×当时当地工日单价)+Σ(工程量×材料预算定额用量×当时当地材料预算单价)+Σ(工程量×施工机械台班预算定额用量×当时当地机械台班单价)143 实物法编制步骤的首尾阶段同单价法一致，区别仅仅在于人工费、机械使用费、材料费的汇总方法不同。实物法采用建筑工程所在地的实际价格水平，对当时当地的人工、设备、材料的消耗量和相关费用进行计算统计，根据工程造价主管部门发布的造价信息和材料价格信息，来获取相关费用，反映了工程的实际费用，确保工程预算造价的准确性。虽然采用实物法计算较为繁琐，但随着计算机技术的逐步应用，通过定额实物法和我国市场经济体制相适应，有利于提高建筑工程施工图预算编制水平。3.3施工图预算的作用（1)建筑工程施工图预算是优选设计方案的基本依据。建筑工程工程量较大，投资金额较大，因此必须要从多个工程设计方案中进行优选，在可行性较强、科学性较高、经济性较好的方案中，根据材料选用、设计图纸、施工工艺等不同方面来选择和比较，选择最佳设计方案。作为衡量工程的指标之一，施工图预算能科学反映方案的经济性，较为直观的显示工程投资额度，有利于进行方案比较。（2)施工图预算是建设单位和业主控制投资的重要依据。根据方案编制和设计图纸所编制的建筑工程预算和工程造价，经过相关单位认可，可以正式作为工程投资金额，并按照投资额度进行施工安排。（3)施工图预算是考核工程成本，实施内部经济核算的依据。建筑工程施工单位根据合同内的预算来编制经济核算计划，对工程成本进行核算，能有效确保工程顺利实施。（4)施工图预算是施工准备工作进行的基本依据。建筑工程施工单位根据合同约定或预算来编制施工方案和组织设计，确定劳动力投入计划、实物工程量大小、资金用款计划、材料和机具用量、工程进度等，通过施工图预算，能确保建筑工程自始至终都能处于有效控制之中。（5)施工图预算是实行工程包干，根据施工合同进行竣工验收的依据。建筑工程施工单位根据获得认可的建筑工程施工预算，同业主和建设单位签订施工承包合同，在工程竣工，验收完成后，可以根据预算来进行结算。4施工图预算的编制4.1施工图预算的编制依据由于建筑产品本身的特殊性和复杂性，使得计价的过程也变得相应的复杂。要编制一份完整的土建施工图预算，要有足够的依据并考虑诸多的因素才能完成。一般要依据下列技术文件、资料及有关规定：（1）经批准的各专业的施工图和文字说明、标准图集等；（2）建设行政主管部门颁布的现行建筑工程和安装工程预算定额、材料与构配件预算价格、工程费用定额和有关费用规定等文件；143 （3）施工现场实际情况、经批准的施工组织设计或施工方案；（4）建设行政主管部门发布的《消耗量定额》、《建设工程计价办法》等；（5）建设行政主管部门规定的计价程序和统一格式；（6）各种工具书和手册。4.2施工图预算的编制步骤（1）搜集资料。搜集上述编制施工图预算的依据。（2）熟悉图纸和现场。看图计量是编制预算的基本工作，只有看懂和熟悉图纸后，才能对工程内容结构特征、技术要求有清晰的概念，才能在编制时做到项目全、计量准、速度快。在编制预算时一定要结合施工方案或施工组织设计，因为施工组织设计是由施工单位根据工程特点、现场情况等有关条件编制的，规定了完成项目必须采取的措施，这对于确定工程措施费是至关重要的。如果图纸和施工组织设计仍不能表示全面时，必须深入现场，进行实际观察。（3）熟悉工程量清单和招标文件。工程量清单是计算工程造价最重要的依据，在计价时必须全面了解每一个清单项目的特征，熟悉它所包含的工程内容，以便在计价时不漏项，不重复计算。（4）计算工程量。计算工程量是一项工作量很大而又十分细致的工作，其计算精度直接影响工程造价。因此，工程量计算要注意严格按照工程量计算规则和图纸尺寸进行。具体的工程量计算顺序在本文后面还有具体说明。（5）汇总工程量、套定额。将工程量清单主体项目及其组合的辅助项目汇总，填入分部分项工程综合单价计算表，再套取相应的定额。值得说明的是，任何定额本身或单价表的制定，都是按照一般情况综合考虑的，存在许多缺项和不完全符合图纸要求的地方，因此必须根据定额进行换算，即以某分项定额为基础进行局部调整。在各地区定额说明或附注中可以查到，有的项目允许换算，有的项目不允许换算。（6）费用计算。在项目、工程量、单价经复查均无误后，即可进行各种费用的计算。最后将分部分项工程费、措施项目费、其他项目费、规费和税金合并汇总，计算出工程总造价。（7）计算单位工程技术经济指标。汇总造价并核查无误后应该计算各项经济指标，进行经济分析，以确定各部分造价分布，并预测施工单位效益水平，同时分析出工程建设的不确定性和风险。5单位工程施工图预算5.1工程概况143 本工程项目名称为鹤山碧翠华庭B1、B2楼，由湘潭市建筑设计院余治国，詹益乾设计，建设单位为鹤山市凤飞云房地产开发有限公司，建设地点在江门市鹤城镇，建筑面积为4327.6m2，建筑层数为6层，建筑高度为23.6m，一层层高为3.2m，夹层层高为2.4m，其余层层高为3m。本工程为框架结构，建筑结构安全等级为二级，耐火等级为二级，建筑设计使用年限为50年，抗震设防烈度为7度，抗震等级为三级。基础形式为桩承台，基础设计等级为丙级。施工现场水源、道路、电源已通，施工设备齐全，场地开阔。5.2主要编制说明（1）此次施工图预算以《湖南省建设工程工程量清单计价办法》（2010）为计算依据，套用《湖南省建筑装饰装修工程消耗量标准》（2006）定额；（2）装饰装修工程材料价格参考长沙市2014年2月信息价；（3）本工程建筑场地类别为Ⅱ类，土方开挖按一、二类土计算；（4）根据施工现场情况，施工四面围墙没有计入造价；（5）二次装修部分没有计入造价；（6）室外台阶、坡道未计入本工程造价。5.3单位工程总造价单位工程总造价是指进行一项单位工程项目的建造所需要花费的全部费用，即从单位工程项目确定建设意向至建成，竣工验收为止的整个建设期间所支出的总费用，这是保证单位工程项目建造正常进行的必要资金。本工程单位工程总造价为6914971.81元，其中建筑工程造价为5636188.18元，装饰装修造价为1278783.63元。5.4分部分项工程费分部分项工程费的价格以综合单价的形式计算，即完成每一规定计量单位的合格产品所需的全部费用，并考虑因发生风险而增加的费用。其费用由人工费、材料费、机械费、企业管理费和利润组成。建筑工程分部分项工程费用为3936604.61元。其中人工费为816459.11元；材料费为2078724.48元；企业管理费的计算以人工预算价与机械预算价之和为计算基数，费率为33.3%，费用为248899.91元；利润的计算以人工预算价与机械预算价之和为计算基数，费率为22%，费用为164438.38元。装饰装修工程分部分项费用为1096150.23元。其中人工费为456669.95元；材料费为536315.28元；企业管理费的计算以分部分项人工预算价为基数，费率为32.2%143 ，费用为49126.62元；利润的计算以分部分项人工预算价为基数，费率为29%，费用为44244.48元。5.5措施项目费措施项目费是指为完成项目施工，发生于该工程施工前和施工过程中非工程实体项目的费用。本工程措施费包括的内容主要有安全文明施工费用、冬雨季施工增加费、混凝土模板及支架费、脚手架费和垂直运输机械费。措施项目费由编制人员根据企业的情况自行计算。在计算措施项目的综合单价时，应根据拟建工程的施工组织设计或施工方案，详细分析其所含的工程内容，然后确定其综和单价。其综合单价的计算方法与分部分项工程综合单价的确定相同。建筑工程措施项目费用为1367504.69元。其中安全文明施工费以建筑工程分部分项中人工费预算价与机械费预算价之和为基数，费率为24.084%，费用为180015.18元；冬雨季施工增加费以建筑工程分部分项工程费为基数，费率为0.16%，费用为6298.57元。装饰装修工程措施项目费用为42141.42元。其中安全文明施工费以装饰工程人工费预算价为基数，费率为26.472%，费用为40387.58元；冬雨季施工增加费以装饰装修工程分部分项工程费为基数，费率为0.16%，费用为1753.84元。5.6工程量计算计算工程量是确定建筑工程费用，编制单位工程预算书的重要环节。只有依据施工图和计算规则准确地计算出工程量，才能正确地计算出工程的费用。工程量指标计算的质量直接影响基本建设计划和统计工作；工程量指标对于建筑企业编制施工作业计划，合理安排施工进度，组织劳动力和物资的供应都是不可缺少的。工程量也是进行基建财务与会计核算的重要指标，如正确进行已完工程价款的结算和拨付，进行成本计划执行情况的分析等，都离不开工程量指标。所以在计算工程量时一定要细心，做到计算结果准确。因此，我们在进行工程量计算时不能盲目操作，必须按照一定的顺序进行，这样才能防止漏算、重算。为便于计算和审核，对于一般建筑工程，根据施工图纸通常采用以下4种不同顺序计算工程量:（1）按顺时针顺序计算。从平面左上角开始，顺时针方向逐步计算，绕一周后回到左上角。（2）按横竖顺序计算。从平面图上的横竖方向，从左到右，先外后内，先横后竖，先上后下逐步计算。143 （3）按编号顺序计算。按图纸上注明的编号顺序计算，如钢筋混凝土构件、门窗、金属结构等，可按照图纸的编号进行计算。（4）按轴线顺序计算。对于复杂工程，计算墙体、柱子、内外粉刷时，仅按上述顺序计算还可能发生重复或遗漏，可按图纸上的轴线顺序进行计算，并将其部位以轴线号表示。5.6.1建筑面积建筑面积也称建筑展开面积，是房屋建筑的各层水平投影面积之和，包括使用面积，辅助面积和结构面积。本工程项目为6层楼，属于多层建筑物，应按多层建筑物建筑面积计算规则计算。（1）多层建筑物首层应按其外墙勒脚以上结构外围水平面积计算，二层及以上楼层应按外墙结构外围水平面积计算，层高在2.2m及以上者计算全面积。（2）多层建筑坡屋顶内，当设计不利用时，不应计算面积。（3）建筑物内的室内楼梯间应按建筑物的自然层计算。（4）室外楼梯无永久性顶盖，该层楼梯不计算面积。（5）建筑物的阳台均应按其水平投影面积的1/2计算。（6）附墙垛、台阶、墙面抹灰、装饰面、镶贴块料面层、空调室外机搁板、飘窗不计算建筑面积。根据以上规则和本工程施工图纸的内容，以首层面积计算为例进行建筑面积的计算说明：S=24.633×14.399+24.633×15.208－1.9×(4.0+3.6+2.12+3.38+1.455)×2=664.5m2脚手架分综合脚手架、单项脚手架两种形式。凡能计算建筑面积的、且由一个施工单位总承包的工业与民用建筑单位工程，均应执行综合脚手架定额；凡不能计算建筑面积而必须搭设脚手架的、或能计算建筑面积但建筑工程和装饰装修工程分别由若干个施工单位承包的单位工程和其他工程项目，可执行单项脚手架定额。根据此规定，本工程脚手架按综合脚手架计算。综合脚手架中已按每100m2建筑面积综合了内外墙砌筑架，室内外装修架，现浇构件支架模，混凝土浇灌运输道，独立柱基浇灌架等所需的各种架子在内。综合脚手架工程量按建筑物总建筑面积计算。5.6.2土方工程本工程土方工程包括平整场地、挖土方、回填土以及余土外运。（1）平整场地。平整场地是指建筑物场地挖、填土方厚度在30cm以内的找平。清单平整场地工程量按建筑物首层建筑面积计算，悬挑阳台不计算面积143 ；定额平整场地工程量按建筑物外墙外边线每边各加2m，以m2计算。具体计算公式如下：清单计算：S=首层建筑面积=664.5m2定额计算：S=664.5+2×(24.633×4+14.399+15.208+1.9×2)+16=944.378m2（2）挖基础土方。沟槽、基坑的划分：凡图示沟槽底宽在3m以内，且沟槽长大于沟槽宽的3倍以上的为沟槽；沟槽长小于槽宽3倍，且图示基底面积在20m2以内的为基坑；凡图示沟槽宽度在3m外，坑底面积在20m2外，均按挖土方计算。A.本工程基础形式为桩承台，基底面积小于20m2，所以为挖基坑土方。其中挖土深度有0.9m、1.3m、1.4m、1.5m、1.7m几种，采用的是混凝土基础垫层支模板，施工所需工作面宽度0.3m，机械挖土，坑上作业，放坡系数0.75。以CT1-400为例进行挖基坑的计算说明：公式：清单：V=a×b×h=1.0×1.0×0.9=0.9m³定额：V=(a+2C+kh)×（b+2C+kh)×h+k²h³/3=(1.0+2×0.3+0.75×0.9)×(1.0+2×0.3+0.75×0.9)+0.752×0.93/3=5.312m³B.桩承台之间为基础梁，沟槽长大于沟槽宽的3倍以上，所以为挖基槽。以JKL5(4)为例进行挖基槽的计算说明：公式：清单：V=a×b×h=0.25×0.4×5.62=0.562m³定额：V=(a+2C)×b×h=(0.25+0.3×2)×0.4×5.62=1.9108m³（3）回填土。基坑回填土的计算规则：以挖方体积减去设计室外地坪以下埋设构件（包括基础垫层、基础等）体积计算。本工程首层是建立在框架梁上面，室内外地坪高度相差0.15m，所以没有房心回填土。基坑回填采用原土回填，且分层夯实。回填土计算公式：回填土体积=挖土体积—基础、垫层及地下柱体积5.6.3砌体工程本工程室内地坪以上填充墙均采用体积密度级别为B07的蒸压加气混凝土砌块，内外墙体均为200mm厚，部分局部隔墙为120mm厚，M5.0混合砂浆砌筑，其中砂浆应采用预拌砂浆，并满足广东省标准《预拌砂浆应用技术规程》（DBJ/T15—37—2004），具体施工技术遵照《广东省非承重蒸压砖墙体工程技术规程》（DBJ/T15—32—2003）；室内地坪以下采用MU10灰砂砖，M7.5水泥砂浆砌筑，砌墙240mm厚。填充墙143 在现浇混凝土框架结构中起着围护，分隔的作用。墙长度计算规定：外墙长度按外墙中心线长度计算，内墙长度按内墙净长度计算；墙高度算至屋面板底。计算墙体时，应扣除门窗洞口、嵌入墙身的钢筋混凝土柱、梁（包括过梁、挑梁），不扣除梁头、外墙板头及每个面积在0.3m2以下的孔洞等所占的体积，突出墙面的窗台压顶线、山墙泛水等体积也不增加；框架间砌体应区别内外墙，以框架间的净空面积乘墙厚度计算。砌体工程计算公式：V=（墙长×墙高-应扣面积）×墙厚-应扣体积+应增加体积具体工程量的计算见附录9。5.6.4钢筋混凝土工程本工程基础垫层混凝土强度等级为C10，承台与基础梁混凝土等级为C30，上部结构中一层、夹层、二层墙柱混凝土强度等级为C30，梁板混凝土等级均为C25，其他构件混凝土等级为C20。（1）基础。根据本工程施工图纸可知，工程基础采用桩承台形式。基础垫层混凝土强度等级为C10，厚度100mm，每边伸出基础边100mm。桩承台混凝土工程量按图示尺寸以体积计算。以CT1-400为例说明桩承台混凝土工程的计算，其余工程量的计算过程见附录9。垫层：V=1.0×1.0×0.1=0.1m³承台：V=0.8×0.8×0.8=0.512m³（2）柱。矩形柱、异形柱清单工程量按设计图示断面尺寸乘以柱高以体积计算，不扣除构件内钢筋、预埋铁件所占体积。本工程应用的柱计算规则如下：有梁板的柱高，应按自柱基上表面（或楼板上表面）至上一层楼板上表面之间的高度计算；有梁板柱以首层KZ-7为例进行柱混凝土的计算说明，其余工程量的计算过程见附录9。　　KZ-7：V=0.3×0.4×23.35=2.802m³（3）梁。梁的混凝土工程量按图示尺寸乘以梁长以体积计算。具体有关规定如下：当主、次梁与柱连接时，梁长算至柱侧面；当次梁与柱主梁连接时，次梁长度算至柱侧面或主梁侧面；伸入墙内的梁头，应计算在梁长度之内；过梁的长度按门窗洞口外围宽度两端共加50cm计算。本工程中框架梁与板一起浇筑，以有梁板计价。以首层D轴KL6(2)为例说明梁的体积计算过程，具体的计算见附录9。　　V=0.2×0.6×(10.078-1.0-0.25-0.25)=1.029m³（4）板。现浇混凝土板的工程量，按图示面积乘以板厚以m³143 计算。有梁板包括主、次梁与板，按梁、板体积之和计算；现浇挑檐、阳台与板或梁连接时以外墙外出边线或梁外边线为界，墙或梁外部分体积为挑檐天沟、阳台的体积。各类板伸入砌体墙内的板头并入板体积内算。本工程中梁与板一起浇筑，以有梁板计价。以首层21轴与23轴和G轴与F轴相交处板为例说明板的体积的计算过程，具体工程量的计算见附录9。V=(3.8-0.1-0.125)×(1.8-0.1-0.1)×0.12=0.6864m³（5）散水。散水混凝土等级为C15，1：3水泥砂浆抹面，坡度为i=5%，散水宽600mm。散水工程量按设计图示以中心线长度计算。具体工程量的计算见附录9。（6）楼梯。本工程为现浇混凝土的直形楼梯，工程量计算按直形楼梯水平投影面积计算，不扣除宽度小于500mm的楼梯井，伸入墙内部分不另增加。具体工程量的计算见附录9。（7）钢筋工程。钢筋工程内容包括制作、绑扎、安装以及浇灌混凝土时维护钢筋等。钢筋工程按钢筋的不同品种、不同规格分别列项，HPB235级钢筋执行圆钢筋相应项目，HPB335级、HRB400级钢筋执行螺纹钢筋相应项目。现浇混凝土钢筋按图示钢筋长度乘以单位理论重量计算。计算钢筋时参照03G101-1《混凝土结构施工图平面整体表示方法制图规则和构造详图》。A.梁钢筋量计算公式：框架梁：梁上部、下部通长筋：通跨净跨长+左和右端锚入支座内长度(当支座够宽时，直锚的锚固值为Max(LaE,0.5hc+5d)；当支座不够宽时，弯锚的锚固值为Max(LaE,0.4LaE+15d,支座宽-保护层厚度+15d)端支座负筋：第一排为Ln/3+支座锚固值第二排为Ln/4+支座锚固值(锚固值同上)中间支座负筋：第一排为Ln/3×2+hc（hc为柱沿框架梁方向的宽度）第二排为Ln/4×2+hc(锚固值同上，Ln取相邻两跨的较大值）梁下部钢筋：首尾跨：本跨净长+Max(LaE,0.4LaE+15d,支座宽-保护层厚度+15d)+Max(LaE,0.5hc+5d)中间跨：本跨净长+Max(LaE,0.5hc+5d)×2构造筋：净跨长+2×15d架立筋:净跨长-左支座负筋伸入跨内长-右支座负筋伸入跨内净长+搭接长度×2箍筋：箍筋长度=(b+h)×2—保护层厚度×8+8d+11.9d×2143 箍筋根数：[（加密区长度-0.05)/加密区间距+1]×2+(净跨长-加密区长度×2)/非加密区间距-1箍筋加密区的范围：Max(1.5hb,500)根据以上规则以首层KL8(1)为例说明框架梁中钢筋的计算过程，其余具体钢筋计算见附录10：通长筋：上部;：(6.3-0.2-0.2+38×0.014×2)×2=13.928m下部：(6.3-0.2-0.2+38×0.02×2)×3=22.26m左支座负筋：第一排：[(6.3-0.2-0.2)/3+38×0.02]×2=5.453m第二排：[(6.3-0.2-0.2)/4+38×0.02]×2=4.47m右支座负筋：[(6.3-0.2-0.2)/3+38×0.022]×2=5.605m箍筋：箍筋长度：(0.25+0.6)×2-0.03×8+8×0.008+11.9×0.008×2=1.7144m箍筋加密区长度：0.9m箍筋根数：[(0.9-0.05)/0.1+1]×2+(5.9-0.9×2)/0.2-1=39根非框架梁：除端支座负筋和下部通长筋的算法与框架梁不同外，其他一样。端支座负筋长度=Ln/5+左或右支座锚入柱内的长度(锚固值取法同框架梁)下部通长筋长度=通跨净长+2×12d根据以上规则以首层L4(1)为例说明非框架梁中钢筋的计算过程，其余具体钢筋计算见附录10：通长筋：上部：(6.3-0.1-0.1+38×0.012×2)×2=14.024m下部：(6.3-0.1-0.1+2×12×0.018)×2=13.064m箍筋：箍筋长度：(0.2+0.5)×2-0.03×8+8×0.008+11.9×0.008×2=1.414m箍筋根数：(6.1-0.4)/0.2+1=30根B.板钢筋的计算公式受力筋：长度：净跨长+伸进支座长度×2+6.25d×2（伸进支座长度为Max(ha/2,5d)）根数：(净跨长度-0.05×2)/板筋间距+1端支座负筋：长度：板内净尺寸+锚入支座内长度+板厚-2×保护层厚度根数：(净跨长度-0.05×2)/负筋间距+1中间支座负筋：标注长度+弯折长度×2分布筋：长度：净跨长度-负筋标注长度×2+150×2+12.5d143 根数：负筋板内净长/分布筋间距(向上取整)根据以上规则以首层21轴与23轴和G轴与F轴相交处板为例说名板中钢筋的计算过程，其余具体钢筋计算见附录10：底筋：长度：X：3.8-0.1-0.125+0.1+0.125+6.25×0.008×2=3.9mY：1.8-0.1-0.1+0.1+0.1+6.25×0.008×2=1.9m根数：X：(1.8-0.1-0.1-0.05×2)/0.2+1=9根Y：(3.8-0.1-0.125-0.05×2)/0.2+1=19根面筋与底筋一样。C.柱钢筋的计算公式纵筋：基础插筋：水平弯折长度+竖直长度+搭接长度中间层纵筋：层高+搭接长度顶层钢筋：顶层中柱纵筋长度=顶层层高-保护层+12d+搭接长度顶层边柱分为以下两种情况：第一种是当顶板为现浇板，混凝土等级≥C20，板厚≥80mm时，边柱外侧纵筋100%锚入梁及板内。即外侧纵筋长度=顶层层高-梁高+1.5LaE+搭接长度，内侧纵筋长度=顶层层高-保护层+12d+搭接长度。第二种是当柱外侧纵向配筋率大于1.2%时，边柱分两批锚入梁内，50%锚固长度为1.5LaE，另外50%锚固长度为1.5LaE+20d。即一半外侧纵筋长度=顶层层高-梁高+1.5LaE+搭接长度，另外一半外侧纵筋长度=顶层层高-梁高+1.5LaE+20d+搭接长度，内侧纵筋长度=顶层层高-保护层+12d+搭接长度。角柱计算方法同边柱。根据以上规则以首层KZ9为例说明柱中钢筋的计算方法，其余具体钢筋工程量的计算见附录10：纵筋：3.2+55×0.022=15.3m箍筋：(0.3+0.4)×2-0.03×8+8×0.00823.8×0.008=1.414m箍筋根数：[(3.2/6)×2/0.1+1]+[3.2-(3.2/6)×2]/0.2+1=24根　5.6.5屋面工程本工程屋面采用以下五种屋面：（1）坡屋面1：当屋面下面是房间时，采用坡屋面1。40mm厚的水泥砂浆；20mm厚的水泥砂浆；50mm厚的挤塑聚苯板；2mm厚的聚氨酯防水卷材；50mm厚的水泥砂浆；20mm厚的石灰水泥砂浆；铺蓝灰色欧美彩瓦。143 （2）坡屋面2：当屋面下面是阳台或是露台时，采用坡屋面2。20mm厚1：3水泥砂浆加3%防水剂抹平；铺蓝灰色欧美彩瓦。（3）平屋面1：当下面不是房间的露台即阳台时，采用平屋面1。8-10mm厚地砖铺平拍实，缝宽5-8mm，用1：1水泥砂浆填缝；15mm厚1：3干硬性水泥砂浆，面上撒素水泥；2mm厚聚氨酯防水涂料；最薄处20mm厚1：2.5水泥砂浆掺5%防水剂找1%坡。（4）平屋面2：当下面为房间的露台时，采用平屋面2。40mm厚细石混凝土；40mm厚挤塑聚苯板；20mm厚水泥砂浆；20mm厚石灰水泥砂浆。（5）平屋面3：当下面不是房间的非上人的屋面，采用平屋面3。20mm厚1：2.5水泥砂浆抹平压光；铺一层塑料膜隔离层；2mm厚聚氨酯防水涂料；刷基层处理剂一遍；最薄处20mm厚1：2.5水泥砂浆找2%坡。具体坡屋面工程量计算见附录9。5.6.6楼地面工程本工程楼地面主要做法有:厨房地砖楼地面：20mm厚地砖楼地面层；设5mm厚1：2聚合物水泥防水砂浆防水层。卫生间地砖楼地面：20mm厚地砖楼地面层。楼地面工程包括的内容有：找平层、整体面层、块料面层、栏杆、扶手等项目。计算规则：楼地面找平层、面层按设计图示尺寸以面积计算。其中找平层、整体面层应扣除设备基础所占面积，不扣除柱、垛、间壁墙及面积在0.3m2以内的孔洞所占面积，门洞、空圈开口部分不并入相应的工程量内。楼梯面积（包括踏步、休息平台，以及小于500mm宽的楼梯井）按水平投影面积计算。踢脚线按实贴长乘高，以㎡计算。栏杆、栏板、扶手均按其中心线长度以延长米计算，弯头长度并入扶手延长米内计算。具体工程量的计算见附录9。5.6.7墙柱面工程本工程墙面做法主要有：涂料外墙面：20mm厚1：2.5水泥砂浆；20mm厚石灰水泥砂浆；米黄色涂料平涂。外墙砖外墙面：15mm厚1：2.5防水砂浆找平层；5mm厚1：2.5聚合物防水砂浆防水层面拉毛；4-5mm厚1：1水泥砂浆加水重20%801胶镶贴；湿挂石材外墙面：20mm厚1：2.5水泥砂浆；30mm143 厚1：2.5水泥砂浆，分层灌浆；20-30mm厚石板水泥浆擦缝。涂料内墙面：15mm厚1：1.6水泥石灰砂浆；5mm厚1：0.5：3水泥石灰砂浆；滚刷白色内墙涂料两遍。面砖内墙面：15mm厚1：2.5防水砂浆找平层到顶；5mm厚1：2.5聚合物防水砂浆防水层到顶；刷素水泥砂浆一遍；4-5mm厚1：1水泥砂浆加水重20%801胶镶贴；4-8mm厚面砖1：1水泥砂浆勾缝。墙柱面抹灰按垂直投影面积计算。内墙面应扣除门窗洞口和0.3m2以上的空圈所占的面积，且门窗洞口、空圈、孔洞的侧壁面积亦不增加。不扣除踢脚线、挂镜线及0.3m2以内的孔洞和墙与构件交接处的面积。附墙柱的侧面抹灰应并入墙面工程量内计算。墙面的长度以主墙面的图示净长计算，墙面高度按室内地面至天棚底面净高计算。外墙抹灰面积按垂直投影面积计算，应扣除门窗洞口和0.3m2以上的孔洞所占的面积，不扣除0.3m2以内的孔洞所占的面积，门窗洞口及孔洞侧壁面积亦不增加。附墙柱侧面抹灰面积应并入外墙面抹灰面积工程量内。柱抹灰按结构断面周长乘以高计算。具体墙柱面工程量的计算见附录9。5.6.8门窗工程门窗工程是建筑物的重要组成部分，它除了采光、通风和交通等作用外，还对建筑物的装饰效果影响很大。各类门窗制作、安装工程量，除注明者外，均按图示门窗洞口面积计算。本工程门M1为不锈钢地弹簧门，M2和M5为成品实木门，M3为成品塑钢门，M4为成品柚木门，FM为丙级防火门，TLM1、TLM2、DTM1、DTM2和DTM3为110系列金黄色喷塑铝合金推拉门，玻璃为白片钢化玻璃12mm厚。窗全部采用90系列，金黄色喷塑铝合金，白片玻璃。门联窗MLC1、MLC2在计价时按照连窗门计价。具体门窗工程量统计见附录12。5.6.9模板工程模板主要用来保证混凝土构件和结构的外形形状及尺寸、相对位置正确的周转材料。它包括模板和支撑（支架件和紧固件）系统两部分。现浇混凝土模板工程量，除另有规定者外，均应区别模板的不同材质，按混凝土与模板的接触面积以㎡计算。现浇钢筋混凝土柱、梁、板的支模高度（即室外地坪至板底或板面至板底的高度）以3.6m以内为准，超过3.6m以上部分，另按超过部分计算增加支模工程量。现浇钢筋混凝土墙、板单孔面积在0.3m2以内的孔洞，不予扣除，洞侧壁模板不增加。现浇钢筋混凝土楼梯，以图示尺寸的水平投影面积计算，不扣除小于500mm楼梯井所占面积，楼梯的踏步、踏步板平台梁等侧面模板不另行计算。143 本工程施工过程中柱、梁和板等的模板使用竹胶合板，支撑为木支撑。6经济指标分析任何资源都是有限的，建筑作为投资高、风险大的行业，对其进行经济指标分析，以确定其人力、物力和财力的运用情况是相当有必要的。在施工图预算结束后对工程进行经济指标分析，可以在施工前及时发现问题，并采取相应的措施，也可以论证工程施工的可行性，对于不可行的方案及时否定，从而避免不必要的损失。经济指标的分析对于企业降低成本，增加利润也起到了关键性的作用。根据本工程附录中的工程量和造价成果列出了经济分析表1、2、3：表1经济指标分析表一Table1Analysisofeconomicindex指标数值建筑面积（m²）指标值平米造价（元／m2）6914971.81元4327.6m²1597.88含钢量（kg／m2）217190.026kg4327.6m²50.187表2经济指标分析表二Table2Analysistwoofeconomicindex指标分部工程费用（元）工程总造价（元）指标值人工费（%）1535400.346914971.8122.204%材料费（%）3153780.346914971.8145.608%机械费（%）769290.616914971.8111.125%砌筑工程482250.136914971.816.974%混凝土工程947420.296914971.8113.701%钢筋工程1042600.196914971.8115.077%屋面工程107713.776914971.811.558%楼地面工程42036.5676914971.810.608%墙柱面工程534134.26914971.817.724%门窗工程409879.826914971.815.927%施工措施项目工程1409646.116914971.8120.385%143 表3工程综合指标分析表三Table3Analysisofengineeringindex指标项单位工程量百平米指标挖土方m3603.165413.938灰土回填m350.62641.170回填土m350.62641.170运余土m3552.53912.768砼基础m3579.686413.395砼柱m3168.79443.900砼梁m3371.53588.585砼板m3490.781611.341楼梯m320.18430.466砼基础模板m21037.665523.978砼柱模板m21710.243439.519砼梁模板m23818.758488.242砼板模板m24596.6229106.216楼梯模板m2190.32124.398砖墙m328.83280.666砌块墙m3982.819222.710门m2808.318.678窗m2149.4313.453门联窗m2113.052.612地面块料m2437.21110.103砖石砌块墙抹灰m24594.0013106.156砖石砌块墙块料m24793.1925110.759从以上经济分析表可以得知，本工程每平每平方米的造价为1597.88元，与本地框架结构每平方米造价基本符合。含钢量50.19每平方米，与多层框架结构含钢量40-60kg/㎡计算比较，计算准确。本工程143 为普通装修，且部分楼地面要求进行二次装修，二次装修部分的工程造价没有计算在本工程造价之内，所以装饰装修工程在总造价中所占的比例较低，只占18.49%。材料费在本工程中所占比例大，占到了45.61%，本部分也是施工中控制的重点，作为施工企业，应该制定材料应用计划，合理应用材料，通过减少损耗获得利润。7结论由于笔者的经验、能力和知识水平有限，在计算工程量时难免会漏算、错算，计价套定额时也会出现一些错误，所以此次编制施工图预算只能作为一个学习的过程。在以后的工作学习当中总结这次毕业设计的经验，不断提高自己的知识水平，提高预算的准确性，那才能达到此次设计的真正目。参考文献[1]周小佳.浅议建筑工程造价的控制管理[J].研究与探讨，2007，（7）：38-39[2]齐兵.浅析降低建筑工程造价的措施[J].建筑经济，2013，第11期：45-50[3]柴甫顺.浅谈正确使用建设工程预算定额的重要意义[J].林业科技情报，2003：37-40[4]王福阳，胡晓光.建筑工程施工图预算与竣工决算中内墙抹灰工程量计算方法的探讨[J].工业技术经济，1998，18(5)：123-124[5]张世俊.浅谈对建筑工程造价的控制[J].科技情报开发与经济，2004，14(10)：299-300[6]郭婧娟.建设工程定额及概预算[M].北京:北方交通大学出版社，2003：50-60[7]向鹏成，任宏.我国工程造价管理的发展趋势及对策[J].《中国工程咨询》，2003年第12期[8]甘文成，田继平.关于我国工程造价管理改革中的几个问题[M].建筑管理现代化：40-50[9]徐剑等.建筑识图和房屋构造[M].第2版.北京:金盾出版社,2004：62-70[10]石雷.浅论建筑工程造价的确定和控制[J].中国工程查询，2006，3(67)：36-37[11]李希伦.建设工程工程量清单计价编制使用手册[M].北京：中国计划出版社，2009：60-65[12]胡磊.建设工程工程量清单计价编制实例[M].北京：中国建筑工业出版社，2011：30-40[14]陈青来.钢筋混凝土结构平法设计与施工规则[M].北京：中国建筑工业出版社，2007：45-60[15]张晓健，张英钢.工程造价控制的分析[J].建筑市场与招标投标,2011：30-45[16]刘辉.工程量清单计价模式研究[J].《当代经济》，2014年第6期[17]闫晓丽.建筑工程施工图预算编制探讨[J].建设经济，2013年第32期[18]鲍尚.浅析施工图预算的内容及编制[J].建设经济，2014年第5期[19]R.MaxWidemanProjectCostControl:TheWayitWorks.[M].21Dec2011[20]K.Bouleimen,H.Lecocq.Anewefficientsimulatedannealingalgorithmfortheresource-constrainedschedulingproblem[M].TechnicalReport.2010143 致谢此次毕业设计是在吴凤平老师的悉心指导下才得以顺利完成的。吴老师工作严谨，知识渊博，为人正直，对待学生要求严格却不失和蔼可亲，是我们学习的榜样，是我们的良师益友！感谢吴老师在百忙之中牺牲休息时间，从课题的选择到最终论文的完成，都一直给予我帮助和支持！感谢吴老师在我思想懒惰的时候开导并督促我！感谢吴老师在我遇到困难的时候悉心的指点！　附录附录1：附表1建筑工程总造价表附录2：附表2装饰装修工程总造价表附录3：附表3主要材料及人工价差分析表附录4：附表4建筑工程分部分项工程量清单计价表附录5：附表5装饰装修分部分项工程清单计价表附录6：附表6建筑工程分部分项工程量清单计价表（带定额）附录7：附表7装饰装修分部分项工程量清单计价表（带定额）附录8：附表8建筑工程施工措施项目清单计价表（带定额）附录9：附表9工程量计算书附录10：附表10钢筋量计算书附录11：附表11钢筋用量统计表附录12：附表12门窗统计表附录13：附图1建筑设计说明附录14：附图2结构设计说明附录15：附图3一层平面图附录16：附图4二层板结构施工图143 附录1附表1建筑工程总造价表Table1ThetotalcostoftheConstructionworkTable工程内容计费基础说明费率%金额分部分项工程费3936604.61人工费人工费816459.11材料费材料费+主材费2078724.48机械费机械费628082.73企业管理费人工预算价+机械预算价33.3248899.91利润人工预算价+机械预算价22164438.38措施项目费1367504.69安全文明施工费人工费预算价+机械费预算价24.084180015.18冬雨季施工增加费分部分项工程费0.166298.57施工措施项目费1181190.94能计量的部分1181190.94人工费人工费390646.12材料费材料费+主材费270700.22机械费机械费319777.11企业管理费人工预算价+机械预算价33.3120474.64利润人工预算价+机械预算价2279592.85规费183049.34工程排污费分部分项工程费+措施项目费+其他项目费0.416491.67职工教育经费（分部分项工程费+措施项目费+计日工）中人工费总额1.512246.89其他规费（分部分项工程费+措施项目费+计日工）中人工费总额18.9154310.77其中：工伤保险费0.97348.13143 （分部分项工程费+措施项目费+计日工）中人工费总额税金3.461149029.54合计5636188.18附录2附表2装饰装修工程总造价表Table2TheDecorationthetotalprojectcostTable工程内容计费基础说明费率%金额分部分项工程费1096150.23人工费人工费456669.95材料费材料费+主材费536315.28机械费机械费9793.89管理费分部分项人工预算价32.249126.62利润分部分项人工预算价2944244.48措施项目费42141.42安全文明施工费人工费预算价26.47240387.58冬雨季施工增加费分部分项工程费0.161753.84规费97713.83工程排污费分部分项工程费+措施项目费+其他项目费0.44553.17职工教育经费（分部分项工程费+措施项目费+计日工）中人工费总额1.56850.05其他规费（分部分项工程费+措施项目费+计日工）中人工费总额18.986310.62其中：工伤保险费（分部分项工程费+措施项目费+计日工）中人工费总额0.94110.03税金3.46142778.14966合计1278783.63143 附录3附表3主要材料及人工价差分析表Table3ThemainMaterialandLaborspreadsAnalysis序号编码名称单位数量基期单价市场单价价差合计建筑工程A、人工工资调整<不含机上人工工日>合计542066.8681RG00003综合人工(土建)工日12044.3573075541996.0472RG00003-1综合人工(装饰)工日1.161309170.821B、材料价差合计<不含机上部分>1BM4654螺纹钢HRB400Ⅲ级Φ6t28906.84166.014166.01—2BM19螺纹钢HRB400Ⅲ级Φ8t12605.164063.514063.51—3BM21螺纹钢HRB400Φ12t5397.844114.764114.76—4BM22螺纹钢HRB400Φ14t10119.424012.264012.26—5BM23螺纹钢HRB400Φ16t14282.043909.763909.76—6BM24螺纹钢HRB400Φ18～Φ25t32400.33909.763909.76—C、机械台班费价差合计263282.481JXRG人工工日1929.163307586812.332JXFTZ机械费调整元-11705.13611—3JX00043混凝土震捣器(插入式)台班118.47610.710.7—4JX00044混凝土震捣器(平板式)台班55.3112.8512.85—5CL05342草袋条418.6711—6CL05835枕木m30.24943943—7JX00488机械台班的镀锌铁丝D4.0kg213.4184.14.1—8JX02476橡胶板m20.7833.1514-14.94143 9JX00587架线次14.479450450—10J1-34履带式拖拉机功率(kW)75大台班0.714486.54785.64213.59续附表3序号编码名称单位数量基期单价市场单价价差合计11J4-34洒水车罐容量(L)4000中台班0.084375.55535.2413.4812J1-68夯实机电动夯击能力(Nm)20-62小台班7.91822.729.2151.5513J1-2履带式推土机功率(kW)75大台班0.332526.1823.8598.8214J3-6履带式起重机提升质量(t)15大台班17.684566.35780.453786.0415J3-37塔式起重机起重力矩(kNm)600大台班7.493399.5511.04835.7716J4-30机动翻斗车装载质量(t)1小台班35.27492.81161.012405.6517J5-20皮带运输机带长×带宽(m)15×0.5小台班7.493123.75176.82397.6518J6-11单卧轴式混凝土搅拌机出料容量350L(小型)台班89.737114.81185.096306.719J6-16灰浆搅拌机拌筒容量(L)200小台班14.78848.8497.21715.2820J3-17汽车式起重机提升质量(t)5中台班12.017390.13524.321612.5221J4-6载货汽车装载质量(t)6中台班49.028338.37511.278476.9922J7-12木工圆锯机直径(mm)Φ500小台班18.09121.5931170.2423J5-10电动卷扬机单筒慢速牵引力(KN)50小台班57.37675.56133.733337.5624J7-2钢筋切断机直径(mm)φ40小台班26.13136.9949.57328.7325J7-3钢筋弯曲机直径(mm)φ40小台班106.34721.9927.01533.8626J9-27点焊机容量(KVA)长臂75中台班12.026144.79250.41270.0327J9-12对焊机容量(KVA)75小台班7.574128.88222.06705.7728J9-8直流弧焊机功率(kW)32小台班40.08112.2193.893274.129J4-24平板拖车组装载质量(t)40台班19.6841552.181862.946116.84143 大30J1-3履带式推土机功率(kW)90大台班0.5646963.07158.5431J3-21汽车式起重机提升质量(t)20大台班48.367990.761228.5611501.67续附表3序号编码名称单位数量基期单价市场单价价差合计32J1-41履带式单斗挖掘机液压斗容量(m3)0.6大台班2.746458.92678.53602.9633J3-41自升式塔式起重机起重力矩(kNm)1000大台班250.5620.04776.6939240.8334J5-8电动卷扬机单筒慢速牵引力(KN)10小台班250.562.89119.1614095.6435J1-46履带式单斗挖掘机液压斗容量(m3)2大台班0.51054.411472.61209.136J4-26平板拖车组60t台班21884.862242.91716.137J1-86强夯机械夯击能量(kNm)2000大台班0.51153.31407.84127.2738J4-4载货汽车装载质量(t)4中台班2291.65434.19285.0839J4-10载货汽车装载质量(t)15大台班39.367781.851090.1812138.0340J4-7载货汽车装载质量(t)8大台班37.367409.04590.66784.3541J2-3履带式柴油打桩机冲击部分质量(t)5大台班9.3422028.252325.782779.4742J3-24汽车式起重机提升质量(t)40大台班101654.71931.4276743J4-14自卸汽车装载质量(t)5中台班6.163383.14548.11016.6644J13-24柴油打桩机5t以内台班17.68410703.2113158.1143411.22D、按基期材料价格计算的材料费合计1436145.636装饰装修工程A、人工工资调整<不含机上人工工日>合计304102.7931RG00003-1综合人工(装饰)工日4703.2533091286898.4512RG00003综合人工(土建)工日382.319307517204.342B、材料价差合计<不含机上部分>43431.799143 1CL04631水泥32.5级kg137206.0060.280.42119346.0472CL06267粗净砂m3329.20857.61168.0136344.5853CL00797聚氨脂甲料kg729.93117.7717.77—4CL00799聚氨脂乙料kg1141.95716.7516.75—续附表3序号编码名称单位数量基期单价市场单价价差合计5CL01761文化石m22329.2681616—6CL00588硬原木m319.115710710—7CL01766平板玻璃6mmm2405.36828.5521.32-2930.8118CL03456铝合金型材kg1402.4463030—9CL01770钢化玻璃12mmm2334.21811587.09-9328.02210CL01477塑钢门(带亮)(成品)m2125.03145145—11CL01466铝合金推拉门(不含玻璃)m2278.323178178—12CL01473铝合金推拉窗(不含玻璃)m292.293165165—13CL01468铝合金百页窗m2298.96180180—14CL01818墙面砖95×95m21866.2761616—C、机械台班费价差合计3387.071JXRG人工工日66.97830753013.992JX01103抛光机台班1.3313.7913.79—3JX00759石料切割机台班51.52213.7913.79—4JX00782制作安装综合机械台班3.643254.99254.99—5J6-16灰浆搅拌机拌筒容量(L)200小台班65.46448.8497.213166.486J7-71管子切断机直径(mm)φ60小台班8.4216.8218.715.837J9-2交流弧焊机容量(KVA)32小台班1.33101.91184.75110.148J7-114电锤500W台班148.5258.448.9981.69143 9J6-11单卧轴式混凝土搅拌机出料容量350L(小型)台班0.182114.81185.0912.7610J6-6双锥反转出料混凝土搅拌机出料容量(L)350小台班0.00385.58147.640.17D、按基期材料价格计算的材料费合计480829.603附录4附表4建筑工程分部分项工程量清单计价表Table4ConstructionEngineeringsub-partoftheBillofQuantitiesTable序号项目编码项目名称及特征描述单位工程量综合单价合价1010101001001平整场地m2664.53.962631.422010101003001挖基础土方1.一、二类土2.桩承台3.挖土深度为2m以内m3303.4588.6926914.083010103001001土(石)方回填1.一、二类土2.夯填m3191.3521.494112.464010201001001预制钢筋混凝土桩m1675.8100.79168901.545010302001001实心砖墙1.MU10灰砂砖2.砌墙240mm厚3.M7.5水泥砂浆m328.83300.628666.826010302004001填充墙1.B07的蒸压加气砌块2.外、内墙厚均为200，部分隔墙为120厚3.M5.0混合砂浆砌筑m3942.07415.24391184.797010401005001桩承台基础m3210.14495.04104028.68010402001001矩形柱1层、夹层混凝土等级为C30,2层以上为C25m3168.79607.4102523.489010403001001基础梁C30m339.37530.5320886.7810010403002001矩形梁C25m3357.93510.97182891.7911010403005001过梁1.钢筋砖过梁：MU10砖，M10混合砂浆砌筑2.钢筋砼过梁：砼等级强度为C20m313.61651.138861.8312010405001001有梁板C25m3438.14510.98223878.7513010405007001天沟、挑檐板m313.92631.48789.0414010405008001雨篷、阳台板C25m326.68515.9913766.59143 15010406001001直形楼梯1.砼等级：C252.1：2.5水泥砂浆3.1：1.5水泥金刚砂4.扶手为镀锌钢管m298.83155.415358.5416010407002001散水、坡道C15m229.77497.0714797.6917010401006001垫层C10m330.45475.314472.7518010416001002现浇混凝土钢筋t9.6515764.0755629.07续附表4序号项目编码项目名称及特征描述单位工程量综合单价合价19010416001001现浇混凝土钢筋t84.1266020.9506513.8920010416001003现浇混凝土钢筋t0.1466864.21002.1721010416001004现浇混凝土钢筋t8.7385564.2548620.3722010416001005现浇混凝土钢筋t2.4715280.3113047.6523010416001006现浇混凝土钢筋t1.7425085.198858.3924010416001007现浇混凝土钢筋t1.0874928.555357.3425010416001008现浇混凝土钢筋t3.9414839.2419071.4526010416001010现浇混凝土钢筋t12.3583708.5545830.2427010416001012现浇混凝土钢筋t5.2923760.6719901.4728010416001014现浇混凝土钢筋t14.0023623.6350738.1229010416001018现浇混凝土钢筋t3.733708.1813831.5130010416001017现浇混凝土钢筋t8.952368933023.9331010416001016现浇混凝土钢筋t11.2523667.6641268.5132010416001015现浇混凝土钢筋t7.8313653.5428610.8733010416001013现浇混凝土钢筋t9.9213703.6136743.534010416001011现浇混凝土钢筋t1.6953862.36546.635010416001009现浇混凝土钢筋t28.343811.05108005.11143 分部小计2355906.19附录5附表5装饰装修分部分项工程清单计价表Table5Decorationsub-partoftheBillofQuantitiesTable序号项目编码项目名称及特征描述单位工程量综合单价合价1010406001001直形楼梯1.砼等级：C252.1：2.5水泥砂浆3.1：1.5水泥金刚砂4.扶手为镀锌钢管m298.83191.6618942.022010701001001瓦屋面坡屋面1：1.蓝灰色欧美彩瓦2.水泥砂浆110mm3.挤塑聚苯板40mm3.聚氨酯防水卷材2mm4.石灰水泥砂浆20mm坡屋面2：1.蓝灰色欧美彩瓦2.20mm厚1：3水泥砂浆加3%防水剂m2633.79151.3195896.453010702003001屋面刚性防水平屋面2：1.40mm挤塑聚苯板2.20mm水泥砂浆3.20mm石灰水泥砂浆4.40mm细石混凝土m2461.4767.524010702002001屋面涂膜防水平屋面1：1.地砖铺平拍实2.40mm厚1：3干硬性水泥砂浆平屋面3：1.20mm厚1：2.5水泥砂浆抹平压光2.铺一层塑料膜隔离层3.2mm厚聚氨酯防水涂料4.基层处理剂一遍m2105.59111.2811749.85020102002001块料楼地面厨房：1.5mm厚1：2聚合物水泥砂浆防水层2.地砖楼地面卫生间：20mm厚地砖楼地面m2428.3698.13420366020204001001石材墙面1.1：2，5水泥砂浆50mm厚2.水泥砂浆擦缝m21035.356.967206.92143 7020204003001块料墙面WQZWQM:1.文化石2.15mm厚1：2.5mm防水砂浆找平层3.5mm厚1：2.5聚合物防水砂浆防水层面拉毛4.5mm厚水泥砂浆加水重20%801胶镶贴5.8mm厚外墙砖1:1水泥砂浆勾缝TLWQM:1.20mm1:2.5水泥砂浆2.20mm石灰水泥砂浆3.米黄色m211518.9345.74526927.28续附表5序号项目编码项目名称及特征描述单位工程量综合单价合价7020204003001涂料平涂TLNQM：1.15mm厚1：1.6水泥石灰水泥砂浆2.5mm厚1：0.5:3水泥石灰砂浆3.滚刷白色内墙涂料两遍MZNQM:1.15mm厚1:2.5防水砂浆找平层2.5mm厚1：2.5聚合物防水砂浆3.刷素水泥浆一遍4.1：1水泥砂浆加水重20%801胶镶贴5.面砖1：1水泥砂浆勾缝m211518.9345.74526927.288020401003001实木装饰门樘132313.8441427.29020401008001连窗门1.推拉窗，单扇门2.铝合金，白片钢化玻璃12厚樘303017.990536.9910020402002001金属推拉门白片钢化玻璃12厚樘82694.321554.4211020402003001金属地弹门铝合金弹簧门樘2536.791073.5812020402005001塑钢门樘74318.8623595.7813020404005001全玻门(带扇框)樘521591.5882762.214020406001001金属推拉窗铝合金、白片玻璃樘75442.0333152.3115020406002001金属平开窗窗类型：飘窗樘931087.45101132.95143 16020401006001木质防火门丙级防火门樘20732.2214644.39附录6附表6建筑工程分部分项工程量清单计价表（带定额）Table6ConstructionEngineeringsub-partoftheBillofQuantitiesTable序号项目编码项目名称及特征描述单位工程量综合单价合价1010101001001平整场地m2664.53.962631.42A1-31平整场地100m2944.378288.512631.422010101003001挖基础土方1.一、二类土2.桩承台3.挖土深度为2m以内m3303.4588.6926914.08A1-4挖沟槽一、二类土深度2m以内100m30.60892162.441316.71A1-13挖基坑一、二类土深度2m以内100m39.44822709.2325597.373010103001001土(石)方回填1.一、二类土2.夯填m3191.3521.494112.46A1-29回填土夯填100m31.40722922.444112.464010201001001预制钢筋混凝土桩m1675.8100.79168901.54A4-116预制砼桩尖10m329.9725635.31168901.545010302001001实心砖墙1.MU10灰砂砖2.砌墙240mm厚3.M7.5水泥砂浆m328.83300.628666.82A3-1砖基础10m32.8833006.188666.826010302004001填充墙1.B07的蒸压加气砌块2.外、内墙厚均为200，部分隔墙为120厚3.M5.0混合砂浆砌筑m3942.07415.24391184.79A3-46砌块墙加气混凝土砌块10m398.28193980.23391184.797010401005001桩承台基础m3210.14495.04104028.6143 A4-79现浇砼独立基础混凝土10m321.014224950.39104028.68010402001001矩形柱m3168.79607.4102523.48A4-83现浇砼柱矩形10m316.87946073.88102523.489010403001001基础梁C30m339.37530.5320886.78A4-87现浇砼基础梁10m33.93735304.8520886.78续附表6序号项目编码项目名称及特征描述单位工程量综合单价合价10010403002001矩形梁C25m3357.93510.97182891.79A4-98现浇砼有梁板C2510m335.79265109.77182891.7911010403005001过梁m313.61651.138861.83A4-91现浇砼过梁10m31.3616511.268861.8312010405001001有梁板m3438.14510.98223878.75A4-98现浇砼有梁板C2510m343.81395109.77223878.7513010405007001天沟、挑檐板m313.92631.48789.04A4-110现浇砼天沟挑檐10m31.39186314.878789.0414010405008001雨篷、阳台板m326.68515.9913766.59A4-100现浇砼平板10m32.66795160.0913766.5915010406001001直形楼梯1.砼等级：C252.1：2.5水泥砂浆3.1：1.5水泥金刚砂4.扶手为镀锌钢管m298.83155.415358.54A4-102现浇砼楼梯直形10m29.88251554.1215358.5416010407002001散水、坡道C15m229.77497.0714797.69B1-1换水泥砂浆混凝土或硬基层上20mm换为【水泥砂浆1：1】m30.148851895.91282.21BA3-1混凝土散水m31.78628126.4614515.4917010401006001垫层C10m330.45475.314472.75A3-101混凝土垫层10m33.04514752.814472.75143 18010416001002现浇混凝土钢筋t9.6515764.0755629.07A4-4圆钢筋直径10mmt9.6515764.0755629.0719010416001001现浇混凝土钢筋t84.1266020.9506513.89A4-3圆钢筋直径8mmt84.1266020.9506513.8920010416001003现浇混凝土钢筋t0.1466864.21002.17续附表6序号项目编码项目名称及特征描述单位工程量综合单价合价A4-2圆钢筋直径6.5mmt0.1466864.21002.1721010416001004现浇混凝土钢筋t8.7385564.2548620.37A4-16螺纹钢直径12mmt8.7385564.2548620.3722010416001005现浇混凝土钢筋t2.4715280.3113047.65A4-17螺纹钢直径14mmt2.4715280.3113047.6523010416001006现浇混凝土钢筋t1.7425085.198858.39A4-18螺纹钢直径16mmt1.7425085.198858.3924010416001007现浇混凝土钢筋t1.0874928.555357.34A4-20螺纹钢直径20mmt1.0874928.555357.3425010416001008现浇混凝土钢筋t3.9414839.2419071.45A4-21螺纹钢直径22mmt3.9414839.2419071.4526010416001010现浇混凝土钢筋t12.3583708.5545830.24A4-15换螺纹钢直径10mm换为【螺纹钢HRB400Ⅲ级Φ8】t12.3583708.5545830.2427010416001012现浇混凝土钢筋t5.2923760.6719901.47A4-16换螺纹钢直径12mm换为【螺纹钢HRB400Φ12】t5.2923760.6719901.4728010416001014现浇混凝土钢筋t14.0023623.6350738.12A4-18换螺纹钢直径16mm换为【螺纹钢HRB400Φ16】t14.0023623.6350738.12143 29010416001018现浇混凝土钢筋t3.733708.1813831.51A4-22换螺纹钢直径25mm换为【螺纹钢HRB400Φ18～Φ25】t3.733708.1813831.5130010416001017现浇混凝土钢筋t8.952368933023.93A4-21换螺纹钢直径22mm换为【螺纹钢HRB400Φ18～Φ25】t8.952368933023.9331010416001016现浇混凝土钢筋t11.2523667.6641268.51续附表6序号项目编码项目名称及特征描述单位工程量综合单价合价A4-20换螺纹钢直径20mm换为【螺纹钢HRB400Φ18～Φ25】t11.2523667.6641268.5132010416001015现浇混凝土钢筋t7.8313653.5428610.87A4-19换螺纹钢直径18mm换为【螺纹钢HRB400Φ18～Φ25】t7.8313653.5428610.8733010416001013现浇混凝土钢筋t9.9213703.6136743.5A4-17换螺纹钢直径14mm换为【螺纹钢HRB400Φ14】t9.9213703.6136743.534010416001011现浇混凝土钢筋t1.6953862.36546.6A4-15换螺纹钢直径10mm换为【螺纹钢HRB400Φ10】t1.6953862.36546.635010416001009现浇混凝土钢筋t28.343811.05108005.11A4-15换螺纹钢直径10mm换为【螺纹钢HRB400Ⅲ级Φ6】t28.343811.05108005.11分部小计2355906.19143 附录7附表7装饰装修分部分项工程量清单计价表（带定额）Table7Decorationsub-partoftheBillofQuantitiesTable序号项目编码项目名称及特征描述单位工程量综合单价合价1010406001001直形楼梯1.砼等级：C252.1：2.5水泥砂浆3.1：1.5水泥金刚砂4.扶手为镀锌钢管m298.83191.6618942.02B1-7换水泥砂浆楼梯换为【水泥砂浆1：2.5】100m20.98835697.595630.93B1-107楼梯、台阶踏步防滑条金刚砂100m3.2924426.651404.69B1-162换不锈钢管栏杆直线型竖条式换为【镀锌钢管Φ25】100m0.886313433.8311906.42010701001001瓦屋面坡屋面1：1.蓝灰色欧美彩瓦2.水泥砂浆110mm3.挤塑聚苯板40mm3.聚氨酯防水卷材2mm4.石灰水泥砂浆20mm坡屋面2：1.蓝灰色欧美彩瓦2.20mm厚1：3水泥砂浆加3%防水剂m2633.79151.3195896.45A8-1水泥瓦屋面板子上或橼子挂瓦条上铺设100m26.33791446.179165.65A8-62聚氨脂涂膜防水屋面2mm厚100m25.85965240.1930705.42B1-1水泥砂浆混凝土或硬基层上20mm100m25.945461753.0410422.61B1-3水泥砂浆每增减1mm100m20.969.462.46A8-70掺无机盐铝防水剂防水砂浆(2cm)100m25.85962633.4115430.72B1-1换水泥砂浆混凝土或硬基层上20mm换为【石灰砂浆1:3】100m25.85961587.49301.51143 A9-238换30mm厚聚苯板保温层换为【聚苯乙烯泡沫板50mm】100m27.79322670.0320808.083010702003001屋面刚性防水平屋面2：1.40mm挤塑聚苯板2.20mm水泥砂浆3.20mm石灰水泥砂浆4.40mm细石混凝土m2461.4767.52B1-1水泥砂浆混凝土或硬基层上20mm100m20.00921753.0416.13B1-1换水泥砂浆混凝土或硬基层上20mm换为【石灰砂浆1:3】100m20.00921587.414.6续附表7序号项目编码项目名称及特征描述单位工程量综合单价合价A9-238换30mm厚聚苯板保温层换为【聚苯乙烯泡沫板50mm】100m20.006122670.0316.34B1-4细石混凝土30mm100m20.006122192.8913.42B1-5细石混凝土增减1mm100m20.170.297.034010702002001屋面涂膜防水平屋面1：1.地砖铺平拍实2.40mm厚1：3干硬性水泥砂浆平屋面3：1.20mm厚1：2.5水泥砂浆抹平压光2.铺一层塑料膜隔离层3.2mm厚聚氨酯防水涂料4.基层处理剂一遍m2105.59111.2811749.8A8-62聚氨脂涂膜防水屋面2mm厚100m21.05595240.195533.12A8-135换填缝沥青砂浆换为【水泥砂浆1：1（勾缝）】100m0.6807738.35502.6B1-1水泥砂浆混凝土或硬基层上20mm100m21.05591753.041851.03B1-3水泥砂浆每增减1mm100m20.269.413.88B1-1换水泥砂浆混凝土或硬基层上20mm换为【水泥砂浆1：2.5】m32.11171822.793849.185020102002001块料楼地面厨房：1.5mm厚1：2聚合物水泥砂浆防水层2.地砖楼地面卫生间：20mm厚地砖楼地面m2428.3698.1342036B1-6水泥砂浆楼地面100m21.5792169.463425.57B2-15195×95面砖(水泥砂浆粘贴)100m24.27529031.2638610.43143 面砖灰缝(mm)20内6020204001001石材墙面1.1：2，5水泥砂浆50mm厚2.水泥砂浆擦缝m21035.356.967206.92B1-1换水泥砂浆混凝土或硬基层上20mm换为【水泥砂浆1：2.5】100m23.94181822.797185.06B1-3换水泥砂浆每增减1mm换为【水泥砂浆1：2.5】100m20.372.8521.867020204003001块料墙面WQZWQM:1.文化石2.15mm厚1：2.5mm防水砂浆找平层3.5mm厚1：2.5聚合物防水砂浆防水层面拉毛4.5mm厚水泥砂浆加水重20%801胶镶贴5.8mm厚外墙砖1:1水泥砂浆勾m211518.9345.74526927.28续附表7序号项目编码项目名称及特征描述单位工程量综合单价合价7020204003001缝TLWQM:1.20mm1:2.5水泥砂浆2.20mm石灰水泥砂浆3.米黄色涂料平涂TLNQM：1.15mm厚1：1.6水泥石灰水泥砂浆2.5mm厚1：0.5:3水泥石灰砂浆3.滚刷白色内墙涂料两遍MZNQM:1.15mm厚1:2.5防水砂浆找平层2.5mm厚1：2.5聚合物防水砂浆3.刷素水泥浆一遍4.1：1水泥砂浆加水重20%801胶镶贴5.面砖1：1水泥砂浆勾缝m211518.9345.74526927.28B2-150换95×95面砖(水泥砂浆粘贴)面砖灰缝(mm)10内100m217.63548571.31151158.52BB2-12外墙面粘贴材料水泥砂浆100m21.07469453.0710158.27B2-13换一般抹灰抹石灰砂浆毛石墙面换为【石灰砂浆1:4】100m211.96562541.2730407.86B2-17换一般抹灰墙面、墙裙抹水泥砂浆砖墙换为【无机铝盐防水砂浆(重量比)1：2.5：0.35：0.07】100m20.24181934.48467.76B1-1水泥砂浆混凝土或硬基层上20mm100m288.73861753.04155562143 BB2-12换外墙面粘贴材料水泥砂浆换为【水泥砂浆1：2.5】换为【无机铝盐防水剂】100m221.43048360.69179172.868020401003001实木装饰门樘132313.8441427.2B4-98实木镶板门扇(凸凹型)100m22.639413594.0835880.22B4-97实木门框100m2.63942101.615546.989020401008001连窗门1.推拉窗，单扇门2.铝合金，白片钢化玻璃12厚樘303017.990536.99B4-51铝合金门窗制作、安装单扇平开门带上亮100m21.130541717.7347161.89B4-55换铝合金门窗制作、安装单扇平开窗带上亮换为【钢化玻璃12mm】100m20.273543129.8111796续附表7序号项目编码项目名称及特征描述单位工程量综合单价合价B4-61换铝合金门窗制作、安装推拉窗双扇带亮换为【钢化玻璃12mm】100m20.85736848.4131579.0910020402002001金属推拉门白片钢化玻璃12厚樘82694.321554.42B4-114无框全玻门100m20.88224438.1221554.4211020402003001金属地弹门铝合金弹簧门樘2536.791073.58B4-71铝合金门窗(成品)安装地弹门100m20.06616266.361073.5812020402005001塑钢门樘74318.8623595.78B4-85塑钢门窗安装塑钢门(全板)带亮100m21.302418117.1623595.7813020404005001全玻门(带扇框)樘521591.5882762.2B4-73铝合金门窗(成品)安装推拉门100m22.899228546.5782762.214020406001001金属推拉窗铝合金、白片玻璃樘75442.0333152.31B4-74换铝合金门窗(成品)安装推拉窗换为【钢化玻璃12mm】100m20.971534124.8733152.3115020406002001金属平开窗窗类型：飘窗樘931087.45101132.95A4-158预制砼窗台板10m30.726120822.7715119.42B4-31换100m20.011351182.33578.36143 圆形玻璃窗、木百页窗、天窗圆形及半圆形玻璃窗换为【钢化玻璃12mm】B4-76换铝合金门窗(成品)安装平开窗换为【钢化玻璃12mm】100m20.511534715.3317756.89B4-79铝合金门窗(成品)安装百页窗100m22.989622637.9167678.2816020401006001木质防火门丙级防火门樘20732.2214644.39B4-94防火门木质100m20.29427063.377956.63B4-117门窗套不带木筋100m20.29411986.663524.08B4-145闭门器安装明装付20158.183163.68附录8附表8建筑工程施工措施项目清单计价表（带定额）Table8BuildingConstructionmeasuresthelistofitemsdenominatedTable序号项目编码项目名称及特征描述单位工程量综合单价合价1JC0101019001平板m2258.3249.912891.4A12-110平板竹胶合板模板木支撑100m22.58324990.4812891.42040202001001垫层m2127.8338.544926.35A12-33混凝土基础垫层木模板100m21.27833853.834926.353JC0101005001桩承台基础m2527.9844.6223561A12-37独立式桩承台竹胶合板模板木支撑100m25.27984462.48235614JC0101006001矩形柱m21710.2448.4682879.18A12-60矩形柱竹胶合板模板木支撑100m217.10244820.3282439.07A12-67柱支撑高度超过3.6m每增加1m木支撑100m21.1252391.14440.115JC0101009001基础梁m2288.4647.4513688.65A12-71基础梁竹胶合板模板木支撑100m22.88464745.4313688.656JC0101010001矩形梁m23630.8557.03207082.27A12-102有梁板竹胶合板模板木支撑100m236.30855703.41207082.277JC0101013001过梁m2187.971.613454.28A12-77过梁竹胶合板模板木支撑100m21.8797160.3413454.28143 8JC0101017001有梁板m24142.0657.03236238.68A12-102有梁板竹胶合板模板木支撑100m241.42065703.41236238.689JC0101023001直形楼梯m298.83155.5215370.23A12-116楼梯直形木模板木支撑10m2投影面积9.88251555.315370.2310010101001002平整场地m2944.3780.76717.727A1-91场地平整推土机75km1000m20.944756.05717.72711010101003002挖基础土方m31005.713.463482.4A1-76液压挖掘机挖土斗容量0.5M3深2.5M以内一二类1000m31.005713462.633482.412010201001002预制钢筋混凝土桩根1263014.98379886.9续附表8序号项目编码项目名称及特征描述单位工程量综合单价合价A2-3换轨道式柴油打桩机打预制方桩(桩长在m以内)18一级换为【柴油打桩机5t以内】10m329.97212674.73379886.913010103001002土(石)方回填m31005.716.736768.35A1-96人工装土、自卸汽车((载重6.5t)运距1km以内1000m30.1407227543.433875.91A1-97人工装土、自卸汽车((载重6.5t)运距每增加1km以内1000m30.864993343.92892.4414JC0203001001其他脚手架项1154176.64154176.64BA11-11建筑物综合脚手架框架、剪力墙结构多高层建筑檐口高24m以内100m243.2763562.64154176.6415JC0301001001建筑物垂直运输费m21318377.57318377.57A13-2换塔吊建筑檐口高50m以内换为【自升式塔式起重机起重力矩(kNm)1000大】台班2501119.57279893.03A13-6换卷扬机建筑物檐口高30m以内换为【电动卷扬机单筒慢速牵引力(KN)10小】台班250153.9438484.5416JC0401001001土石方机械进出场及安拆费项111706.3511706.35J13-18履带式挖掘机1m3以外台次16845.556845.55J13-19履带式推土机90kW以内台次14860.84860.8143 17JC0401002001地基强夯处理机械进出场及安拆费项111539.3211539.32J13-23强夯机械台次111539.3211539.3218JC0401003001桩工机械进出场及安拆费项114327.7514327.75J13-24柴油打桩机5t以内台次114327.7514327.7519JC0401004001建筑物垂直机械进出场及安拆费项169484.0869484.08J13-7换自升式塔式起重机换为【自升式塔式起重机起重力矩(kNm)1000大】台次134983.4534983.45J13-7换自升式塔式起重机换为【电动卷扬机单筒慢速牵引力(KN)10小】台次134500.6334500.63分部小计1573930.07附录9附表9工程量计算式表Table9EngineeringcalculationTable编码项目名称/构件名称/位置/工程量明细单位工程量010101001001平整场地m²664.5A1-31平整场地100m²944.378PZCD-1664.5+2×（24.633×4+14.399+15.208+1.9×2）+16100m²944.378小计100m²944.378基础层010101003001挖基础土方1.一、二类土2.桩承台3.挖土深度为2m以内m3303.4454A1-4挖沟槽一、二类土深度2m以内100m30.6089JC-400(12.9754-5.7184)+((0.85×0.4×20.0991)-4.4862)+((0.85×0.4×20.0991)-4.4875)+((0.85×0.4×21.7156)-3.5584)+((0.85×0.4×21.7156)-3.5583)+((0.85×0.4×23.1413)-4.847-0.34)+((0.85×0.4×23.1413)-4.847-0.34)+((0.85×0.4×13.345)-3.281)+((0.85×0.4×13.345)-3.281)+((0.85×0.4×18.6138)-2.5572)+((0.85×0.4×18.6138)-2.5572)+((0.85×0.4×10.503)-2.2088)+((0.85×0.4×10.503)-2.2088)+((0.85×0.4×10.1392)-2.1771)+((0.85×0.4×10.0084)-2.1109)+((0.85×0.4×10.3894)-2.2621)+((0.85×0.4×10.5835)-2.3026)+((0.85×0.4×4.4)-0.935-0.1445)+((0.85×0.4×4.4)-0.901-0.1445)+((0.85×0.4×4.4)-0.901-0.1445)+((0.85×0.4×4.4)-0.935-0.1445)+((0.85×0.4×2.6)-0.544)+((0.85×0.4×2.6)-0.544)+((0.85×0.4×4.4)-1.19)+((0.85×0.4×4.4)-1.19)+((0.85×0.4×4.4)-0.799-0.1445)+((0.85×0.4×4.4)-0.799-0.1445)+((0.85×0.4×7.1532)-1.6565)+((0.85×0.4×7.9583)-1.6369)+((0.85×0.4100m30.5049143 ×7.2545)-1.6547)+((0.85×0.4×7.2545)-1.6547)JC-500((0.85×0.5×6.3828)-1.1769)+((0.85×0.5×10.1933)-0.0805-3.3236)+((0.85×0.5×6.3)-0.9796-0.578)+((0.85×0.5×6.3)-0.9796-0.578)+((0.85×0.5×4.5)-1.1093-0.2261)+((0.85×0.5×4.5)-1.1092-0.2261)+((0.85×0.5×7.1)-0.6481-0.289)+((0.85×0.5×7.1)-0.6481-0.289)+((0.85×0.5×1.9975)-0.0416-0.4463)+((0.85×0.5×1.8)-0.765)+((0.85×0.5×2.41)-0.0126-0.9709)+((0.85×0.5×1.8)-0.765)100m30.1043小计100m30.6092A1-13挖基坑一、二类土深度2m以内100m39.4482JK-400(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×100m30.4122续附表9编码项目名称/构件名称/位置/工程量明细单位工程量JK-4000.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)+(((1.6×1.6)×0.9)-0.0126)100m30.4122JK-400a(((2.1×2.1)×0.9)-0.0126)+(((2.1×2.1)×0.9)-0.0126)+(((2.1×2.1)×0.9)-0.0126)+(((2.1×2.1)×0.9)-0.0126)+(((2.1×2.1)×0.9)-0.0126)100m30.198JK-500(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)+(((1.8×1.8)×0.9)-0.0196)100m30.261JK-500a(((2.36×2.36)×0.9)-0.0196)+(((2.36×2.36)×0.9)-0.0196)100m30.0998JK-2-400((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-0.0251)+((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-1.4085-0.0393)+((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-0.0251)+((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-0.0251)+((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-0.0251)+((((3×1.6)+(4.95×3.55)+(3.975×2.575)×4)×1.3/6)-1.4085-0.0393)100m30.793JK-2-500((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×100m35.3879143 1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-9.4489-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-2.7422-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-1.3234-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-1.4203-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.9958-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-1.666-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量JK-2-5002.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.9958-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-1.666-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-1.4203-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-9.4489-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)+((((3.55×1.8)+(5.8×4.05)+(4.675×2.925)×4)×1.5/6)-0.0393)100m35.3879JK-3-500((((3.55×3.55)+(5.65×5.65)+(4.6×4.6)×4)×1.4/6)-1.7204-0.0785)+((((3.55×3.55)+(5.65×5.65)+(4.6×4.6)×4)×1.4/6)-1.7204-0.0785)(((((1.0144+3.1155)×1.2131/2+(1.0144+3.1155)×1.2131/2+3.1155×0.9238)+((2.631+5.6655)×1.752/2+(2.631+5.6655)×1.752/2+5.6655×2.396)+((1.8227+4.3905)×1.4826/2+(1.8227+4.3905)×1.4826/2+4.3905×1.6599)×4)×1.7/6)-0.0589)+(((((0.9238+3.35)×2.1012/2+3.35×1.0144+(3.35+3.35)×0/2)+((2.396+5.9)×3.0346/2+5.9×2.631+(5.9+5.9)×0/2)+((1.6599+4.625)×2.5679/2+4.625×1.8227+(4.625+4.625)×0/2)×4)×1.7/6)-0.0589)+(((((0.9238+3.35)×2.1012/2+3.35×1.0144+(3.35+3.35)×0/2)+((2.396+5.9)×3.0346/2+5.9×2.631+(5.9+5.9)×0/2)+((1.6599+4.625)×2.5679/2+4.625×1.8227+(4.625+4.625)×0/2)×4)×1.7/6)-0.0589)+(((((1.0144+3.1155)×1.2131/2+(1.0144+3.1155)×100m31.7304143 1.2131/2+3.1155×0.9238)+((2.631+5.6655)×1.752/2+(2.631+5.6655)×1.752/2+5.6655×2.396)+((1.8227+4.3905)×1.4826/2+(1.8227+4.3905)×1.4826/2+4.3905×1.6599)×4)×1.7/6)-0.0589)+(((((0.9238+3.35)×2.1012/2+3.35×1.0144+(3.35+3.35)×0/2)+((2.396+5.9)×3.0346/2+5.9×2.631+(5.9+5.9)×0/2)+((1.6599+4.625)×2.5679/2+4.625×1.8227+(4.625+4.625)×0/2)×4)×1.7/6)-0.0589)+(((((1.0144+3.1155)×1.2131/2+(1.0144+3.1155)×1.2131/2+3.1155×0.9238)+((2.631+5.6655)×1.752/2+(2.631+5.6655)×1.752/2+5.6655×2.396)+((1.8227+4.3905)×1.4826/2+(1.8227+4.3905)×1.4826/2+4.3905×1.6599)×4)×1.7/6)-0.0589)小计100m39.4491010103001001土(石)方回填1.一、二类土2.夯填m3191.3461续附表9编码项目名称/构件名称/位置/工程量明细单位工程量A1-29回填土夯填100m31.4072FXHT-1((-((0.1005/2-sin(0.1005/2)×cos(0.1005/2))×58.418×58.418-(3+2.2147)×5.8652/2-2.186×0.3549/2))×0.25-0.5059)+((-((0.0651/2-sin(0.0651/2)×cos(0.0651/2))×58.418×58.418-(1.9974+2.186)×3.8/2))×0.25-0.3392)+((-((0.0651/2-sin(0.0651/2)×cos(0.0651/2))×58.418×58.418-(1.9975+2.0563)×3.8/2))×0.25-0.3343)+((-((0.0975/2-sin(0.0975/2)×cos(0.0975/2))×58.418×58.418-(2.0563+2.6064)×5.6671/2-2.6605×0.5228/2))×0.25-0.4828)+(((6.2007+7.1015)×4.4001/2)×0.25-0.6512)+((4.4002×3.8)×0.25-0.4776)+((4.4002×3.8)×0.25-0.4776)+(((6.298+7.0138)×4.4003/2)×0.25-0.6505)+(((7.0138+7.4531)×2.6998/2)×0.25-0.5825)+((3.8×2.6999)×0.25-0.3756)+((3.8×2.6999)×0.25-0.3756)+(((7.1015+7.6542)×2.7/2)×0.25-0.5918)+((2.12×1.8)×0.25-0.2208)+(((3.9342+4.835)×4.4/2)×0.25-0.5153)+((2.6×2.12)×0.25-0.2688)+((2.6×1.6)×0.25-0.2376)+((2.6×2)×0.25-0.2616)+((3.8×1.8)×0.25-0.3216)+((1.8×1.6)×0.25-0.1896)+((3.8×1.8)×0.25-0.3216)+((1.8×1.6)×0.25-0.1896)+(((5.8531+6.878)×6.3/2)×0.25-0.7479)100m31.4072FXHT-1+((2.6×1.6)×0.25-0.2376)+((2.6×1.6)×0.25-0.2376)+((4×2.6)×0.25-0.3816)+((3.2×1.9)×0.25-0.2916)+((4.4001×3.8)×0.25-0.4776)+((4.4003×3.8)×0.25-0.4776)+((3.8×2.6999)×0.25-0.3756)+((3.8×1.8)×0.25-0.3216)+((3.8×2.6999)×0.25-0.3756)+((3.8×1.8)×0.25-0.3216)+((2.12×1.8)×100m31.4072143 0.25-0.2208)+((16.8×1.6)×0.25-0.1896)+(((6.298+7.0138)×4.4003/2)×0.25-0.6495)+(((7.0138+7.4531)×2.998/2)×0.25-0.5821)+((1.8×1.6)×0.25-0.1896)+((3.2×1.9)×0.25-0.2916)+((2.6×1.6)×0.25-0.2376)+((2.6×2.12)×0.25-0.2688)+((2.6×1.6)×0.25-0.2359)+((2.6×1.6)×0.25-0.2376)+((2.6×2)×0.25-0.2616)+((4×2.6)×0.25-0.3816)+(((7.1015+6.2007)×4.4001/2)×0.25-0.6513)+(((3.9342+4.835)×4.4/2)×0.25-0.5153)+(((7.1015+7.6542)×2.7/2)×0.25-0.5918)+(((6.878+5.8531)×6.3/2)×0.25-0.7457)+(16.1233×0.25-0.5109)+((-((0.0651/2sin(0.0651/2)×cos(0.0651/2))×58.418×58.418-(2.4098+2.4099)×0.0024/2-(2.4352+2.4067)×3.7976/2))×0.25-0.3565)+(17.4896×0.250.5135)+(9.4832×0.25-0.3614)小计100m31.4072续附表9编码项目名称/构件名称/位置/工程量明细单位工程量010302001001实心砖墙1.MU10灰砂砖2.砌墙240mm厚3.M7.5水泥砂浆m328.8328A3-1砖基础10m32.8833WQ((38.1842×0.25×0.24)-0.1266)+((7.9496×0.25×0.24)-0.0375)+((7.2545×0.25×0.24)-0.0254)+((7.1446×0.25×0.24)-0.0408)+((7.2545×0.25×0.24)-0.0228)+((3.165×0.25×0.24)-0.0135)+((3.38×0.25×0.24)-0.0121)+((3.04×0.25×0.24)-0.0061)+((3.38×0.25×0.24)-0.0121)+((3.165×0.25×0.24)-0.0135)+((3.38×0.25×0.24)-0.0121)+((3.04×0.25×0.24)-0.0061)+((3.38×0.25×0.24)-0.0121)+((8×0.25×0.24)-0.048)+((11.6×0.25×0.24)-0.043)+((6.1×0.25×0.24)-0.0258)+((6.1×0.25×0.24)-0.0258)+((11.6×0.25×0.24)-0.043)+((8×0.25×0.24)-0.048)+((6.955×0.25×0.24)-0.0483)+((6.078×0.25×0.24)-0.0209)+((6.078×0.25×0.24)-0.0209)+((6.955×0.25×0.24)-0.0483)10m30.9557NQ(21.4712×0.25×0.24-0.1101)+(22.4632×0.25×0.24-0.0928)+(8.9163×0.25×0.24-0.0513-0.0035)+(4.16×0.25×0.24-0.0227-0.0023)+(4.16×0.25×0.24-0.0144)+(2.36×0.25×0.24-0.0018)+(4.16×0.25×0.24-0.0183)+(10.0734×0.25×0.24-0.0557)+(9.0459×0.25×0.24-0.0513-0.0035)+(6.8601×0.25×0.24-0.0144)+(4.16×0.25×0.24-0.0144)+(1.56×0.25×0.24-0.0138)+(12.68×0.25×0.24-0.066)+(6.06×0.25×0.24-0.0061)+((4.38×0.25×0.24)-0.0099-0.0144)+((6.3633×0.25×0.24)-0.0287)+((19.8545×0.25×0.24)-0.0664)+((1.7575×0.25×0.24)-0.0217)+((9.2975×0.25×0.24)-0.0513-0.0035)+((6.8601×0.25×0.24)-0.0144)+((2.1699×0.25×0.24)-0.0216)+((9.4898×10m31.9278143 0.25×0.24)-0.0512-0.0035)+((19.8556×0.25×0.24)-0.0665)+((4.16×0.25×0.24)-0.0183)+((4.16×0.25×0.24)-0.0227-0.0023)+((4.16×0.25×0.24)-0.0144)+((2.36×0.25×0.24)-0.0018)+((1.56×0.25×0.24)-0.0138)+((21.4719×0.25×0.24)-0.1146)+((22.4637×0.25×0.24)-0.0929)+((4.16×0.25×0.24)-0.0144)+((6.06×0.25×0.24)-0.0061)+((4.38×0.25×0.24)-0.0099-0.0144)+((12.68×0.25×0.24)-0.066)+((10.56×0.25×0.24)-0.0198)+((3.36×0.25×0.24))+((7.76×0.25×0.24)-0.0557)+((5.98×0.25×0.24)-0.0484)+((3.76×0.25×0.24)-0.0539)+((3.76×0.25×0.24)-0.054)+((3.36×0.25×0.24))+((7.76×0.25×0.24)-0.0557)+((10.56×0.25×0.24)-0.0198)+((5.98×0.25×0.24)-0.0484)小计10m32.8835010401005001桩承台基础m3210.1422续附表9编码项目名称/构件名称/位置/工程量明细单位工程量A4-79现浇砼独立基础混凝土10m321.0142CT-1-400-10.8×0.8×0.8×1810m30.9216CT-1-400a-11.3×1.3×0.8×510m30.676CT-1-500-11×1×0.8×910m30.72CT-1-500a-11.56×1.56×0.8×210m30.3894CT-2-400-12.2×0.8×1.2×610m31.2672CT-2-500-12.75×1×1.4×2710m310.395CT-4-500-12.75×2.75×1.4×210m32.1175ZCTDY-1((((0.634+2.5155)×1.0863/2+(0.634+2.5155)×1.0863/2+2.5155×0.5774)×1.6))×610m34.6788010403001001基础梁C30m339.373A4-87现浇砼基础梁10m33.9373JZL-1(8)(3.8191-0.8924)10m30.2927JZL-2(4)(2.0101-0.9922)+(2.0101-0.9925)10m30.2036JZL-3(3)(2.1716-0.7987-0.025)+(2.1716-0.7987-0.025)10m30.2696JZL-4(5)(2.2708-1.0495)+(2.2708-1.0495)10m30.2442JZL-5(4)(1.292-0.685-0.0125)+(1.292-0.685-0.0125)10m30.1189JZL-6(5)(1.7755-0.315-0.0375)+(1.7755-0.315-0.0375)10m30.2846JZL-7(2)(1.0078-0.3919)+(1.0078-0.3919)10m30.1232JZL-8(1)(0.36-0.025)+(0.36-0.025)10m30.067143 JZL-9(1)(0.338)+(0.338)+(0.338)+(0.338)10m30.1352JZL-10(3)(1.16-0.0625)+(1.16-0.0625)10m30.2196JZL-11(4)(0.8295-0.2903)10m30.0539JZL-12(1)(0.7781)+(0.7781)10m30.1556JZL-13(1)(0.8188-0.2319)+(0.8188-0.2319)10m30.1174小计10m37.5010403001001基础梁C30m339.373A4-87现浇砼基础梁10m33.9373JZL-1(8)(3.8191-0.8924)10m30.2927JZL-2(4)(2.0101-0.9922)+(2.0101-0.9925)10m30.2036JZL-3(3)(2.1716-0.7987-0.025)+(2.1716-0.7987-0.025)10m30.2696JZL-4(5)(2.2708-1.0495)+(2.2708-1.0495)10m30.2442续附表9编码项目名称/构件名称/位置/工程量明细单位工程量JZL-5(4)(1.292-0.685-0.0125)+(1.292-0.685-0.0125)10m30.1189JZL-6(5)(1.7755-0.315-0.0375)+(1.7755-0.315-0.0375)10m30.2846JZL-7(2)(1.0078-0.3919)+(1.0078-0.3919)10m30.1232JZL-8(1)(0.36-0.025)+(0.36-0.025)10m30.067JZL-9(1)(0.338)+(0.338)+(0.338)+(0.338)10m30.1352JZL-10(3)(1.16-0.0625)+(1.16-0.0625)10m30.2196JZL-11(4)(0.8295-0.2903)10m30.0539JZL-11(4)(250×400)(1.0193-0.6862)10m30.0333JZL-12(1)(0.7781)+(0.7781)10m30.1556JZL-13(1)(0.8188-0.2319)+(0.8188-0.2319)10m30.1174JZL-14(5)(0.9286-0.27-0.0125)+(0.9156-0.27-0.0125)+(0.9537-0.2951-0.0125)+(0.973-0.3274-0.0125)10m30.2558JZL-14(5)(200×400)(0.352-0.04)+(0.352-0.04)+(0.352-0.04)+(0.352-0.04)10m30.1248JZL-15(1)(0.7781)+(0.7781)10m30.1556JZL-16(1)(0.5938-0.27)+(0.5938-0.27)10m30.0648JZL-17(3)(0.9188-0.1219)+(0.9188-0.1219)10m30.1594JZL-17(3)(200×400)(0.1598-0.0881)+(0.144-0.05-0.01)+(0.1928-0.116-0.0051)+(0.144-0.05-0.01)10m30.0312JZL-18(2)(1.0156)+(1.0156)10m30.2032143 JZL-19(1)(0.26-0.08)+(0.26-0.08)10m30.036JZL-20(2)(0.8)+(0.8)10m30.16JZL-21(2)(0.44-0.19)+(0.44-0.19)10m30.05JZL-22(2)(0.44-0.115-0.0125)+(0.44-0.115-0.0125)10m30.0625JZL-23(1)(0.3165)+(0.3165)+(0.3165)+(0.3165)10m30.1268JZL-24(3)(0.7145-0.2976)+(0.795-0.2918)10m30.092JZL-24(3)(250×500)(0.9378-0.4534)+(0.9378-0.4534)10m30.0968小计10m33.9377010401006001垫层C10m330.4512A3-101混凝土垫层10m33.0451JZL-24(3)(0.7145-0.2976)+(0.795-0.2918)10m30.092DC-1((1×1×0.1)-0.0126)+((1×1×0.1)-0.0126)+((1×1×10m33.0448续附表9编码项目名称/构件名称/位置/工程量明细单位工程量DC-10.1)-0.0126)+((1.76×1.76×0.1)-0.0196)+((2.4×1×0.1)-0.0251)+((1×1×0.1)-0.0126)+((1×1×0.1)-0.0126)+((2.95×1.2×0.1)-0.0393)+((2.95×2.95×0.1)-0.0785)+((1×1×0.1)-0.0126)+((1×1×0.1)-0.0126)+((1.5×1.5×0.1)-0.0126)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((1.2×1.2×0.1)-0.0196)+((2.4×1×0.1)-0.0393)+((1×1×0.1)-0.0126)+((1.5×1.5×0.1)-0.0126)+((1.5×1.5×0.1)-0.0126)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((1×1×0.1)-0.0126)+((1.2×1.2×0.1)-0.0196)+((2.4×1×0.1)-0.0251)+((1×1×0.1)-0.0126)+((1×1×0.1)-0.0126)+((1.5×1.5×0.1)-0.0126)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((1.5×1.5×0.1)-0.0126)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((1×1×0.1)-0.0126)+((1×1×0.1)-0.0126)+((2.4×1×0.1)-0.0251)+((2.95×1.2×0.1)-0.0393)+((2.4×1×0.1)-0.0393)+((1.76×1.76×0.1)-0.0196)+((2.95×2.95×0.1)-0.0785)+((1.2×1.2×0.1)-0.0196)+((1×1×0.1)-0.0126)+((1.2×1.2×0.1)-0.0196)+((1.2×1.2×0.1)-0.0196)+((1×1×0.1)-0.0126)+((1×1×10m33.0448143 0.1)-0.0126)+((1×1×0.1)-0.0126)+((2.4×1×0.1)-0.0251)+((1×1×0.1)-0.0126)+((1.2×1.2×0.1)-0.0196)+((2.95×1.2×0.1)-0.0393)+((1.2×1.2×0.1)-0.0196)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+((1.2×1.2×0.1)-0.0196)+((1.2×1.2×0.1)-0.0196)+((2.95×1.2×0.1)-0.0393)+((2.95×1.2×0.1)-0.0393)+(0.5805-0.0589)+(0.5805-0.0589)+(0.5805-0.0589)+(0.5805-0.0589)+(0.5805-0.0589)+(0.5805-0.0589)+(1.7184-0.4042)+((20.1007×0.45×0.1)-0.4465)+((20.1007×0.45×0.1)-0.4466)+((21.7156×0.45×0.1)-0.3594-0.0113)+((21.7156×0.45×0.1)-0.3594-0.0113)+((22.7075×0.45×0.1)-0.4717)+((22.7075×0.45×0.1)-0.4717)+((12.92×0.45×0.1)-0.3083-0.0056)+((12.92×0.45×0.1)-0.3083-0.0056)+((17.755×0.45×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量DC-10.1)-0.1418-0.0169)+((17.755×0.45×0.1)-0.1417-0.0169)+((10.078×0.45×0.1)-0.1764)+((10.078×0.45×0.1)-0.1764)+((6.3828×0.45×0.1)-0.0931)+((10.1933×0.45×0.1)-0.046-0.1558-0.0949)+((6.3×0.45×0.1)-0.0722)+((6.3×0.45×0.1)-0.0722)+((9.2862×0.45×0.1)-0.1215-0.0101)+((9.1563×0.45×0.1)-0.1215-0.0101)+((9.5375×0.45×0.1)-0.1328-0.0101)+((9.7301×0.45×0.1)-0.1473-0.0101)+((4.4×0.4×0.1)-0.036)+((4.4×0.4×0.1)-0.036)+((4.4×0.4×0.1)-0.036)+((4.4×0.4×0.1)-0.036)+((4.5×0.45×0.1)-0.0859)+((4.5×0.45×0.1)-0.0859)+((7.1×0.45×0.1)-0.0326)+((7.1×0.45×0.1)-0.0326)+((2.6×0.45×0.1)-0.036)+((2.6×0.45×0.1)-0.036)+((4.4×0.45×0.1)-0.0855)+((4.4×0.45×0.1)-0.0855)+((4.4×0.45×0.1)-0.0518-0.0101)+((4.4×0.45×0.1)-0.0518-0.0101)+((7.1445×0.45×0.1)-0.1339)+((7.9495×0.45×0.1)-0.1313)+((7.2545×0.45×0.1)-0.1371)+((7.2545×0.45×0.1)-0.1371)10m33.0448小计10m33.0448010402001001矩形柱1层、夹层混凝土等级为C30,2层以上为C25m3168.794A4-83现浇砼柱矩形10m316.8794首层KZ-1((0.3×0.7×3.5)-0.0855)+((0.3×0.7×3.5)-0.0855)+((0.3×0.7×3.5)-0.0855)+((0.3×0.7×3.5)-0.0855)10m30.26KZ-2((0.3×0.3×3.2)-0.015)+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.310m30.1698143 ×0.3×3.2)-0.015)+((0.3×0.3×3.2))+((0.3×0.3×3.2))KZ-3((0.3×0.3×3.65)-0.0203)+((0.3×0.3×3.65)-0.0203)+((0.3×0.3×3.102)-0.0225)+((0.3×0.3×3.65)-0.0225)+((0.3×0.3×3.65)-0.0225)+((0.3×0.3×3.65)-0.0225)+((0.3×0.3×3.65)-0.0203)+((0.3×0.3×3.65)-0.0203)10m30.2407KZ-4((0.3×1.1×3.2))+((0.3×1.1×3.2))10m30.2112KZ-5((0.4×0.5×3.2))+((0.4×0.5×3.2))+((0.4×0.5×3.2))+((0.4×0.5×3.2))10m30.256KZ-6((0.3×1×3.2)-0.0169)+((0.3×1×3.2)-0.0169)10m30.1886KZ-7((0.3×0.4×4.1)-0.045)+((0.3×0.4×4.1)-0.036)+((0.3×0.4×3.2))+((0.3×0.4×4.1)-0.036)+((0.3×0.4×4.1)-0.045)+((0.3×0.4×3.2))10m30.2574KZ-8((0.3×0.4×3.2))+((0.3×0.4×3.2))+((0.3×0.4×3.2))+((0.3×0.4×3.2))10m30.1536KZ-9((0.3×0.4×3.7)-0.036)+((0.3×0.4×3.2))+((0.3×0.4×10m30.2352续附表9编码项目名称/构件名称/位置/工程量明细单位工程量KZ-93.2))+((0.3×0.4×3.7)-0.036)+((0.3×0.4×3.2))+((0.3×0.4×3.2))10m30.2352KZ-10((0.3×0.4×3.2))+((0.3×0.4×3.2))10m30.0768KZ-11((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))+((0.3×0.5×3.2))10m30.48KZ-12((0.34×0.5×3.2))10m30.0544KZ-13((0.3×0.45×3.2))+((0.3×0.45×3.2))10m30.0864KZ-14((0.3×0.3×3.2)-0.0188)+((0.3×0.3×3.2)-0.0187)10m30.0538KZ-15((0.3×0.5×3.5)-0.0563)+((0.3×0.5×3.5)-0.0563)10m30.0938KZ-16((0.35×0.5×3.2)-0.045)+((0.35×0.5×3.2)-0.045)10m30.103KZ-17((0.3×0.5×3.2))10m30.048KZ-18((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))+((0.3×0.3×3.2))10m30.2592KZ-19((0.3×0.45×3.2))+((0.3×0.45×3.2))10m30.0864小计10m33.3143夹层KZ-1((0.3×0.7×2.4))+((0.3×0.7×2.4))+((0.3×0.7×2.4))+((0.3×0.7×2.4))10m30.2016KZ-2((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))10m30.1296143 KZ-3((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.948))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))10m30.1777KZ-4((0.3×1.1×2.4))+((0.3×1.1×2.4))10m30.1584KZ-5((0.4×0.5×2.4))+((0.4×0.5×2.4))+((0.4×0.5×2.4))+((0.4×0.5×2.4))10m30.192KZ-6((0.3×1×2.4))+((0.3×1×2.4))10m30.144KZ-7((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))10m30.1728KZ-8((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))10m30.1152KZ-9((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))+((0.3×0.4×2.4))10m30.1728KZ-10((0.3×0.4×2.4))+((0.3×0.4×2.4))10m30.0576KZ-11((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×10m30.36续附表9编码项目名称/构件名称/位置/工程量明细单位工程量KZ-112.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))+((0.3×0.5×2.4))10m30.36KZ-12((0.34×0.5×2.4))10m30.0408KZ-13((0.3×0.45×2.4))+((0.3×0.45×2.4))10m30.0648KZ-15((0.3×0.5×2.4))+((0.3×0.5×2.4))10m30.072KZ-16((0.35×0.5×2.4))+((0.35×0.5×2.4))10m30.084KZ-17((0.3×0.5×2.4))10m30.036KZ-18((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))+((0.3×0.3×2.4))10m30.1944KZ-19((0.3×0.45×2.4))+((0.3×0.45×2.4))10m30.0648小计10m32.4385第2层、第3层KZ-1((0.3×0.7×3))+((0.3×0.7×3))+((0.3×0.7×3))+((0.3×0.7×3))10m30.252KZ-2((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))10m30.162KZ-4((0.3×1×3))10m30.09KZ-4(300×1100)((0.3×1.1×3))10m30.099KZ-5((0.3×0.5×3))+((0.3×0.5×3))10m30.09KZ-6((0.3×1×3))+((0.3×1×3))10m30.18143 KZ-7((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.216KZ-8((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.144KZ-9((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))10m30.162KZ-15((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-10((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-11((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.36KZ-13((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-16((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-17((0.3×0.5×3))10m30.045KZ-19((0.3×0.3×3))+((0.3×0.3×3))10m30.054续附表9编码项目名称/构件名称/位置/工程量明细单位工程量小计10m32.124第4层、第5层、第6层KZ-1((0.3×0.7×3))+((0.3×0.7×3))+((0.3×0.7×3))+((0.3×0.7×3))10m30.252××KZ-7((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.216KZ-2((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-9((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))10m30.162KZ-15((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-16((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-6((0.3×1×3))+((0.3×1×3))10m30.18KZ-10((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-19((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-13((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-8((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.144KZ-4((0.3×1.1×3))+((0.3×1.1×3))10m30.198KZ-11((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.36KZ-5((0.3×0.5×3))+((0.3×0.5×3))10m30.09143 KZ-17((0.3×0.5×3))10m30.045KZ-2((0.3×0.3×3))+((0.3×0.3×3))10m30.054复式层KZ-1((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))+((0.3×0.3×3))10m30.108KZ-7((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))+((0.3×0.4×3))10m30.144KZ-9((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-15((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-16((0.3×0.4×3))+((0.3×0.4×3))10m30.072KZ-6((0.3×0.3×3))+((0.3×0.3×3))10m30.054KZ-20((0.12×3))+((0.12×3))10m30.072KZ-2((0.3×0.3×3))+((0.3×0.3×3))10m30.054续附表9编码项目名称/构件名称/位置/工程量明细单位工程量小计10m30.774010403002001矩形梁C25m3357.926A4-98现浇砼有梁板10m335.7926首层KL-1(8)((0.2×0.5×38.1852)-0.2273-0.0003)10m30.3591KL-2(2)((0.2×0.6×14.7397)-0.1144)+((0.2×0.6×14.7397)-0.1136)10m30.3309KL-3(3)((0.2×0.6×15.1791)-0.1205)+((0.2×0.6×15.1791)-0.1196)10m30.3403KL-4(4)((0.2×0.5×15.3466)-0.08-0.0502)+((0.2×0.5×15.3466)-0.0796-0.049)10m30.281KL-5(5)((0.2×0.5×17.755)-0.1303-0.03)+((0.2×0.5×17.755)-0.13-0.03)10m30.3231KL-6(2)((0.2×0.6×6.8546)-0.1356)+((0.2×0.6×6.8546)-0.1356)10m30.1374KL-6(2)(200×500)((0.2×0.5×3.2)-0.035)+((0.2×0.5×3.2)-0.0348-0.0004)10m30.057KL-7(5)((0.25×0.5×1.3171)-0.03-0.0127)+((0.25×0.5×12.0168)-0.1631-0.0165)10m30.1444KL-7(5)(250×600)((0.25×0.6×3.4446))10m30.0517KL-8(1)((0.25×0.6×6.3)-0.0525)+((0.25×0.6×6.3)-0.0518-0.0001)10m30.1786KL-9(5)((0.25×0.5×6.8361)-0.0985-0.0014)+((0.25×0.5×4.55)-0.0425-0.0012)+((0.25×0.5×2.1367)-0.0685)10m30.1479KL-9(5)(200×500)((0.2×0.5×7.1)-0.02-0.05)+((0.2×0.5×7.1)-0.02-0.0501)10m30.128KL-10(1)((0.2×0.6×4.7)-0.06)+((0.2×0.6×4.7)-0.0594)10m30.1009KL-11(1)((0.2×0.5×1.8)-0.035-0.01)+((0.2×0.5×1.8)-0.0352-0.01)10m30.027143 KL-12(1)((0.2×0.5×2.6)-0.025)+((0.2×0.5×2.6)-0.025)10m30.047KL-13(3)((0.25×0.5×7.1441)-0.0843)+((0.25×0.5×7.945)-0.0768)10m30.1725KL-13(3)(250×600)((0.25×0.6×7.3566)-0.0714)+((0.25×0.6×7.3566)-0.0771)10m30.2058KL-14(1)((0.25×0.5×1.9975)-0.0752)+((0.25×0.5×2.4076)-0.0746)10m30.0401KL-9a(3)((0.25×0.5×13.5563)-0.1213-0.04)+((0.25×0.5×14.1269)-0.1213-0.0403)10m30.3137TL-1(1)((0.2×0.4×3.38)-0.016)+((0.2×0.4×3.38)-0.0158)10m30.0509L-1(8)((0.2×0.5×38.7664)-0.005)10m30.3872L-2(1)((0.2×0.5×4)-0.02)+((0.2×0.5×4)-0.02)10m30.076L-4(2)((0.2×0.5×6.3)-0.06)+((0.2×0.5×6.3)-0.06)10m30.114续附表9编码项目名称/构件名称/位置/工程量明细单位工程量L-3(2)((0.2×0.5×6.6666)-0.0277)+((0.2×0.5×6.6666)-0.0274)10m30.1278L-4(2)((0.2×0.5×6.3)-0.06)+((0.2×0.5×6.3)-0.06)10m30.114小计10m34.1423夹层KL-1(8)((0.2×0.7×38.4367)-0.3526)10m30.5029KL-2(4)((0.2×0.5×7.6)-0.06)+((0.2×0.5×7.6)-0.0592-0.0005)10m30.14KL-2(4)(200×600)((0.2×0.6×6.4)-0.0588)+((0.2×0.6×6.4276)-0.078)+((0.2×0.6×6.4276)-0.0759)+((0.2×0.6×6.4)-0.0585)10m30.2807KL-3(1)((0.2×0.6×7.1152)-0.0875)+((0.2×0.6×7.1152)-0.0873)10m30.1533KL-4(1)((0.2×0.6×7.3)-0.192)+((0.2×0.6×7.3)-0.1918-0.0001)10m30.1368KL-5(4)((0.2×0.6×16.4)-0.144-0.003)+((0.2×0.6×16.4)-0.1438-0.0032)10m30.3642KL-5(4)(250×700)((0.25×0.7×5.979)-0.1139)+((0.25×0.7×5.979)-0.1142)10m30.1864KL-6(4)((0.2×0.5×4)-0.04)+((0.2×0.5×2.12)-0.04)+((0.2×0.5×4.4302)-0.02-0.0153)+((0.2×0.5×4.4302)-0.0197-0.0153)+((0.2×0.5×2.12)-0.0392-0.0001)+((0.2×0.5×4)-0.0398-0.0002)10m30.1881KL-6(4)(200×550)((0.2×0.55×3.7)-0.055)+((0.2×0.55×3.7)-0.054-0.0002)10m30.0705KL-7(4)((0.2×0.5×2.12)-0.035)+((0.2×0.5×4)-0.02)+((0.2×0.5×2.12)-0.03)+((0.2×0.5×4)-0.02)10m30.1119KL-7(4)(200×600)((0.2×0.6×5.0626)-0.09)+((0.2×0.6×5.0626)-0.0883)10m30.1037KL-7(4)(200×550)((0.2×0.55×3.7)-0.022-0.011)+((0.2×0.55×3.7)-0.0275-0.011)10m30.0742143 KL-8(2)((0.25×0.6×6.9989)-0.188-0.0031)+((0.25×0.6×6.9989)-0.188-0.0031)10m30.1718KL-8(2)(200×500)((0.2×0.5×3.325)-0.0444-0.0034)+((0.2×0.5×3.325)-0.0447-0.0032)10m30.057KL-9(1)((0.2×0.5×3.6)-0.03)+((0.2×0.5×3.6)-0.0198-0.0002)10m30.067KL-10(1)((0.2×0.5×4)-0.04)+((0.2×0.5×4)-0.04)10m30.072KL-11(1)((0.2×0.5×3.6)-0.02)+((0.2×0.5×4)-0.02)+((0.2×0.5×3.6)-0.0195-0.0002)+((0.2×0.5×4)-0.0198-0.0003)10m30.144KL-12(4)((0.25×0.5×10.1934)-0.1309-0.0064)10m30.1137KL-12(4)(250×600)((0.25×0.6×3.2926)-0.0503)+((0.25×0.6×3.1915)-0.0387)10m30.0884KL-13(1)((0.2×0.6×6.35)-0.078)+((0.2×0.6×6.35)-0.0828)10m30.1363续附表9编码项目名称/构件名称/位置/工程量明细单位工程量KL-15(3)((0.2×0.5×9.1563)-0.1-0.01)+((0.2×0.5×9.2862)-0.1-0.01)+((0.2×0.5×9.7341)-0.0999-0.0104)+((0.2×0.5×9.5392)-010m30.3332KL-15(3).0996-0.0104)10m30.3332KL-16(2A)((0.2×0.6×5.825)-0.084)+((0.2×0.6×5.825)-0.0841)10m30.123KL-16(2A)(200×500)((0.2×0.5×1.9)-0.06)+((0.2×0.5×4.5)-0.03-0.0025)+((0.2×0.5×4.5)-0.03-0.0023)+((0.2×0.5×1.9)-0.0594-0.0001)10m30.1097KL-17(3)((0.2×0.7×7.2999)-0.056)+((0.2×0.7×7.2999)-0.056)10m30.1932KL-17(3)(200×500)((0.2×0.5×1.8)-0.035-0.01)+((0.2×0.5×1.9975)-0.0601)+((0.2×0.5×2.4128)-0.0602)+((0.2×0.5×1.8)-0.0347-0.01)10m30.0591KL-18(2A)((0.2×0.6×10.8)-0.168)+((0.2×0.6×10.8)-0.1676)10m30.2256KL-18(2A)(200×500)((0.2×0.5×1.4)-0.01)+((0.2×0.5×1.4)-0.0097-0.0003)10m30.026KL-19(5)((0.2×0.5×2.7)-0.01-0.01)+((0.2×0.5×1.9)-0.05)+((0.2×0.5×8)-0.09)+((0.2×0.5×2.8)-0.04)+((0.2×0.5×2.7)-0.0104-0.01)+((0.2×0.5×1.9)-0.0496-0.0004)+((0.2×0.5×2.8)-0.045-0.0001)+((0.2×0.5×8)-0.0848)10m30.268KL-20(1)((0.2×0.5×2.6)-0.02)+((0.2×0.5×2.6)-0.025)10m30.0475KL-21(2)((0.2×0.4×2.6)-0.016)+((0.2×0.4×4.5)-0.032-0.0207)+((0.2×0.4×4.5)-0.0355-0.019)+((0.2×0.4×2.6)-0.016)10m30.0996KL-22(3)((0.25×0.5×4.4861)-0.0348-0.0025)+((0.25×0.5×2.6601)-0.0499-0.0006)+((0.25×0.5×4.4861)-0.028-0.0032)+((0.25×0.5×3.4708)-0.0502-0.0007)10m30.1717KL-22(3)(250×600)((0.25×0.6×7.4515)-0.085-0.0017)+((0.25×0.6×7.4515)-0.0907-0.002)10m30.2056143 TL-1(1)((0.2×0.5×3.38)-0.02)+((0.2×0.5×3.38))+((0.2×0.5×3.38))+((0.2×0.5×3.38)-0.02)10m30.1312TL-2(1)((0.2×0.5×1.74)-0.01)+((0.2×0.5×1.74)-0.01)+((0.2×0.5×1.74)-0.0105)+((0.2×0.5×1.74)-0.0105)10m30.0655L-1(1)((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)10m30.1L-2(2)((0.2×0.5×6.366)-0.0226)+((0.2×0.5×3.325)-0.031)+((0.2×0.5×3.325)-0.031)+((0.2×0.5×6.366)-0.0226)10m30.1832L-3(1)((0.2×0.5×4)-0.02)+((0.2×0.5×3.6)-0.02)+((0.2×0.5×4)-0.02)+((0.2×0.5×3.6)-0.02)10m30.144L-4(1)((0.2×0.5×4)-0.02)+((0.2×0.5×4)-0.02)10m30.076L-5(2)((0.2×0.5×9.1001)-0.062)+((0.2×0.5×9.1001)-0.062)10m30.1696L-6(1)((0.2×0.5×4.4)-0.02)+((0.2×0.5×4.4)-0.02)+((0.2×0.5×10m30.168续附表9编码项目名称/构件名称/位置/工程量明细单位工程量L-6(1)4.4)-0.02)+((0.2×0.5×4.4)-0.02)10m30.168L-7(2)((0.2×0.47×6.3)-0.0399)+((0.2×0.47×6.3)-0.0399)10m30.1104L-8(1)((0.2×0.5×2)-0.0175)+((0.2×0.5×1.8)-0.02)+((0.2×0.5×2)-0.0175)+((0.2×0.5×1.8)-0.02)10m30.0686KL-17(3)(200×500)((0.2×0.5×1.4)-0.01)+((0.2×0.5×1.4)-0.01)10m30.026KL-18(2)((0.2×0.5×8)-0.08)+((0.2×0.5×8)-0.08)10m30.144KL-19(2)((0.2×0.5×4.5)-0.05-0.01)+((0.2×0.5×4.5)-0.05-0.01)10m30.078KL-20(1)((0.2×0.5×2.8)-0.04)+((0.2×0.5×2.8)-0.04)10m30.048KL-21(1)((0.2×0.5×4.5)-0.04)+((0.2×0.5×4.5)-0.025-0.001)10m30.0834KL-22(1)((0.2×0.5×2.9)-0.04)+((0.2×0.5×2.9)-0.0395-0.0001)10m30.05L-1(2)((0.2×0.5×7.6)-0.04)+((0.2×0.5×7.6)-0.04)10m30.144L-2(1)((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)10m30.1L-3(1)((0.2×0.5×3.325)-0.031)+((0.2×0.5×3.325)-0.031)10m30.0604L-4(1)((0.2×0.5×4)-0.02)+((0.2×0.5×3.6)-0.02)+((0.2×0.5×4)-0.02)+((0.2×0.5×3.6)-0.02)10m30.144L-5(1)((0.2×0.5×4)-0.02)+((0.2×0.5×4)-0.02)10m30.076L-6(1)((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)10m30.05L-7(1)((0.2×0.5×4.4)-0.02)+((0.2×0.5×4.4)-0.02)+((0.2×0.5×4.4)-0.02)+((0.2×0.5×4.4)-0.02)10m30.168L-8(1)((0.2×0.4×6.3)-0.368-0.032)+((0.2×0.4×6.3)-0.368-0.032)10m30.0208143 L-10(1)((0.2×0.5×1.8)-0.02)+((0.2×0.5×1.8)-0.02)+((0.2×0.5×1.8)-0.02)+((0.2×0.5×1.8)-0.02)10m30.064L-9(1)((0.2×0.5×2)-0.02)+((0.2×0.5×1.8)-0.02)+((0.2×0.5×2)-0.02)+((0.2×0.5×1.8)-0.02)10m30.068L-11(1)((0.2×0.47×1.8)-0.1222-0.0188)+((0.2×0.47×1.8)-0.1222-0.0188)10m30.0056L-12(1)((0.2×0.5×2.8)-0.045-0.004)+((0.2×0.5×2.8)-0.045-0.004)10m30.0462L-13(1)((0.2×0.5×2.7)-0.02)+((0.2×0.5×2.7)-0.02)10m30.05小计10m34.7234第6层WL-1(1)((0.2×0.55×7.6))+((0.2×0.55×7.6))10m30.1672WL-3(1)((0.2×0.5×3.325)-0.01)+((0.2×0.5×3.325)-0.01)10m30.0646WL-4(1)((0.2×0.5×4))+((0.2×0.5×4))10m30.08WL-5(1)((0.2×0.5×4.125)-0.12-0.0021)+((0.2×0.5×7.1)-0.04)+((0.2×10m30.326续附表9编码项目名称/构件名称/位置/工程量明细单位工程量WL-5(1)0.5×7.1)-0.04)+((0.2×0.5×7.1)-0.04)+((0.2×0.5×7.1)-0.04)+((0.2×0.5×4.125)-0.12-0.0021)10m30.326WL-6(1)((0.2×0.5×3.2499)-0.028)+((0.2×0.5×3.2499)-0.028)10m30.0594WKL-4(2A)((0.2×0.55×8.03)-0.11)+((0.2×0.55×8.03)-0.11)10m30.1546WKL-5(1A)((0.2×0.6×7.93)-0.036)+((0.2×0.6×7.93)-0.036)10m30.1832WL-7(1)((0.2×0.5×2)-0.02)+((0.2×0.5×1.8)-0.02)+((0.2×0.5×2)-0.02)+((0.2×0.5×1.8)-0.02)10m30.068WL-8(1)((0.2×0.5×4.125)-0.031)+((0.2×0.5×3.6)-0.02)+((0.2×0.5×4.125)-0.031)+((0.2×0.5×3.6)-0.02)10m30.1444WKL-1(4)((0.2×0.5×7.6)-0.06)+((0.2×0.5×7.6)-0.06)10m30.14WKL-1(4)(200×550)((0.2×0.55×6.3021)-0.06)+((0.2×0.55×6.2985)-0.0416)+((0.2×0.55×6.3021)-0.06)+((0.2×0.55×6.2985)-0.0416)10m30.2568WKL-2(3)((0.2×0.6×21.8173)-0.255)+((0.2×0.6×21.8173)-0.2516)10m30.4729WKL-3(4A)((0.2×0.55×6.156)-0.066)+((0.2×0.55×5.8533)-0.0499)+((0.2×0.55×6.156)-0.066)+((0.2×0.55×5.8533)-0.0499)10m30.241WKL-3(4A)(200×600)((0.2×0.6×11.025)-0.0798)+((0.2×0.6×11.025)-0.0797)10m30.2486WKL-4(2A)((0.2×0.55×8.03)-0.11)+((0.2×0.55×8.03)-0.11)10m30.1546WKL-5(1A)((0.2×0.6×7.93)-0.036)+((0.2×0.6×7.93)-0.036)10m30.1832WKL-6(1)((0.2×0.5×3.6)-0.02)+((0.2×0.5×3.6)-0.02)10m30.068WKL-7(1)((0.2×0.5×4)-0.04)+((0.2×0.5×4)-0.04)10m30.072WKL-8(1)((0.2×0.5×4.125)-0.0325-0.0021)+((0.2×0.5×3.6)-0.02)+((0.210m30.1436143 ×0.5×3.6)-0.02)+((0.2×0.5×4.125)-0.0325-0.0021)WKL-9(2)((0.2×0.5×7.1933)-0.0503-0.0064)10m30.0663WKL-10(1)((0.25×0.62×6.3)-0.0837)+((0.25×0.62×6.3)-0.0837)10m30.1786WKL-11(1)((0.25×0.5×6.3)-0.045-0.0225)+((0.25×0.5×6.3)-0.045-0.0225)10m30.144WKL-12(2A)((0.2×0.55×8.9)-0.077-0.011)+((0.2×0.55×6.2)-0.055)+((0.2×0.55×8.9)-0.077-0.011)+((0.2×0.55×6.2)-0.055)10m30.3036WKL-12(2A)(200×500)((0.2×0.5×2.7)-0.02-0.01)+((0.2×0.5×2.7)-0.02-0.01)10m30.048WKL-13(2A)((0.2×0.6×8.1)-0.132)+((0.2×0.6×8.1)-0.132)10m30.168WKL-13(2A)(200×500)((0.2×0.5×2.6)-0.02-0.01)+((0.2×0.5×1.3)-0.01)+((0.2×0.5×2.6)-0.02-0.01)+((0.2×0.5×1.3)-0.01)10m30.07WKL-14(2A)((0.2×0.55×8.9)-0.055-0.033)+((0.2×0.55×8.9)-0.055-0.033)10m30.1782WKL-14(2A)(200×500)((0.2×0.5×2.6)-0.02)+((0.2×0.5×1.8999)-0.04-0.01)+((0.2×0.5×1.8999)-0.04-0.01)+((0.2×0.5×2.6)-0.02)10m30.076WKL-15(2A)((0.2×0.6×5)-0.108)+((0.2×0.6×5)-0.108)10m30.0984续附表9编码项目名称/构件名称/位置/工程量明细单位工程量WKL-15(2A)(200×500)3.2)-0.03-0.01)+((0.2×0.5×1.3)-0.01)10m30.128WKL-16(2)((0.2×0.5×8)-0.08)+((0.2×0.5×8)-0.08)10m30.144WKL-17(2)((0.2×0.5×7.2473)-0.0395-0.0115)+((0.2×0.5×7.2473)-0.0396-0.012)10m30.1347WKL-18(1)((0.2×0.5×2.7)-0.0105-0.0169)+((0.2×0.5×2.7)-0.0105-0.0169)10m30.0486WKL-19(1)((0.2×0.5×1.9)-0.05)+((0.2×0.5×1.9)-0.05)10m30.028小计10m34.7047复式层XWL-1(1)((0.2×0.55×4))+((0.2×0.55×4))10m30.088XWKL-1(1A)((0.2×0.55×7.93)-0.11)+((0.2×0.55×7.93)-0.11)10m30.1524XWKL-1a(1A)((0.2×0.55×5.83)-0.044)+((0.2×0.55×5.83)-0.044)10m30.1194XWKL-2(1)((0.2×0.55×4)-0.044)+((0.2×0.55×4)-0.044)10m30.0792XWKL-2a(1)((0.2×0.5×2.8)-0.08)+((0.2×0.5×2.8)-0.007-0.0278)+((0.2×0.5×2.7)-0.07)+((0.2×0.5×2.7)-0.007-0.0178)10m30.089XWKL-3(2)((0.2×0.5×7.6)-0.04-0.01)+((0.2×0.5×7.6)-0.04-0.01)10m30.142XWKL-4(3)((0.2×0.55×3.6)-0.022)+((0.2×0.55×4)-0.022)+((0.2×0.55×3.6)-0.022)+((0.2×0.55×4)-0.022)10m30.1584XWKL-4(3)(200×500)((0.2×0.5×4)-0.04)+((0.2×0.5×4)-0.04)10m30.072XWKL-5(1)((0.2×0.55×6.1)-0.055)+((0.2×0.55×6.1)-0.055)10m30.1232143 XWKL-6(2A)((0.2×0.55×9.3)-0.11)+((0.2×0.55×9.3)-0.11)10m30.1826XWKL-7(2A)((0.2×0.55×6.2)-0.055)+((0.2×0.55×6.2)-0.055)10m30.1254XWKL-7(2A)(200×500)((0.2×0.5×3.2)-0.03-0.01)+((0.2×0.5×3.2)-0.03-0.01)10m30.056XWKL-8(2)((0.2×0.55×8)-0.088)+((0.2×0.55×8)-0.088)10m30.1584小计10m31.546010405001001有梁板C2510m3438.1386A4-98现浇砼有梁板10m343.8139首层XB-100(((3.38×1.9)×0.1)-0.0135-0.061)+(((3.38×1.9)×0.1)-0.0134-0.0292)+((4.5116×0.1)-0.0063-0.1098)+((3.0457×0.1)-0.0062-0.0731)+((3.0399×0.1)-0.0062-0.073)+((4.7241×0.1)-0.0065-0.1151)+((4.7477×0.1)-0.0067-0.1217)+((3.0458×0.1)-0.0063-0.0793)+((3.0398×0.1)-0.0057-0.073)+((4.623×0.1)-0.0057-0.1126)10m30.3438续附表9编码项目名称/构件名称/位置/工程量明细单位工程量XB-120((((7.0147+7.4537)×2.6997/2)×0.12)-0.0211-0.2243)+(((7.6×2.7)×0.12)-0.0084-0.2416)+((((2.7037+2.9963)×1.7999/2)×0.12)-0.0084-0.1063)+(((3.125×1.8)×0.12)-0.0078-0.1128)+(((3.2×3.125)×0.12)-0.156)+((((2.9964+3.5166)×3.1998/2)×0.12)-0.1597)+(((3.125×1.3)×0.12)-0.0158-0.0935)+(((4.5×1.625+1.9×1.6)×0.12)-0.0053-0.2219)+(((2.6×1.6)×0.12)-0.0024-0.0936)+(((1.8×1.625)×0.12)-0.003-0.0792)+(((3.8×1.8)×0.12)-0.0111-0.12)+(((3.8×1.8)×0.12)-0.0159-0.1248)+(((4×1.3)×0.12)-0.0084-0.1164)+(((2.6×2)×0.12)-0.0063-0.1068)+(((2.6×2)×0.12)-0.0063-0.1068)+((((7.0147+7.4537)×2.6997/2)×0.12)-0.0211-0.2242)+((((2.7037+2.9963)×1.7999/2)×0.12)-0.0083-0.1061)+(((3.8×1.8)×0.12)-0.0112-0.12)+(((1.8×1.625)×0.12)-0.003-0.0792)+(((3.125×1.8)×0.12)-0.0078-0.1129)+(((4×1.3)×0.12)-0.0083-0.1165)+(((2.6×1.6)×0.12)-0.0024-0.0936)+(((7.6×2.7)×0.12)-0.0084-0.2416)+(((3.8×1.8)×0.12)-0.0159-0.1246)+(((3.2×3.125)×0.12)-0.156)+(((1.9×1.6+4.5×1.625)×0.12)-0.0053-0.2218)+((((2.9964+3.5166)×3.1998/2)×0.12)-0.1589)+(((3.125×1.3)×0.12)-0.0158-0.0933)10m32.3891小计10m32.7329夹层XB-100(((3.38×1.74)×0.1)-0.002-0.0964)+(((3.38×1.74)×0.1)-0.0021-0.0963)+(((-(0.0651/2-sin(0.0651/2)×cos(0.0651/2))×10m35.6679143 58.418×58.418+(1.9975+2.1862)×3.8/2)×0.1)-0.0183-0.0999)+(((-(0.0651/2-sin(0.0651/2)×cos(0.0651/2))×58.418×58.418+(1.9975+2.0563)×3.8/2)×0.1)-0.0177-0.0985)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((3.2×2.7)×0.1)-0.0015-0.1125)+((((3.601+4.3152)×4.3999/2)×0.1)-0.0103-0.1666)+((((2.2658+2.704)×2.7/2)×0.1)-0.0051-0.1074)+(((3.15×2.7)×0.1)-0.0035-0.0971)+(((2.7×1.2)×0.1)-0.004-0.07)+(((2.7×1.6)×0.1)-0.009-0.0563)+(((3.2×2.7)×0.1)-0.0015-0.1125)+(((2.7×1.2)×0.1)-0.004-0.07)+((((3.5+4.4)×4.3949/2+4.4×0.0051)×0.1)-0.0227-0.1603)+(((2.7×1.6)×0.1)-0.009-0.076)+(((3.5×2.7)×0.1)-0.003-0.1358)+(((2.7×2)×0.1)-0.013-0.0958)+(((3.1501×1.3)×0.1)-0.002-0.0529)+(((3.1501×1.9+1.8001×0.8)×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量XB-1000.1)-0.006-0.0981)+(((1.8001×1.4)×0.1)-0.0053-0.056)+(((1.8×1.4)×0.1)-0.0053-0.056)+(((3×1.8)×0.1)-0.008-0.0832)+(((1.8×1)×0.1)-0.004-0.032)+(((3.6×2.6)×0.1)-0.005-0.091-0.0245)+(((4×2.6)×0.1)-0.007-0.123)+(((3.125×1.9)×0.1)-0.0019-0.0859)+(((3.125×1.3)×0.1)-0.0018-0.0526)+(((2.6×2.12)×0.1)-0.0075-0.0349)+(((3.5×2.7)×0.1)-0.0031-0.1357)+(((4.4×0.0051+(3.5+4.4)×4.3949/2)×0.1)-0.018-0.161)+(((3.6×2.6)×0.1)-0.0062-0.0906-0.0245)+(((3.2×2.7)×0.1)-0.0014-0.1126)+(((2.7×1.2)×0.1)-0.0041-0.07)+(((2.7×1.6)×0.1)-0.0089-0.076)+(((1.8×1)×0.1)-0.004-0.032)+(((2.6×2.12)×0.1)-0.0085-0.0355)+(((3.2×2.7)×0.1)-0.0015-0.1125)+((((4.3152+3.601)×4.3999/2)×0.1)-0.0102-0.1673)+(((3.15×2.7)×0.1)-0.0036-0.097)+((((2.2658+2.704)×2.7/2)×0.1)-0.0051-0.1077)+(((2.7×1.2)×0.1)-0.0041-0.07)+(((7.1×3.8)×0.1)-0.0074-0.2066)+(((1.8001×0.8+3.1501×1.9)×0.1)-0.0061-0.0982)+(((2.7×1.6)×0.1)-0.009-0.0563)+(((3.1501×1.3)×0.1)-0.002-0.0529)+(((1.8001×1.4)×0.1)-0.0053-0.056)+(((1.8×1.4)×0.1)-0.0052-0.056)+(((4×2.6)×0.1)-0.0069-0.1231)+(((7.1×3.8)×0.1)-0.0075-0.2066)+(((3×1.8)×0.1)-0.0081-0.0832)+(((3.125×1.9)×0.1)-0.0019-0.0858)+(((3.125×1.3)×0.1)-0.0013-0.0527)+(((2.7×2)×0.1)-0.0179-0.0952)+(((-(0.0652/2-sin(0.0652/2)×cos(0.0652/2))×58.418×58.418+(2.4128+2.6341)×3.8/2)×0.1)-0.0183-0.1085)+(((-(0.0651/2-sin(0.0651/2)×cos(0.0651/2))×10m35.6679143 58.418×58.418+(2.4392+2.4128)×3.8/2)×0.1)-0.0183-0.1065)+(((6.125×4+8×7.6)×0.1)-0.0899-0.909)+(((4×1.3)×0.1)-0.004-0.062)+(((7.998×7.6+6.1243×4)×0.1)-0.0945-0.9096)+(((11.6×0.0007+4×1.3+11.6×0.0013/2)×0.1)-0.004-0.063)XB-120(((-(0.1005/2-sin(0.1005/2)×cos(0.1005/2))×58.418×58.418+(3.0003+2.2148)×5.8689/2+2.1862×0.3545/2)×0.12)-0.0216-0.195)+(((-(0.0975/2-sin(0.0975/2)×cos(0.0975/2))×58.418×58.418+(2.0563+2.6063)×5.6663/2+2.6604×0.5229/2)×0.12)-0.0207-0.185)+((((3.216+2.7045)×3.1501/2)×0.12)-0.0084-0.117)+(((3.15×3.15)×0.12)-0.0084-0.094)+((((3.7239+3.2162)×3.125/2)×0.12)-0.0058-0.0819)+(((3.15×3.125)×0.12)-0.0189-0.0533)+(((5.5×1.8)×0.12)-0.0288-0.1042)+(((3.38×2.6)×10m32.0356续附表9编码项目名称/构件名称/位置/工程量明细单位工程量XB-1200.12)-0.0042-0.1345)+((((0.9226+1.455)×2.6/2)×0.12)-0.0133-0.0863)+((((0.9226+0.001)×4.5/2)×0.12)-0.0037-0.0474)+(((3.38×2.6)×0.12)-0.0051-0.134)+((((1.455+0.9226)×2.6/2)×0.12)-0.0135-0.0862)+(((5.5×1.8)×0.12)-0.0287-0.1043)+(((3.15×3.15)×0.12)-0.0084-0.094)+((((3.216+2.7045)×3.1501/2)×0.12)-0.0083-0.1173)+((((3.7239+3.2162)×3.125/2)×0.12)-0.0058-0.082)+(((3.15×3.125)×0.12)-0.0137-0.0535)+((((0.001+0.9226)×4.5/2)×0.12)-0.0038-0.0473)+(((-(0.0952/2-sin(0.0952/2)×cos(0.0952/2))×58.418×58.418+(3.4708+2.6887)×5.5455/2+2.6341×0.5394/2)×0.12)-0.0216-0.2024)+(((-(0.1/2-sin(0.1/2)×cos(0.1/2))×58.418×58.418+(6.3+5.9026)×2.4392/2+5.841×0.5276/2)×0.12)-0.0214-0.1979)10m32.0356小计10m37.7035第2层、第3层、第4层、第5层A-100(((1.8×0.8+3.15×1.9)×0.1)-0.005-0.108)+(((3.15×1.9)×0.1)-0.002-0.095)+(((3×1.8)×0.1)-0.008-0.088)+(((3.15×1.9+1.8×0.8)×0.1)-0.005-0.108)+(((3×1.8)×0.1)-0.008-0.088)+(((3.15×1.9)×0.1)-0.002-0.095)10m30.3151D-100((((2.2642+2.7033)×2.7/2)×0.1)-0.0051-0.0951)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.7×2)×0.1)-0.013-0.0645)+(((2.8×2)×0.1)-0.009-0.083)+(((2.4×1.8)×0.1)-0.002-0.078)+(((2.7×2)×0.1)-0.0115-0.0653)+(((2.7×1.6)×10m30.5098143 0.1)-0.007-0.077)+((((2.2642+2.7033)×2.7/2)×0.1)-0.0051-0.0951)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.8×2)×0.1)-0.009-0.083)+(((2.4×1.8)×0.1)-0.002-0.078)小计10m37.7035第2层、第3层、第4层、第5层A-100(((1.8×0.8+3.15×1.9)×0.1)-0.005-0.108)+(((3.15×1.9)×0.1)-0.002-0.095)+(((3×1.8)×0.1)-0.008-0.088)+(((3.15×1.9+1.8×0.8)×0.1)-0.005-0.108)+(((3×1.8)×0.1)-0.008-0.088)+(((3.15×1.9)×0.1)-0.002-0.095)10m30.3151D-100((((2.2642+2.7033)×2.7/2)×0.1)-0.0051-0.0951)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.7×2)×0.1)-0.013-0.0645)+(((2.8×2)×0.1)-0.009-0.083)+(((2.4×1.8)×0.1)-0.002-0.078)+(((2.7×2)×0.1)-0.0115-0.0653)+(((2.7×1.6)×0.1)-0.007-0.077)+((((2.2642+2.7033)×2.7/2)×0.1)-0.0051-0.0951)+(((2.7×1.6)×0.1)-0.007-0.077)+(((2.8×2)10m30.5098续附表9编码项目名称/构件名称/位置/工程量明细单位工程量E-100×0.1)-0.009-0.083)+(((2.4×1.8)×0.1)-0.002-0.078)((((3.5985+4.3142)×4.4/2)×0.1)-0.0075-0.1578)+(((3.2×2.7)×0.1)-0.0015-0.1125)+(((2.7×1.2)×0.1)-0.003-0.071)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((3.2×2.7)×0.1)-0.0015-0.1125)+(((4.4×3.5)×0.1)-0.005-0.14)+(((2.7×1.2)×0.1)-0.003-0.071)+(((3.5×2.7)×0.1)-0.002-0.118)+(((3.15×2.7)×0.1)-0.002-0.091)+(((1.8×1.4)×0.1)-0.0045-0.0565)+(((1.8×1.4)×0.1)-0.0045-0.0565)+(((4×2.6)×0.1)-0.005-0.124)+(((2.6×1.2)×0.1)-0.002-0.06)+(((7.5×4)×0.1)-0.016-0.214)+(((2×1.2)×0.1)-0.006-0.056)+(((3.6×3.2)×0.1)-0.006-0.126)+(((1.8×1.2)×0.1)-0.001-0.055)+(((4.1×4)×0.1)-0.009-0.149)+(((3.6×3)×0.1)-0.009-0.119)+(((4.4×3.5)×0.1)-0.003-0.142)+(((3.5×2.7)×0.1)-0.002-0.118)+(((3.2×2.7)×0.1)-0.0015-0.1125)+(((2.7×1.2)×0.1)-0.003-0.071)+(((2.6×1.2)×0.1)-0.002-0.06)+(((3.2×2.7)×0.1)-0.0015-0.1125)+(((2.7×1.2)×0.1)-0.003-0.071)+(((3.15×2.7)×0.1)-0.002-0.091)+((((4.3142+3.5985)×4.4/2)×0.1)-0.0075-0.1578)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((1.8×1.4)×0.1)-0.0045-0.0565)+(((1.8×1.4)×0.1)-0.0045-0.0565)+(((4×2.6)×0.1)-0.005-0.124)+(((7.1×3.8)×0.1)-0.0075-0.2065)+(((7.5×4)×0.1)-0.016-0.214)+(((2×1.2)×0.1)-0.006-0.056)+(((3.6×3.2)×0.1)-0.006-0.126)+(((1.8×1.2)×0.1)-0.001-0.055)+(((4.1×4)×0.1)-0.009-0.149)+(((3.6×3)×0.1)-0.009-0.119)+(((3.88×1.27)×0.1)-0.003-0.0301)+(((3.88×1.27)×0.1)-0.003-0.0301)10m34.0171143 小计10m34.842第6层A-100(((2.6×1.3)×0.1)-0.006-0.0302)+(((2.6×1.3)×0.1)-0.006-0.0302)10m30.0604B-120(((3.1499×1.3)×0.12)-0.0024-0.1085)+(((2.2×1.7999+3.15×1.9)×0.12)-0.0114-0.159)+(((5.4×1.7999)×0.12)-0.0198-0.1542)+(((2.6×2.2)×0.12)-0.0048-0.1068)+(((2.6×1.8)×0.12)-0.0012-0.0996)+(((3.2×3.10m30.897A-100(((2.6×1.3)×0.1)-0.006-0.0302)+(((2.6×1.3)×0.1)-0.006-0.0302)10m30.0604B-120(((3.1499×1.3)×0.12)-0.0024-0.1085)+(((2.2×1.7999+3.15×1.9)×0.12)-0.0114-0.159)+(((5.4×1.7999)×0.12)-0.0198-0.1542)+(((2.6×2.2)×0.12)-0.0048-0.1068)+(((2.6×1.8)×0.12)-0.0012-0.0996)+(((3.2×3.15)×0.12)-0.0048-0.1517)+(((3.15×1.3)×10m30.897续附表9编码项目名称/构件名称/位置/工程量明细单位工程量B-1200.12)-0.0024-0.1085)+(((3.15×1.9+2.2×1.7999)×0.12)-0.0114-0.159)+(((2.6×2.2)×0.12)-0.0048-0.1068)+(((2.6×1.8)×0.12)-0.0012-0.0996)+(((5.4×1.8)×0.12)-0.0198-0.1542)+(((3.2×3.15)×0.12)-0.0048-0.1516)10m30.897C-100(((2.8×2)×0.1)-0.009-0.0875)+(((2.4×1.8)×0.1)-0.002-0.078)+(((2.8×2)×0.1)-0.009-0.0875)+((2.4×1.8)×0.1)-0.002-0.07810m30.1631D-100(((7.5×4)×0.1)-0.016-0.214)+(((3.6×1.06)×0.1)-0.002-0.087)+(((2×1.2)×0.1)-0.006-0.056)+(((4.1×4)×0.1)-0.009-0.1214)+(((1.8×1.2)×0.1)-0.001-0.055)+(((3.6×3)×0.1)-0.009-0.119)+((((4.7533+4.3142)×2.7001/2)×0.1)-0.0051-0.1361)+((((4.3142+3.5985)×4.4/2)×0.1)-0.0075-0.1578)+(((4.4×2.7)×0.1)-0.0045-0.1335)+(((2.7001×2.7)×0.1)-0.009-0.097)+(((3.8×2.7001)×0.1)-0.0035-0.1225)+(((4.4×3.8)×0.1)-0.004-0.156)+(((4.4×3.8)×0.1)-0.004-0.156)+(((3.8×2.7)×0.1)-0.0035-0.1225)+(((2.7×2.7)×0.1)-0.009-0.097)+(((4.4×2.7)×0.1)-0.0045-0.1335)+((((3.5+4.401)×4.4/2)×0.1)-0.0227-0.1499)+((((4.401+4.954)×2.7/2)×0.1)-0.0141-0.13)+((((3.5+4.401)×4.4/2)×0.1)-0.0232-0.1498)+((((4.401+4.954)×2.7/2)×0.1)-0.0136-0.1305)+(((4.4×2.7)×0.1)-0.0045-0.1335)+(((2.7×2.7)×0.1)-0.009-0.097)+(((4.4×2.7)×0.1)-0.0045-0.1335)+(((2.7001×2.7)×0.1)-0.009-0.097)+((((4.3142+3.5985)×4.4/2)×0.1)-0.0075-0.1578)+((((4.7533+4.3142)×2.7001/2)×10m33.8751143 0.1)-0.0051-0.1361)+(((4.4×3.8)×0.1)-0.004-0.156)+(((3.8×2.7001)×0.1)-0.0035-0.1225)+(((4.4×3.8)×0.1)-0.004-0.156)+(((3.8×2.7)×0.1)-0.0035-0.1225)+(((7.5×4)×0.1)-0.016-0.214)+(((2×1.2)×0.1)-0.006-0.056)+(((3.6×1.06)×0.1)-0.002-0.087)+(((1.8×1.2)×0.1)-0.001-0.055)+(((4.1×4)×0.1)-0.009-0.1213)+(((3.6×3)×0.1)-0.009-0.119)小计10m34.9956复式层B-100(((5.63×2.6)×0.1)-0.013-0.0503)+(((3.6×3.2)×0.1)-0.006-0.126)+(((4×3.2)×0.1)-0.019-0.123)+(((6.1×4)×0.1)-0.015-0.186)+(((4.8×3.6)×0.1)-0.008-0.156)+(((6.1×4)×0.1)10m31.4723B-100-0.015-0.186)+(((4.8×3.6)×0.1)-0.008-0.156)+(((4×3.2)×0.1)-0.019-0.123)+(((3.6×3.2)×0.1)-0.006-0.126)+(((5.63×2.6)×0.1)-0.013-0.0503)10m31.4723续附表9编码项目名称/构件名称/位置/工程量明细单位工程量XB-120((33.9786×0.12)-0.008-0.088-0.0029)+((98.5269×0.12)-0.0238-0.4165)+((33.6431×0.12)-0.0057-0.0903-0.0008)+((33.6462×0.12)-0.0057-0.0904)+((98.5473×0.12)-0.0239-0.4125)+((18.4993×0.12)-0.110m35.1291B-100-0.015-0.186)+(((4.8×3.6)×0.1)-0.008-0.156)+(((4×3.2)×0.1)-0.019-0.123)+(((3.6×3.2)×0.1)-0.006-0.126)+(((5.63×2.6)×0.1)-0.013-0.0503)10m3XB-120((33.9786×0.12)-0.008-0.088-0.0029)+((98.5269×0.12)-0.0238-0.4165)+((33.6431×0.12)-0.0057-0.0903-0.0008)+((33.6462×0.12)-0.0057-0.0904)+((98.5473×0.12)-0.0239-0.4125)+((18.4993×0.12)-0.1174)+((34.04×0.12)-0.0079-0.0881)+((18.4993×0.12)-0.1173)+((8.462×0.12)-0.0042-0.0234)+((8.462×0.12)-0.0042-0.0235)+((8.4618×0.12)-0.0042-0.0234)+((8.462×0.12)-0.0042-0.0229)+(((4.3×4)×0.12)-0.0024-0.1464)+(((4.8×4)×0.12)-0.012-0.1968)+(((4×1.3)×0.12)-0.0048-0.1175)10m35.1291小计10m36.6014坡屋面XB-1((28.4611×0.12)-0.0069-0.0796)+((12.1029×0.12)-0.0073-0.0624)+((3.3549×0.12)-0.001-0.0059)+((3.3546×0.12)-0.0026-0.0129)+((5.4195×0.12)-0.046)+((15.3688×0.12)-0.0015-0.0167)+((8.3283×0.12)-0.0051-0.0161)+((20.3967×0.12)-0.0126-0.0306)+((18.4993×0.12)-0.0053-0.0289)+((15.368810m32.6986143 ×0.12)-0.0015-0.0167)+((18.4993×0.12)-0.0053-0.0289)+((8.3283×0.12)-0.0051-0.0161)+((12.1029×0.12)-0.0073-0.0624)+((28.4611×0.12)-0.0069-0.0796)+((20.3967×0.12)-0.0126-0.0306)+((5.4195×0.12)-0.046)+((3.3549×0.12)-0.001-0.0059)+((3.3546×0.12)-0.0026-0.0129)小计10m32.6986010405008001雨篷、阳台板C25m326.1111A4-100现浇砼平板10m32.6679夹层、第2层、第3层、第4层YTB-100(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((1.8×1)×0.1)-0.004-0.0432)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((3.15×1.3)×10m30.5178续附表9编码项目名称/构件名称/位置/工程量明细单位工程量YTB-1000.1)-0.002-0.0528)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((1.8×1)×0.1)-0.004-0.0432)+(((4×1.8)×0.1)-0.024-0.098)+(((4×1.8)×0.1)-0.024-0.098)10m30.5178小计10m30.5178第5层YTB-100(((3.8×1.8)×0.1)-0.009-0.0826)+(((3.8×1.8)×0.1)-0.009-0.0835)+(((3.8×1.8)×0.1)-0.009-0.0808)+(((3.8×1.8)×0.1)-0.009-0.0808)+(((1.8×1)×0.1)-0.004-0.032)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((3.15×1.3)×0.1)-0.002-0.0528)+(((1.8×1)×0.1)-0.004-0.0292)+(((4×1.8)×0.1)-0.024-0.098)+(((4×1.8)×0.1)-0.024-0.098)10m30.5279小计10m30.5279第6层YTB-100(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((3.8×1.8)×0.1)-0.009-0.101)+(((1.8×1)×0.1)-0.004-0.009)+(((3.15×1.3)×0.1)-0.002-0.0491)+(((3.15×1.3)×0.1)-0.002-0.0491)+(((3.15×1.3)×0.1)-0.002-0.0491)+(((3.15×1.3)×0.1)-0.002-0.0491)+(((1.8×1)×0.1)-0.004-0.009)+(((4×1.8)×0.1)-0.024-0.098)+(((4×1.8)×0.1)-0.024-0.098)10m30.5258小计10m30.5258复式层143 YTB-100(((4×1.8)×0.1)-0.012-0.14)10m30.0568小计10m30.0568010403005001过梁1.钢筋砖过梁：MU10砖，M10混合砂浆砌筑2.钢筋砼过梁：砼等级强度为C20m313.6099A4-91现浇砼过梁10m31.361第2层、第3层、第4层GL-1((0.035×0.9))+((0.035×0.9))+((0.035×0.9))+((0.035×0.9))10m30.0128GL-2((0.04×1))+((0.04×1)-0.04)+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1)-0.04)+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1)-0.004-0.036)+((0.04×1)-0.004-0.036)+((0.04×1.54))+((0.04×1))+((0.04×1))+((0.04×1))10m30.0542GL-3((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×10m30.0942续附表9编码项目名称/构件名称/位置/工程量明细单位工程量GL-31.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.011)+((0.045×1.1)-0.0495)+v((0.045×1.1)-0.0055)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.011)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1))10m30.0942GL-4((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))10m30.036GL-5((0.024×2)-0.048)+((0.024×2)-0.048)+((0.024×2.3)-0.0552)+((0.024×2)-0.048)+((0.024×1.7)-0.0408)+((0.024×1.8))+((0.024×1.8))+((0.024×2.1))+((0.024×2.1))+((0.024×2.1))+((0.024×1.7)-0.0408)+((0.024×2)-0.048)+((0.024×2.1))+((0.024×2.3)-0.0552)10m30.0286GL-6((0.036×2.8))+((0.036×2.8))+((0.036×2.8))+((0.036×2.8))10m30.0404小计10m30.2662GL-5((0.024×2)-0.048)+((0.024×2)-0.048)+((0.024×2.3)-0.0552)+((0.024×2)-0.048)+((0.024×1.7)-0.0408)+((0.024×1.8))+((0.024×1.8))+((0.024×2.1))+((0.024×2.1))+((0.024×2.1))+((0.024×1.7)-0.0408)+((0.024×2)-0.048)+((0.024×2.1))+((0.024×2.3)-0.0552)10m30.0286GL-6((0.036×2.8))+((0.036×2.8))+((0.036×2.8))+((0.036×2.8))10m30.0404小计10m30.2662第5层GL-1((0.035×0.9))+((0.035×0.9))+((0.035×1.2))+((0.035×1.2)-0.0049)10m30.0143143 GL-2((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1.1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1.1))+((0.04×1))+((0.04×1)-0.004-0.036)+((0.04×1)-0.004-0.036)+((0.04×1.54))10m30.063GL-3((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1))+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)10m30.0854续附表9编码项目名称/构件名称/位置/工程量明细单位工程量GL-4((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))10m30.024GL-5((0.024×2.3)-0.0552)+((0.024×2.3)-0.0552)+((0.024×2)-0.048)+((0.024×2)-0.048)+((0.024×1.7)-0.0408)+((0.024×1.7)-0.0408)+((0.024×1.8))+((0.024×1.8))+((0.024×2.1))+((0.024×2.1))+((0.024×2.1))+((0.024×2.1))+((0.024×1.7)-0.0004)+((0.024×1.7)-0.0004-0.0404)10m30.0326GL-6((0.036×2.8))+((0.036×2.8))+((0.036×2.8))+((0.036×2.8))10m30.0404小计10m30.2597第6层GL-1((0.035×0.9))+((0.035×0.9))+((0.035×0.9))+((0.035×1.2)-0.0049)10m30.0133GL-2((0.04×1))+((0.04×1))+((0.04×1.1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1))+((0.04×1.54))+((0.04×1))+((0.04×1))+((0.04×1)-0.004-0.036)+((0.04×1))+((0.04×1))+((0.04×1)-0.004-0.036)+((0.04×1))10m30.0586GL-3((0.045×1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1))+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0055)+((0.045×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.10m30.0854GL-31)-0.0055)((0.045×1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1))+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0055)+((0.04510m30.0854143 ×1.1)-0.0055)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0055)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0055)GL-4((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))+((0.05×1.2))10m30.03GL-5((0.024×1.8))+((0.024×2.3)-0.0552)+((0.024×2.1))+((0.024×2.1))+((0.024×2)-0.048)+((0.024×1.7)-0.0408)+((0.024×10m30.0286续附表9编码项目名称/构件名称/位置/工程量明细单位工程量GL-52)-0.048)+((0.024×1.7)-0.0408)+((0.024×2.1))+((0.024×2.1))+((0.024×2.3)-0.0552)+((0.024×1.8))10m30.0286GL-6((0.036×2.8))+((0.036×2.8))+((0.036×2.8))+((0.036×2.8))10m30.0404小计10m30.2563复式层GL-2((0.04×1.54))+((0.04×1.54))+((0.04×1.54))+((0.04×1.54))10m30.0248GL-3((0.045×1.1)-0.0495)+((0.045×1.1))+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1))+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1)-0.0495)+((0.045×1.1))+((0.045×1.1))10m30.025小计10m30.0498010406001001直形楼梯1.砼等级：C252.1：2.5水泥砂浆3.1：1.5水泥金刚砂4.扶手为镀锌钢管m²98.8253A4-102现浇砼楼梯直形10m²9.8825首层LT-1(2.656)+(2.656)10m²0.5312LT-2(1.992)+(1.992)10m²0.3984LT-3(4.98-0.0001)+(4.98-0.0001)10m²0.996小计10m²1.9256第2层LT-1(4.8384)+(4.8384-0.0002)10m²0.9676LT-2(0.6048)+(0.6048)10m²0.121小计10m²1.0886143 第3层LT-1(3.6288)+(3.6288)10m²0.7258LT-2(1.8144)+(1.8144)10m²0.3628小计10m²1.0886第4层LT-1(8.3232)+(8.3232-0.0003)10m²1.6646小计10m²1.6646第5层LT-1(8.3232)+(8.3232-0.0003)10m²1.6646小计10m²1.6646续附表9编码项目名称/构件名称/位置/工程量明细单位工程量第6层LT-2(8.1932-1.384)+(8.1932-1.3841)10m²1.3618LT-1(2.7216)+(2.7216-0.0002)10m²0.5443LT-3(2.7216)+(2.7216)10m²0.5444小计10m²2.4505B1-7水泥砂浆楼梯100m²0.9883首层LT-1(2.656)+(2.656)100m²0.0532LT-2(1.992)+(1.992)100m²0.0398LT-3(4.98-0.0001)+(4.98-0.0001)100m²0.0996小计100m²0.1926第2层LT-1(4.8384)+(4.8384-0.0002)100m²0.0968LT-2(0.6048)+(0.6048)100m²0.012小计100m²0.1088第3层LT-1(3.6288)+(3.6288)100m²0.0726LT-2(1.8144)+(1.8144)100m²0.0362小计100m²0.1088第4层LT-1(8.3232)+(8.3232-0.0003)100m²0.1664小计100m²0.1664143 第5层LT-1(8.3232)+(8.3232-0.0003)100m²0.1664小计100m²0.1664第6层LT-2(8.1932-1.384)+(8.1932-1.3841)100m²0.1362LT-1(2.7216)+(2.7216-0.0002)100m²0.0544LT-3(2.7216)+(2.7216)100m²0.0544小计100m²0.245B1-107楼梯、台阶踏步防滑条金刚砂100m3.2924续附表9编码项目名称/构件名称/位置/工程量明细单位工程量首层LT-1((1.66×(4+1)))+((1.66×(4+1)))100m0.166LT-2((1.66×(4+1)))+((1.66×(4+1)))100m0.166LT-3((1.66×(10+1)))+((1.66×(10+1)))100m0.3652小计100m0.6972第2层LT-1((1.12×(16+1)))+((1.12×(16+1)))100m0.3808LT-2((1.12×(2+1)))+((1.12×(2+1)))100m0.0672小计100m0.448第3层LT-1((1.12×(12+1)))+((1.12×(12+1)))100m0.2912LT-2((1.12×(6+1)))+((1.12×(6+1)))100m0.1568小计100m0.448第4层LT-1(((2.4-0.16)×(9+1)))+(((2.4-0.16)×(9+1)))100m0.448小计100m0.448第5层LT-1(((2.4-0.16)×(9+1)))+(((2.4-0.16)×(9+1)))100m0.448小计100m0.448第6层LT-2((1.14×(4+1)+1.06×(5+1)+1.14×(4+1)))+((1.14×(4+1)+1.06×(5+1)+1.14×(4+1)))100m0.3552LT-1((1.12×(9+1)))+((1.12×(9+1)))100m0.224143 LT-3((1.12×(9+1)))+((1.12×(9+1)))100m0.224小计100m0.8032LT-1((1.12×(9+1)))+((1.12×(9+1)))100m0.224LT-3((1.12×(9+1)))+((1.12×(9+1)))100m0.224小计100m0.8032B1-162不锈钢管栏杆直线型竖条式100m0.8863首层LT-1(((4+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))+(((4+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))100m0.0336续附表9编码项目名称/构件名称/位置/工程量明细单位工程量LT-2(((4+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))+(((4+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))100m0.0336LT-3(((10+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))+(((10+1)×Sqrt(Sqr(0.3)+Sqr(0.1523))))100m0.074小计100m0.1412第2层LT-1(((16+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((16+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.105LT-2(((2+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((2+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.0186小计100m0.1236第3层LT-1(((12+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((12+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.0804LT-2(((6+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((6+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.0432小计100m0.1236第4层LT-1(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))×2+0.16×2))+(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))×2+0.16×2))100m0.13小计100m0.13第5层LT-1(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))×2+0.16×2))+(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))×2+0.16×2))100m0.13小计100m0.13第6层143 LT-2(((4+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+(5+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+(4+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+5×0.22))+(((4+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+(5+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+(4+1)×Sqrt(Sqr(0.22)+Sqr(0.1875))+5×0.22))100m0.1144LT-1(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.0618LT-3(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))+(((9+1)×Sqrt(Sqr(0.27)+Sqr(0.15))))100m0.0618小计100m0.238020401003001实木装饰门樘132续附表9编码项目名称/构件名称/位置/工程量明细单位工程量B4-94实木门100m²2.6394第2层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m²0.3564M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))100m²0.126小计100m²0.4824第3层、第4层、第5层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m²0.3762M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+(1×2.1)100m²0.126小计100m²0.5022第6层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m²0.3564M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))100m²0.126M-5((0.7×2.1))+((0.7×2.1))100m²0.0294小计100m²0.5118复式层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×100m²0.1386143 2.2))+((0.9×2.2))+((0.9×2.2))小计100m²0.1386B4-97实木门框100m2.6394第2层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.100m0.3564M-22))+((0.9×2.2))100m0.3564M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))100m0.126小计100m0.4824续附表9编码项目名称/构件名称/位置/工程量明细单位工程量第3层、第4层、第5层M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))100m0.126M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m0.3762M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))100m0.126小计100m0.5022第6层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m0.3564M-4((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+((1×2.1))+(1×2.1)100m0.126M-5((0.7×2.1))+((0.7×2.1))100m0.0294小计100m0.5118复式层M-2((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))+((0.9×2.2))100m0.1386小计100m0.1386020401008001连窗门1.推拉窗，单扇门2.铝合金，白片钢化玻璃12厚樘30B4-51铝合金门窗制作、安装单扇平开门带上亮100m²1.1305第2层、第3层、第4层、第5层、第6层MLC-1((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))100m²0.1716143 MLC-2((0.8×2.45+0.5×1.55))+((0.8×2.45+0.5×1.55))100m²0.0548小计100m²0.2264B4-55铝合金门窗制作、安装单扇平开窗带上亮100m²0.2735MLC-2((0.8×2.45+0.5×1.55))+((0.8×2.45+0.5×1.55))100m²0.0548小计100m²0.0548B4-61铝合金门窗制作、安装推拉窗双扇带亮100m²0.857MLC-1((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))+((0.8×2.45+1.5×1.55))100m²0.1716小计100m²0.1716020402002001金属推拉门白片钢化玻璃12厚樘8续附表9编码项目名称/构件名称/位置/工程量明细单位工程量B4-114无框全玻门100m²0.882首层DTM-1((4×3.15))+((4×3.15))100m²0.252DTM-2((2.8×3.15))+((2.8×3.15))+((2.8×3.15))+((2.8×3.15))100m²0.3528DTM-3((4.4×3.15))+((4.4×3.15))100m²0.2772小计100m²0.882020402003001金属地弹门铝合金弹簧门樘2B4-71铝合金门窗(成品)安装地弹门100m²0.066第2层M-1((1.5×2.2))+((1.5×2.2))100m²0.066小计100m²0.066020402005001塑钢门樘74B4-85塑钢门窗安装塑钢门(全板)带亮100m²1.3024第2层、第3层、第4层、第5层、第6层M-3((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))100m²0.2464小计100m²0.2464复式层M-3((0.8×2.2))+((0.8×2.2))+((0.8×2.2))+((0.8×2.2))100m²0.0704小计100m²0.0704020404005001全玻门(带扇框)樘52B4-73铝合金门窗(成品)安装推拉门100m²2.8992143 第2层、第3层、第4层、第5层、第6层TLM1((2.8×2.45))+((2.8×2.45))+((2.8×2.45))+((2.8×2.45))+((2.8×2.45))+((2.8×2.45))100m²0.4116TLm²((1.6×2.2))+((1.6×2.2))+((1.6×2.2))+((1.6×2.2))100m²0.1408小计100m²0.5524复式层TLM1((2.8×2.45))+((2.8×2.45))100m²0.1372小计100m²0.1372020406001001金属推拉窗铝合金、白片玻璃樘75小计100m²0.1372续附表9编码项目名称/构件名称/位置/工程量明细单位工程量020406001001金属推拉窗铝合金、白片玻璃樘75B4-74铝合金门窗(成品)安装推拉窗100m²0.9715夹层C-11((4.8×0.8))+((4.8×0.8))100m²0.0768小计100m²0.0768第2层C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.0904C-6((0.8×1.25))+((0.8×1.25))100m²0.02C-7((1.2×1.25))+((1.2×1.25))100m²0.03小计100m²0.1404第3层C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.0904C-6((0.8×1.25))+((0.8×1.25))100m²0.02C-7((1.2×1.25))+((1.2×1.25))100m²0.03C-8((1.2×1.4))+((1.2×1.4))100m²0.0336小计100m²0.174第4层C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.0904C-6((0.8×1.25))+((0.8×1.25))100m²0.02143 C-7((1.2×1.25))+((1.2×1.25))100m²0.03C-9((1.2×1.5))+((1.2×1.5))100m²0.036小计100m²0.1764第5层C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.0904C-6((0.8×1.25))+((0.8×1.25))100m²0.02C-7((1.2×1.25))+((1.2×1.25))100m²0.03C-10((1.2×1.6))+((1.2×1.6))100m²0.0384小计100m²0.1788续附表9编码项目名称/构件名称/位置/工程量明细单位工程量第6层C-6((0.8×1.25))+((0.8×1.25))100m²0.02C-7((1.2×1.25))+((1.2×1.25))100m²0.03C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.113C-6((0.8×1.25))+((0.8×1.25))100m²0.02C-7((1.2×1.25))+((1.2×1.25))100m²0.03C-10((1.2×1.6))100m²0.0192小计100m²0.1822复式层C-5((0.9×1.25))+((0.9×1.25))+((0.9×1.25))+((0.9×1.25))100m²0.0452小计100m²0.0452020406002001金属平开窗窗类型：飘窗樘93A4-158预制砼窗台板10m30.7261第2层、第3层、第4层、第5层C-1(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.110m30.0912C-2(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×10m30.048143 (0.5+0.025)))×0.1小计10m30.1392第6层C-1(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.110m30.0912C-2(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.1+(((1.5+0.025)×(0.5+0.025)))×0.110m30.032小计10m30.1232续附表9编码项目名称/构件名称/位置/工程量明细单位工程量复式层C-1(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×(0.6+0.025)))×0.1+(((1.8+0.025)×10m30.0456C-1(0.6+0.025)))×0.110m30.0456小计0.0456B4-31圆形玻璃窗、木百页窗、天窗圆形及半圆形玻璃窗100m²0.0113第6层C-12(1.131)100m²0.0113小计100m²0.0113小计0.0456B4-31圆形玻璃窗、木百页窗、天窗圆形及半圆形玻璃窗100m²0.0113第6层C-12(1.131)100m²0.0113小计100m²0.0113B4-76铝合金门窗(成品)安装平开窗100m²0.5115第2层、第3层、第4层、第5层、第6层C-3((1.8×1.55))+((1.8×1.55))100m²0.0558C-4((1.5×1.55))+((1.5×1.55))100m²0.0466小计100m²0.1024B4-79铝合金门窗(成品)安装百页窗100m²2.9896第2层、第3层、第4层、第5层C-1(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)100m²0.3552143 C-2(3.7)+(3.7)+(3.7)+(3.7)+(3.7)+(3.7)100m²0.222小计100m²0.5772第6层C-1(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)+(4.44)100m²0.3552C-2(3.7)+(3.7)+(3.7)+(3.7)100m²0.148小计100m²0.5032复式层C-1(4.44)+(4.44)+(4.44)+(4.44)100m²0.1776小计100m²0.1776020401006001木质防火门丙级防火门樘20续附表9编码项目名称/构件名称/位置/工程量明细单位工程量A7-28防火门框架式单面石棉板门扇制安100m²0.294第2层、第3层、第4层、第5层、第6层FM((0.7×2.1))+((0.7×2.1))+((0.7×2.1))+((0.7×2.1))100m²0.0588小计100m²0.0588B4-117门窗套不带木筋100m²0.294第2层、第3层、第4层、第5层、第6层FM((0.7×2.1))+((0.7×2.1))+((0.7×2.1))+((0.7×2.1))100m²0.0588小计100m²0.0588010407002001散水、坡道C15m²29.7727BA3-1混凝土散水100m²0.2977首层SS-1(14.8323)+(14.8651)+((0.2247×0.6909/2-0.0023))100m²0.2978小计100m²0.2978010405007001天沟、挑檐板m31.3919A4-110现浇砼天沟挑檐10m31.3918复式层TY-100(((1.55×0.2494+(0.0007+0.0002)×0.0006/2)×0.1))+(((8.05×0.25)×0.1))+(((1.8×0.25)×0.1))+(((6.1384×0.25)×0.1))+(((5.1766×0.2494)×0.1))+((1.403×0.1))+(((0.2533×0.0401/2)×0.1))+((10m30.1724TY-100((6.1828+6.1829)×0/2+(6.1422+6.1829)×0.25/2)×0.1))+(((6.1384×0.25)×0.1))+((1.2914×0.1))+(((1.8×0.25)×0.1))+(((8.05×0.25)×0.1))+((0.3866×0.1))+((((6.1422+6.1829)×0.25/2+(6.1827+6.1829)×0/2)×0.1))+(((0.0406×0.2499/2)×143 0.1))+((1.403×0.1))TY-200((((5.6771+5.6613)×0.1/2)×0.2))+(((5.1766×0.1)×0.2))+((2.3673×0.2))+((6.0612×0.2))+((2.3673×0.2))+((6.0612×0.2))+(((5.1766×0.1)×0.2))+((((5.6771+5.6613)×0.1/2)×0.2))10m30.3804TY-150((((5.7177+5.6776)×0.25/2)×0.15))+(((5.1766×0.25+0.6×0.25+0.6×0/2)×0.15))+((((0.2001+0.2087)×7.2029/2+(0.1884+0.2087)×0.0996/2+0.1884×0.0004/2)×0.15))+((((0.1+1.0186)×0.1884/2+(1.0186+0.9818)×1.2881/2+0.9818×0.2001/2)×0.15))+(((0.6×0.25+5.1766×0.25+0.6×0/2)×0.15))+((((5.7177+5.6776)×0.25/2)×0.15))10m30.131小计10m30.6838坡屋面续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TY-100(((6.5501×0.15+(0.45+0.3501)×0.0999/2)×0.1))+(((4×0.1499+0.15×0.1)×0.1))+(((1.1999×0.15)×0.1))+((1.165×0.1))+(((1.1999×0.25)×0.1))+(((3.6×0.1499+0.35×0.1001)×0.1))+(((7.8999×0.25+0.3001×0.12)×0.1))+(((2.1×0.25+(5.43×10m30.1813TY-1000.25)+(0.25×0.12))×0.1))+(((0.3501×0.25+1.8×0.15)×0.1))+(((3.7501×0.2501)×0.1))+(((2.1×0.25+(5.43×0.25)+(0.25×0.12))×0.1))+((0.3625×0.1))+(((3.7501×0.2501)×0.1))+(((0.3×0.12+7.9×0.25)×0.1))+((1.0226×0.1))+(((0.35×0.25+3.25×0.1499)×0.1))+(((1.1999×0.25)×0.1))+((0.6197×0.1))+(((1.1999×0.15)×0.1))+((1.165×0.1))10m30.1813TY-200(((6.9×0.1)×0.2))+(((4×0.1)×0.2))+(((1.3×0.1)×0.2))+(((4.9×0.1)×0.2))+(((1.3×0.1)×0.2))+(((3.6×0.1)×0.2))+(((8.7×0.1)×0.2))+(((2.35×0.1+(5.43×0.1)+(0.22×0.1))×0.2))+(((2×0.1)×0.2))+(((3.9×0.1)×0.2))+((((((6.9×0.1)×0.2))+(((4×0.1)×0.2))+(((1.3×0.1)×0.2))+(((4.9×0.1)×0.2))+(((1.3×0.1)×0.2))+(((3.6×0.1)×0.2))+(((8.7×0.1)×0.2))+(((2.35×0.1+(5.43×0.1)+(0.22×0.1))×0.2))+(((2×0.1)×0.2))+(((3.9×0.1)×0.2))+(((2.35×0.1+(5.43×0.1)+(0.22×0.1))×0.2))+(((2×0.1)×0.2))+(((3.9×0.1)×0.2))+(((8.7×0.1)×0.2))+(((6.9×0.1)×0.2))+(((3.6×0.1)×0.2))+(((4×0.1)×0.2))+(((1.3×0.1)×0.2))+(((4.9×0.1)×0.2))+(((1.3×0.1)×0.2))10m30.1784TY-150(((7.25×0.25)×0.15))+(((4×0.25)×0.15))+(((1.3×0.25)×0.15))+(((5.4×0.25)×0.15))+(((1.3×0.25)×0.15))+(((3.6×0.25)×0.15))+(((8.9×0.25)×0.15))+(((8.75×0.25)×0.15))+(((2.15×0.25)×0.15))+(((3.75×0.25)×0.15))+(((8.75×0.25)×0.15))+(((2.15×0.25)×0.15))+(((3.75×0.25)×0.15))+(((8.9×0.25)×0.15))+(((7.25×0.25)×0.15))+(((3.6×0.25)×0.15))+(((4×0.25)×0.15))+(((1.3×0.25)×0.15))+(((5.4×0.25)×0.15))+(((1.3×0.25)×0.15))10m30.3484143 小计10m30.7081010302004001填充墙1.B07的蒸压加气砌块2.外、内墙厚均为200，部分隔墙为120厚3.M5.0混合砂浆砌筑m3942.0662A3-46砌块墙加气混凝土砌块10m398.2819首层NQ((1.5×2.95×0.2)-0.1479-0.0005)+((1.5×2.95×0.2)-0.15)+((13.9318×2.95×0.2)-0.5303-1.2825-0.0025)+((13.8384×2.95×0.2)-0.5297-1.2397-0.013)+((16.4599×2.95×0.2)-0.8433-1.5687-0.0008)+((13.586×2.95×0.2)-0.531-1.06-0.012)+((13.3563×2.95×0.2)-0.5312-1.2256-0.0024)10m33.4092续附表9编码项目名称/构件名称/位置/工程量明细单位工程量WQ-外((38.4867×2.95×0.2)-16.5216-1.5138)+((15.1068×2.95×0.2)-0.5862-1.5474)+((14.555×2.95×10m34.0754WQ-外0.2)-0.0229-0.7396-1.2801)+((1.9×2.95×0.2)-0.0026-0.0571-0.2128)+((10.078×2.95×0.2)-0.0214-0.8668-0.9661)+((10.078×2.95×0.2)-0.0213-0.8669-0.972)+((1.9×2.95×0.2)-0.0025-0.0565-0.216)+((14.555×2.95×0.2)-0.0225-0.7439-1.3155)+((14.299×2.95×0.2)-0.5902-1.4669)10m34.0754WQ-外-1((0.5×1.95×0.2)-0.0425-0.029)+((0.5×1.95×0.2)-0.045-0.0885)+((0.5×1.95×0.2)-0.04-0.031)+((0.5×1.95×0.2)-0.045-0.0885)+((0.5×1.95×0.2)-0.045-0.088)+((0.5×1.95×0.2)-0.0425-0.0291)+((0.5×1.95×0.2)-0.04-0.0305)+((0.5×1.95×0.2)-0.045-0.0878)10m30.0744小计10m37.559夹层NQ((38.5651×2.4×0.2)-3.8516-0.8672)+((13.8384×2.4×0.2)-0.431-0.8387-0.0766-0.1009)+((13.9318×2.4×0.2)-0.4314-0.8578-0.0766-0.099)+((16.46×2.4×0.2)-0.6861-1.6152-0.076-0.0107)+((13.586×2.4×0.2)-0.432-0.9772-0.0562-0.09)+((13.3563×2.4×0.2)-0.4321-0.8056-0.0763-0.0986)+((1.5×2.4×0.2)-0.03)+((1.5×2.4×0.2)-0.03)10m34.1066GQ((14.4145×2.4×0.12)-0.1882-0.458-0.0888)+((14.4122×2.4×0.12)-0.187((14.4145×2.4×0.12)-0.1882-0.458-0.0888)+((14.4122×2.4×0.12)-0.1876-0.4581-0.0888)+((0.6×1.7×0.12)-0.0032-0.0084)+((0.6×1.7×0.12)-0.0017-0.0071)+((0.6×1.7×0.12)-0.0003-0.0086)+((0.816×1.7×0.12)-0.0408-0.007)+((0.6008×1.7×0.12)-0.0034-0.0084)+((0.6011×1.7×0.12)-0.0043-0.007)+((0.6014×1.7×0.12)-0.0032-0.007)+((0.6017×10m30.7734143 1.7×0.12)-0.0037-0.0084)WQ-外((38.3351×2.4×0.2)-1.1201-1.1659-8.6193)+((1.9×2.4×0.2)-0.0485-0.1775)+((10.078×2.4×0.2)-0.768-0.7216-0.7923)+((10.078×2.4×0.2)-0.768-0.7216-0.791)+((1.9×2.4×0.2)-0.048-0.1805)+((9.72×2.4×0.2)-0.216-0.931)+((4.835×1.9×0.2)-0.2086-0.5143)+((11.645×2.4×0.2)-0.3359-1.1839)+((2.654×1.9×0.2)-0.1144-0.1409)+((9.72×2.4×0.2)-0.2161-0.9227)+((12.5529×2.4×10m33.3218WQ-外0.2)-0.3795-1.2641)+((2.654×1.9×0.2)-0.1154-0.1407)+((4.835×1.9×0.2)-0.206-0.5088)续附表9编码项目名称/构件名称/位置/工程量明细单位工程量小计10m38.2018第2层NQ((3.8×3×0.2)-1.372-0.12-0.36)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((2.5×3×0.2)-0.25)+((4.2×3×0.2)-0.396-0.42-0.0495)+((4.2×3×0.2)-0.396-0.42-0.0495)+((1.7×3×0.2)-0.16-0.002)+((1.7×3×0.2)-0.16-0.002)+((1.6×3×0.2)-0.521-0.0282-0.0009)+((1.9×3×0.2)-0.352-0.18-0.04-0.002)+((1.7×3×0.2)-0.352-0.16-0.0385-0.002)+((2.4×2.55×0.2)-0.66-0.195)+((2.5×3×0.2)-0.25)+((7.6×3×0.2)-2.744-0.36-0.7)+((2.5×3×0.2)-0.25-0.02)+((6×3×0.2)-0.396-0.48-0.624-0.044)+((1.7×3×0.2)-0.18-0.14)+((7×3×0.2)-0.06-0.966)+((1.7×3×0.2)-0.12-0.15)+((4.3167×3×0.2)-0.352-0.0473-0.0616-0.0193-0.0841)+((2.7355×3×0.2)-0.1218-0.25-0.0193)+((2.6×3×0.2)-0.12-0.24)+((2.6×3×0.2)-0.12-0.24)+((4×3×0.2)-0.2-0.704-0.06-0.452-0.0504)+((2.7×3×0.2)-0.27)+((3.1×3×0.2)-0.18-0.336)+((3.7×3×0.2)-0.3-0.384)+((2.5×3×0.2)-0.25)+((4.2×3×0.2)-0.396-0.42-0.0495)+((4.2×3×0.2)-0.396-0.42-0.0495)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((3.1×3×0.2)-0.2995-0.0005)+((1.9×3×0.2)-0.352-0.18-0.04-0.002)+((1.7×3×0.2)-0.352-0.16-0.0385-0.002)+((1.6×3×0.2)-0.521-0.0282-0.0009)+((6.1×3×0.2)-1.622-0.104-0.12-0.0039)+((1.7×3×0.2)-0.16-0.002)+((1.7×3×0.2)-0.16-0.002)+((3.8×3×0.2)-0.54-0.29)+((3.5×3×0.2)-0.396-0.06-0.3399-0.0515)+((3.8×3×10m311.556143 0.2)-1.372-0.12-0.36)+((7.0142×3×0.2)-1.1-0.317-0.7783-0.124)+((2.7×3×0.2)-0.27)+((5.7×3×0.2)-0.18-0.648-0.096)+((2.6×3×0.2)-0.12-0.24)+((4.3167×3×0.2)-0.0473-0.0193-0.0841)+((2.6×3×0.2)-0.12-0.24)+((2.4×2.55×0.2)-0.66-0.195)+((2.5×3×0.2)-0.25)+((1.7×3×0.2)-0.12-0.15)+((3.7016×3×0.2)-0.3009-0.3839)+((7×3×0.2)-0.06-0.966)+((6.0011×3×0.2)-0.396-0.4807-0.6239-0.044)+((4.5×3×0.2)-0.352-0.18-0.42-0.04)+((1.7×3×0.2)-0.18-0.14)+((7.6×3×0.2)-2.744-009-0.3839)+((7×3×0.2)-0.06-0.966)+((6.0011×3×0.2)-0.396-0.4807-0.6239-0.044)+((4.5×3×0.2)-0.352-0.18-0.42-0.04)+((1.7×3×0.2)-0.18-0.14)+((7.6×3×0.2)-2.744-0.36-0.6999)+((2.5×3×0.2)-0.25-0.02)+((5.8533×3×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量NQ0.2)-0.765-0.272-0.54)+((4×3×0.2)-0.225-0.704-0.06-0.45-0.0504)+((4×3×0.2)-0.2-0.704-0.06-0.4519-0.0504)+((2.4×3×0.2)-0.588-0.063-0.048)+((0.6×3×0.2)-0.012)+((2.3×3×0.2)-0.23)+((1.1×3×0.2)-0.396-0.045-0.022)+((1.1×3×0.2)-0.396-0.045-0.022)+((2.3×3×0.2)-0.23)+((2.4×3×0.2)-0.588-0.063-0.048)+((0.5998×3×0.2)-0.012)+((6.1×3×0.2)-1.1-0.18-0.674-0.084-0.0135)+((7.4×3×0.2)-0.42-0.72-0.06-0.003)+((2.5×3×0.2)-0.25)+((3.1×3×0.2)-0.31)+((3.1×3×0.2)-0.31)+((7.4×3×0.2)-0.42-0.7199-0.06-0.003)+((6.1×3×0.2)-1.1-0.18-0.6739-0.084-0.0135)+((7.5×3×0.2)-0.84-0.36-0.6899-0.12-0.0143)+((2.5×3×0.2)-0.25)+((3.1×3×0.2)-0.31)+((3.1×3×0.2)-0.31)+((2.2642×3×0.2)-0.352-0.137-0.2443-0.04)+((2.7033×3×0.2)-0.3-0.152-0.245)+((3.15×3×0.2)-0.465-0.12-0.295)+((3.15×3×0.2)-0.396-0.378-0.044)+((1.6×3×0.2)-0.352-0.18-0.156-0.04)+((1.6×3×0.2)-0.225-0.06-0.162-0.0036)+((2.4×3×0.2)-0.704-0.288-0.0468)+((2.7×3×0.2)-0.48-0.19)+((1.1×3×0.2)-0.06-0.1)+((1.2×3×0.2)-0.396-0.06-0.11-0.0495)+((2.3×3×0.2)-0.23-0.002)+((1.9×3×0.2)-0.352-0.06-0.18-0.04)+((2.6×3×0.2)-0.12-0.24)+((2.95×3×0.2)-0.811-0.052-0.002)+((2.95×3×0.2)-0.811-0.052-0.002)+((1.3×3×0.2)-0.1195-0.0005)+((1.8×3×0.2)-0.18)+((0.8×3×0.2)-0.12-0.06)+((2.8×3×0.2)-0.84-0.28-0.12)+((3.9×3×0.2)-0.24-0.35-0.0143)10m311.556GQ((6.0796×3×0.18)-0.054)+((6.0796×3×0.18)-0.054)10m30.6458143 WQ-外((4.4×3×0.2)-0.18-0.41)+((2.7×3×0.2)-0.12-0.25)+((6.3985×3×0.2)-1.221-0.2872-0.526)+((6.3×3×0.2)-1.221-0.33-0.509)+((4.4×3×0.2)-0.1065-0.4215)+((2.7×3×0.2)-0.117-0.2505)+((6.0907×3×0.2)-0.225-0.2344-0.6836)+((8.002×3×0.2)-0.225-0.555-0.4812-0.6899)+((6.3985×3×0.2)-1.221-0.2871-0.526)+((6.3×3×0.2)-1.221-0.33-0.5089)+((5.6×3×0.2)-0.783-0.36-0.4369-0.0385)+((0.9×3×0.2)-0.54)+((2.22×3×0.2)-0.24-0.182)+((2.12×3×0.2)-0.18-0.182)+((2.12×3×0.2)-0.18-0.182)+((0.9×3×0.2)-0.5127-0.0054)+((2.22×3×0.2)-0.24-0.182)+((4.1×3×0.2)-0.666-0.18-0.344)+((3.7×3×0.2)-0.666-0.18-0.304)+((3.7×3×0.2)-0.666-0.1779-0.3013)+((4.1×3×0.2)-0.666-0.1789-0.3424)+((0.4×3×0.2)-0.06-0.03)+((0.4×3×0.2)-0.06-0.03)+((0.4022×3×0.2)-0.06-0.0302)+((0.3978×3×0.2)-0.06-0.0298)+((3.6×3×0.2)-0.558-0.18-0.339)+((2×3×10m33.6871续附表9编码项目名称/构件名称/位置/工程量明细单位工程量第3层第4层，第5层，第6层WQ-外0.2)-0.225-0.18-0.098-0.0385)+((4.1×3×0.2)-0.18-0.456)+((1.99×3×0.2)-0.225-0.054-0.228)+((3×3×0.2)-0.18-0.27)+((1.8×3×0.2)-0.225-0.12-0.16)+((3.2×3×0.2)-0.555-0.18-0.26)10m33.6871小计10m315.888NQ((7.0142×3×0.2)-1.1-0.317-0.7783-0.124)+((3.5×3×0.2)-0.396-0.06-0.34-0.0465)+((3.8×3×0.2)-1.372-0.12-0.36)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((3.1×3×0.2)-0.2995-0.0005)+((2.5×3×0.2)-0.25)+((4.2×3×0.2)-0.396-0.42-0.0495)+((4.2×3×0.2)-0.396-0.42-0.0495)+((6.1×3×0.2)-1.714-0.104-0.1908-0.12-0.0039)+((1.7×3×0.2)-0.16-0.002)+((1.7×3×0.2)-0.16-0.002)+((10m310.9762NQ1.6×3×0.2)-0.547-0.0282-0.0384-0.0009)+((1.9×3×0.2)-0.352-0.18-0.04-0.002)+((1.7×3×0.2)-0.352-0.16-0.0428-0.002)+((2.5×3×0.2)-0.25)+((7.6×3×0.2)-2.744-0.36-0.7)+((2.5×3×0.2)-0.25-0.02)+((6×3×0.2)-0.396-0.48-0.624-0.044)+((4.5×3×0.2)-0.352-0.18-0.42-0.04)+((1.7×3×0.2)-0.18-0.14)+((7×3×0.2)-0.06-0.966)+((1.7×3×0.2)-0.12-0.15)+((4.3167×3×0.2)-0.352-0.0473-0.0616-0.0193-0.0841)+((2.7355×3×0.2)-0.1218-0.25-0.0193)+((2.6×3×0.2)-0.12-0.24)+((2.6×3×0.2)-0.12-0.24)+((4×3×0.2)-0.2-0.704-0.06-0.452-0.0516)+((4×3×0.2)-0.225-0.704-0.06-0.45-0.0558)+((2.7×3×0.2)-0.27)+((3.7×3×0.2)-0.3-0.384)+((2.5×3×0.2)-0.25)+((4.2×3×0.2)-0.396-0.42-0.0495)+((4.2×3×0.2)-0.396-0.42-0.0495)+((2.6×3×0.2)-0.396-0.25-0.0495-0.002)+((2.6×3×10m310.9762143 0.2)-0.396-0.25-0.0495-0.002)+((3.1×3×0.2)-0.2995-0.0005)+((1.9×3×0.2)-0.352-0.18-0.04-0.002)+((1.7×3×0.2)-0.352-0.16-0.0428-0.002)+((1.6×3×0.2)-0.547-0.0282-0.0384-0.0009)+((6.1×3×0.2)-1.714-0.104-0.1908-0.12-0.0039)+((1.7×3×0.2)-0.16-0.002)+((1.7×3×0.2)-0.16-0.002)+((3.5×3×0.2)-0.396-0.06-0.3399-0.0465)+((3.8×3×0.2)-1.372-0.12-0.36)+((7.0142×3×0.2)-1.1-0.317-0.7783-0.124)+((1.7×3×0.2)-0.12-0.15)+((3.7×3×0.2)-0.3-0.3839)+((7×3×0.2)-0.06-0.966)+((6×3×0.2)-0.396-0.48-0.6239-0.044)+((4.5×3×0.2)-0.352-0.18-0.42-0.04)+((1.7×3×0.2)-0.18-0.14)+((2.7×3×0.2)-0.27)+((5.7×3×0.2)-0.18-0.648-0.096)+((2.6×3×0.2)-0.12-0.24)+((4.3167×3×0.2)-0.0473-0.0193-0.0841)+((2.6×3续附表9编码项目名称/构件名称/位置/工程量明细单位工程量NQ×0.2)-0.12-0.24)+((7.6×3×0.2)-2.744-0.36-0.6999)+((2.5×3×0.2)-0.25)+((2.5×3×0.2)-0.25-0.02)+((4×3×0.2)-0.225-0.704-0.06-0.45-0.0558)+((4×3×0.2)-0.2-0.704-0.06-0.4519-0.0516)+((2.4×3×0.2)-0.588-0.063-0.048)+((0.6×3×0.2)-0.012)+((3.1×3×0.2)-0.18-0.336)+((1.1×3×0.2)-0.396-0.045-0.022)+((2.3×3×0.2)-0.23)+((1.1×3×0.2)-0.396-0.045-0.022)+((2.3×3×0.2)-0.23)+((2.4×3×0.2)-0.588-0.063-0.048)+((0.5998×3×0.2)-0.012)+((6.1×3×0.2)-1.1-0.18-0.696-0.124)+((7.5×3×0.2)-0.84-0.36-0.69-0.1236-0.0016)+((7.4×3×0.2)-0.42-0.72-0.06-0.003)+((2.5×3×0.2)-0.25)+((3.1×3×0.2)-0.31)+((3.1×3×0.2)-0.31)+((3×3×0.2)-0.396-0.06-0.29)+((7.4×3×0.2)-0.42-0.7199-0.06-0.003)+((6.1×3×0.2)-1.1-0.18-0.6959-0.124)+((7.5×3×0.2)-0.84-0.36-0.6899-0.1236-0.0016)+((2.5×3×0.2)-0.25)+((3.1×3×0.2)-0.31)+((3.1×3×0.2)-0.31)+((1.9×3×0.2)-0.19-0.0054)+((1.1×3×0.2)-0.06-0.1)10m310.9762WQ-外((4.1×3×0.2)-0.666-0.18-0.344)+((6.1×3×0.2)-0.225-0.24-0.684)+((2.6×3×0.2)-0.336-0.12-0.1848)+((4.4×3×0.2)-0.1065-0.4147)+((2.7×3×0.2)-0.117-0.25)+((3.7×3×0.2)-0.666-0.18-0.304)+((8×3×0.2)-0.225-0.555-0.48-0.69)+((6.3985×3×0.2)-1.2210m34.1382WQ-外1-0.2872-0.6968)+((6.3×3×0.2)-1.221-0.33-0.673)+((5.9533×3×0.2)-0.765-0.332-0.54)+((5.6×3×0.2)-0.783-0.36-0.5)+((4.4×3×0.2)-0.1065-0.4147)+((2.7×3×0.2)-0.117-0.25)+((2.6×3×0.2)-0.336-0.12-0.1848)+((4.1×3×0.2)-0.666-0.18-0.344)+((6.1×3×0.2)-0.225-0.24-0.6839)+((6.3985×3×143 0.2)-1.221-0.2871-0.6968)+((6.3×3×0.2)-1.221-0.33-0.6729)+((8×3×0.2)-0.225-0.555-0.48-0.6899)+((3.7×3×0.2)-0.666-0.18-0.304)+((5.6×3×0.2)-0.783-0.36-0.4999)+((5.9533×3×0.2)-0.765-0.332-0.54)+((0.9×3×0.2)-0.5127-0.0055)+((2.22×3×0.2)-0.24-0.1674)+((2.12×3×0.2)-0.18-0.182)+((0.9×3×0.2)-0.54)+((0.9×3×0.2)-0.54)+((2.12×3×0.2)-0.18-0.182)+((0.9×3×0.2)-0.5127-0.0054)+((2.22×3×0.2)-0.24-0.1674)小计10m315.1144复式层((2.95×3×0.2)-0.396-0.12-0.3025-0.0495)+((2.95×3×0.2)-0.06-0.3135)+((1.3×3×0.2)-0.343-0.12-0.11)+((1.3×3×0.2)-0.343-0.12-0.11)+((1.4×3×0.2)-0.686-0.14)+((1.9×3×0.2)-0.038)+((0.8×3×0.2)-0.004-0.016)+((1.9×3×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量NQ((2.95×3×0.2)-0.396-0.12-0.3025-0.0495)+((2.95×3×0.2)-0.06-0.3135)+((1.3×3×0.2)-0.343-0.12-0.11)+((1.3×3×0.2)-0.343-0.12-0.11)+((1.4×3×0.2)-0.686-0.14)+((1.9×3×0.2)-0.038)+((0.8×3×0.2)-0.004-0.016)+((1.9×3×0.2)-0.352-0.0548-0.038)+((2.3×3×0.2)-0.046)+((1.7×3×0.2)-0.352-0.0513-0.034)+((0.4×3×0.2)-0.06-0.03)+((3.1×3×0.2)-0.31-0.008)+((3.6×3×0.2)-0.06-0.385)+((1.1×3×0.2)-0.396-0.045-0.0221)+((1.7×3×0.2)-0.12-0.165)+((2.9494×3×0.2)-0.06-0.3134)+((2.9506×3×0.2)-0.396-0.12-0.3026-0.0495)+((2.3×3×0.2)-0.046)+((1.9×3×0.2)-0.352-0.0548-0.038)+((3.0985×3×0.2)-0.3099-0.008)+((0.4015×3×0.2)-0.06-0.0301)+((1.7×3×0.2)-0.352-0.0508-0.034)+((0.8009×3×0.2)-0.004-0.016)+((1.8991×3×0.2)-0.038)+((1.3×3×0.2)-0.343-0.12-0.11)+((1.2007×3×0.2)-0.3433-0.06-0.1101)+((1.3993×3×0.2)-0.6857-0.1399)+((3.4997×3×0.2)-0.06-0.374)+((0.3995×3×0.2)-0.0439)+((0.4014×3×0.2)-0.06-0.0331)+((0.3994×3×0.2)-0.0439)+((3.7×2.55×0.2)-0.074)+((1.5×3.1×0.2)-0.12-0.143-0.0248)+((3.5×2.55×0.2)-0.07)10m32.6208WQ-外((6.1×3×0.2)-0.225-0.3-0.607)+((4×3×0.2)-0.24-0.396-0.0054)+((1.8×3×0.2)-0.396-0.18-0.165-0.0495)+((8.1×3×0.2)-0.225-0.54-0.783)+((2.5×3×0.2)-0.3-0.2)+((2.7×3×0.2)-0.042-0.2452-0.0018)+((5.63×3×0.2)-0.396-0.18-0.5863-0.0036-0.0018)+((3.7×3×0.2)-0.666-0.18-0.32)+((4.1×3×0.2)-0.666-0.18-0.364)+((2.6×3×0.2)-0.36-0.2)+((3.999×3×0.2)-0.1373-0.18-0.4014)+((1.901×3×0.2)-0.12-0.1871)+((1.299×3×0.2)-0.06-0.1319)+((0.801×3×10m33.4923143 0.2)-0.0877-0.12-0.0626)+((5.63×3×0.2)-0.396-0.1799-0.5863-0.0036)+((2.6×3×0.2)-0.0073-0.2435)+((0.1515×3×0.2)-0.0909)+((3.8485×3×0.2)-0.1491-0.396-0.0054)+((6.1×3×0.2)-0.225-0.3-0.607)+((0.23×3×0.2)-0.1126-0.0047)+((2.2×3×0.2)-0.24-0.198)+((1.7496×3×0.2)-0.396-0.18-0.1595-0.0472)+((0.1504×3×0.2)-0.06-0.0055-0.0023)+((3.6×3×0.2)-0.666-0.12-0.32)+((4.1×3×0.2)-0.666-0.18-0.364)+((0.1515×3×0.2)-0.06-0.0057)+((0.03×2.55×0.2)-0.0153)+((2.4×3.1×0.2)-0.36-0.198)+((3.6233×1.3013×0.2))+((3.624×1.298×0.2)-0.0748)+((3.6247×1.3009×0.2))+((3.6227×1.2983×0.2)-0.0748)小计10m36.1131A3-61砖墙面原浆勾缝100m²0.5633续附表9编码项目名称/构件名称/位置/工程量明细单位工程量WQ-外-0.198)+((1.7496×3×0.2)-0.396-0.18-0.1595-0.0472)+((0.1504×3×0.2)-0.06-0.0055-0.0023)+((3.6×3×0.2)-0.666-0.12-0.32)+((4.1×3×0.2)-0.666-0.18-0.364)+((0.1515×3×0.2)-0.06-0.0057)+((0.03×2.55×0.2)-0.0153)+((2.4×3.1×0.2)-0.36-0.198)+((3.6233×1.3013×0.2))+((3.624×1.298×0.2)-0.0748)+((3.6247×1.3009×0.2))+((3.6227×1.2983×0.2)-0.0748)10m33.4923020204001001石材墙面1.1：2，5水泥砂浆50mm厚2.水泥砂浆擦缝m²517.6774A3-61砖墙面原浆勾缝100m²0.5633第2层SGSCWQM((4.2×3)-1.2-2.28)+((1.9×3)-1.14-1.125)+((3.1×3)-1.2-1.35)+((1.8×3)-0.6-0.8-1.125)+((3.1×3)-0.6-1.45-2.625-0.1525)+((3.15×3)-0.6-1.475-2.325)+((2.7196×3)-0.7598-1.2331-1.5)+(((1.2+0.2)×3)-0.3-0.0105-0.7695-1.035-0.018)+((6.065×3)-0.3)100m²0.5634小计100m²0.5634A3-79料石墙勾缝平缝100m²2.6406首层SGSCWQM((10.1943×2.95)-4.7055-4.8745-0.4275)+((14.5775×2.95)-4.13-6.5775-1.3655)100m²0.51小计100m²0.51夹层SGSCWQM((9.62×2.4)-1.08-0.12-4.655)+((4.9576×1.9)-1.235-2.5845)+((10.1943×2.4)-3.8282-0.1-3.4495-3.12-0.265)100m²0.3653小计100m²0.3653小计第3层、第4层143 第3层、第4层SGSCWQM((6.2822×3)-1.2099-4.1153-5.445-0.335)+(((3.7×3)×2)-1.2-3.5-13.72)+((6.3×3)-1.65-4.025-5.445-0.335)+((5.6×3)-1.8-2.5-3.915)+((2.32×3)-1.5-0.8372)+((2.8×3)-1.2-1.104-1.5)+((8×3)-2.4-3.6-1.125-2.625-0.1525)+((3.8×3)-1.2-1.7-3.15-0.1825)+((3.8×3)-0.6-1.8-6.86)+((4.2×3)-1.2-1.9-3.15-0.1825)+((6.3×3)-1.8-3.42-1.125)+((5.8696×3)-1.3598-2.7081-3.825)100m²0.8664小计100m²0.8664B2-2一般抹灰墙面、墙裙石灰砂浆二遍混凝土墙100m²4.1651首页续附表9编码项目名称/构件名称/位置/工程量明细单位工程量SGSCWQM((10.1943×2.95)+5.7522+4.8755-4.7055-4.8745-0.4275)+((14.5775×((9.62×2.4)-1.08-0.12-4.655)+((4.9576×1.9)-1.235-2.5845)+((10.1943×2.4)-3.8282-0.1-3.4495-3.12-0.265)100m²0.3653小计100m²0.3653第3层、第4层SGSCWQM((6.2822×3)-1.2099-4.1153-5.445-0.335)+(((3.7×3)×2)-1.2-3.5-13.72)+((6.3×3)-1.65-4.025-5.445-0.335)+((5.6×3)-1.8-2.5-3.915)+((2.32×3)-1.5-0.8372)+((2.8×3)-1.2-1.104-1.5)+((8×3)-2.4-3.6-1.125-2.625-0.1525)+((3.8×3)-1.2-1.7-3.15-0.1825)+((3.8×3)-0.6-1.8-6.86)+((4.2×3)-1.2-1.9-3.15-0.1825)+((6.3×3)-1.8-3.42-1.125)+((5.8696×3)-1.3598-2.7081-3.825)100m²0.8664小计100m²0.8664B2-2一般抹灰墙面、墙裙石灰砂浆二遍混凝土墙100m²4.1651首层SGSCWQM((10.1943×2.95)+5.7522+4.8755-4.7055-4.8745-0.4275)+((14.5775×2.95)+4.885+6.5775-4.13-6.5775-1.3655)100m²0.7308小计100m²0.7308夹层SGSCWQM((9.62×2.4)+1.865+3.935-1.08-4.76)+((4.9576×1.9)+1.425+2.5998-1.235-2.5845)+((10.1943×2.4)+4.29+3.4495-3.8282-3.4495-3.12-0.285)100m²0.5419小计100m²0.5419第3层143 SGSCWQM((6.2822×3)+3.0806+3.7803-1.2099-4.1153-5.445-0.335)+(((3.7×3)×2)+2.24+2.8-1.2-3.5-13.72)+((6.3×3)+2.5+3.69-1.65-4.025-5.445-0.335)+((5.6×3)+2.882+2.5-1.8-2.5-3.915)+((2.32×3)+2.5375+0.8372-1.5-0.8372)+((2.8×3)+2.4+1.104-1.2-1.104-1.5)+((8×3)+3.3+3.4475-2.4-3.6-1.125-2.625-0.1525)+((3.8×3)+1.98+1.5175-1.2-1.7-3.15-0.1825)+((3.8×3)+2.32+1.44-0.6-1.8-6.86)+((4.2×3)+1.98+1.7175-1.2-1.9-3.15-0.1825)+((6.3×3)+2.4+3.42-1.8-3.42-1.125)+((5.8696×3)+3.4316+2.7081-1.3598-2.7081-3.825)100m²1.4666小计100m²1.4666第4层续附表9编码项目名称/构件名称/位置/工程量明细单位工程量SGSCWQM((6.2822×3)+3.0822+2.6045-1.2099-2.9395-5.775-0.335)+(((3.7×3)×2)+2.24+2.8-1.2-3.5-13.72)+((6.3×3)+2.5+2.54-1.65-2.875-5.775-0.335)+((5.6×3)+2.225+2.5-1.8-2.5-3.915)+((1.24×3)+1.382+0.3102-0.9-0.3102)+((2.8×3)+0.864-0.924-1.644)+((1.04×3)+0.3+0.3102-0.3-0.3102)+((8×3)+3.3+3.4475-2.4-3.6-1.125-2.625-0.1525)+((3.8×3)+1.98+1.5175-1.2-1.7-3.15-0.1825)+((3.8×3)+2.32+1.44-0.6-1.8-6.86)+((4.2×3)+1.98+1.7175-1.2-1.9-3.15-0.1825)+((6.3×3)+2.4+3.42-1.8-3.42-1.125)+((5.8696×3)+2.8033+2.7081-1.3598-2.7081-3.825)100m²1.4263小计100m²1.4263B2-19一般抹灰墙面、墙裙抹水泥砂浆毛石墙100m²0.7677第2层SGSCWQM((4.2×3)+1.56+2.28-1.2-2.28)+((1.9×3)+1.14-1.14-1.125)+((3.1×3)+1.56+1.35-1.2-1.35)+((1.8×3)+0.75+0.8-0.6-0.8-1.125)+((3.1×3)+1.074+1.2975-0.6-1.45-2.625-0.1525)+((3.15×3)+0.7185+1.475-0.6-1.475-2.325)+((2.7196×3)+2.0841+1.2331-0.7598-1.2331-1.5)+(((1.2+0.2)×3)+0.629+0.64-0.3-0.78-1.035+0.018-0.018)+((6.065×3)+1.83-0.3)100m²0.7676小计100m²0.7676020204003001块料墙面WQZWQM:1.文化石2.15mm厚1：2.5mm防水砂浆找平层3.5mm厚1：2.5聚合物防水砂浆防水层面拉毛4.5mmm²5759.5346143 厚水泥砂浆加水重20%801胶镶贴5.8mm厚外墙砖1:1水泥砂浆勾缝TLWQM:1.20mm1:2.5水泥砂浆2.20mm石灰水泥砂浆3.米黄色涂料平涂TLNQM：1.15mm厚1：1.6水泥石灰水泥砂浆2.5mm厚1：0.5:3水泥石灰砂浆3.滚刷白色内墙涂料两遍MZNQM:1.15mm厚1:2.5防水砂浆找平层2.5mm厚1：2.5聚合物防水砂浆3.刷素水泥浆一遍4.1：1水泥砂浆加水重20%801胶镶贴5.面砖1：1水泥砂浆勾缝A3-61砖墙面原浆勾缝100m²8.8177首层WQZWQM(((0.1+0.5)×1.95)-0.195)+(((0.1×1.95)×2+0.5×1.95)-0.585)+(((0.1×1.95)×2+0.5×1.95)-0.585)+(((0.1+0.5)×1.95)-0.195)+(1.365)+(1.365-0.3914)+(((0.1×1.95)×2+0.5×1.95))+(1.365)100m²0.086续附表9编码项目名称/构件名称/位置/工程量明细单位工程量第2层WQZWQM((2.12×2.849)-0.8547-0.91)+((2.32×2.849)-1.4245-0.91)+((4.2×2.7)-1.08-0.76-3.15-0.1825)+((3.8×2.7)-1.08-0.68-3.15-0.1825)+((3.8×3)-0.6-1.8-6.86)+((6.2822×2.45)-0.9881-5.61-0.335)+((6.3×2.45)-1.3475-5.61-0.335)+(((3.7×2.45)×2)-0.98-13.44)+((0.5×2.849+0.1×2.76)-0.5698-0.2)+((0.5×2.849+0.1×2.76)-0.5698-0.2)+((3.5×3.2)-0.69-0.66-2.79-0.384)+((2.1×3.2)-1.28-1.7-0.72-0.165)100m²0.5375第2层、第3层、第4层、第5层、第6层MZNQM((2.5329×3)-0.0733-1.2542)+((2.5×3)-1.25)+((2.0791×3)-0.0064-1.2462-1.76-0.2)+((2.4857×3)-0.4559-1.1669-1.5)+((1.4×3)-0.6-0.72-1.76-0.2)+((2.5×3)-1.25)+((2.5×3)-0.3-1.2)+((1.4×3)-0.84-1.035-0.006)+((1.4×3)-0.6-0.72-1.76-0.2)+((2.5×3)-0.3-1.2)+((2.5×3)-1.25)+(100m²1.541664-1.2462-1.76-0.2)+((2.4857×3)-0.4559-1.1669-1.5)+((1.4×3)-0.6-0.72-1.76-0.2)+((2.5×3)-1.25)+((2.5×3)-0.3-1.2)+((1.4×3)-0.84-1.035-0.006)+((1.4×3)-0.6-0.72-1.76-0.2)+((2.5×3)-0.3-1.2)+((2.5×3)-1.25)+((1.4×3)-0.84-0.92-0.006)+((0.9×3)-2.7)+((0.9×3)-0.54-1.56-0.045)+((2.5×3)-1.25)+((2.5×3)-1.25)+((1.8×3)-0.6-0.8-0.72-0.1925-0.025)+((1.6×3)-0.8)+((2.8×3)-1.68-3.52-0.252)+((1.6×3)-0.752-1.994)+((2.6×3)-1.3)+((1.8×3)-0.9-1.76-0.2)+((2.6×3)-2.4-0.9)+((1.8×3)-1.08-1.125)+((3×2.9)-0.29-1.16-2.625)+((1.6×3)-0.8-1.76-0.18)+((2.2×3)-1.1)+((2.2×3)-1.1)+((1.6×3)-0.3-0.75-1.125)+((2.95×3)-1.18-3.135)+((2.3×3)-1.38-3.52-0.234)+((1.6×3)-0.8)+((1.7×3)-0.85)+(((1.35+1.15)×3)-0.9-1.1)+((2.95×3)-1.18-3.135)+((1.1×3)-0.3-0.5)+((2.9×1.2+3143 ×0.8+0.6×3)-2.69-0.74)+((1.8×3)-0.9-1.76-0.2)+((2.75×3)-1.2-1.175)+((0.8×3)-0.9-0.25)小计100m²2.0791复式层MZNQM((2.6×2.9)-0.29-1.125)+((1.8×2.9)-0.29-0.765-1.08)+((1.9×2.9))+((0.7×2.9))+((1.8×2.9)-1.76-0.254)+((1.6×2.9)-1.76-0.254)+((2.2×2.9))+((2.2×2.9)-0.88)+((1.6×2.9)-0.29-0.675-1.08)100m²0.3708小计100m²0.3708A8-112防水砂浆立面100m²0.5373WQZWQM((2.12×2.849)-0.8547-0.91)+((2.32×2.849)-1.4245-0.91)+((4.2×2.7)-1.08-0.76-3.15-0.1825)+((3.8×2.7)-1.08-0.68-3.15-0.1825)+((3.8×3)-0.6-1.8-6.86)+((6.2822×2.45)-0.9881-5.61-0.335)+((6.3×100m²0.5375续附表9编码项目名称/构件名称/位置/工程量明细单位工程量WQZWQM2.45)-1.3475-5.61-0.335)+(((3.7×2.45)×2)-0.98-13.44)+((0.5×2.849+0.1×2.76)-0.5698-0.2)+((0.5×2.849+0.1×2.76)-0.5698-0.2)+((3.5×3.2)-0.69-0.66-2.79-0.384)+((2.1×3.2)-1.28-1.7-0.72-0.165)100m²0.5375小计100m²0.5375B2-13一般抹灰抹石灰砂浆毛石墙面100m²5.9828首层TLWQM((14.4128×2.95)+2.8037+8.4304-2.2556-7.5312)+((1.9×2.95)+1.4+1.02-0.59-1.02-0.255)100m²0.5013小计100m²0.5013夹层TLWQM(27.9771+1.4864+6.7258-1.1378-6.0699)+((1.9×2.4)+1.15+0.68-0.48-0.85)+((2.7765×1.9)+0.5915+0.8401-0.5622-0.7442)100m²0.3944小计100m²0.3944第2层，第3层，第4层TLWQM((2.9×3)+2.7+1.2526-1.1847-1.2526)+((4.4×3)+2.7+2.0475-0.9153-2.0475)+((2.12×3)+1.5+0.91-0.9-0.91)100m²0.3216第2层，第3层，第4层TLWQM((2.9×3)+2.7+1.2526-1.1847-1.2526)+((4.4×3)+2.7+2.0475-0.9153-2.0475)+((2.12×3)+1.5+0.91-0.9-0.91)100m²0.3216小计100m²0.3216第5层，第六层TLWQM((2.9×3)+2.7+1.2526-1.1847-1.2526)+((4.4×100m²1.6306143 3)+2.7+2.0475-0.9153-2.0475)+((6.2822×3)+3.0822+3.7803-1.2099-4.1153-5.445-0.335)+(((3.7×3)×2)+2.24+2.8-1.2-3.5-13.72)+((6.3×3)+2.5+3.69-1.65-4.025-5.445-0.335)+(16.8+2.882+2.5-1.8-2.5-3.915)+((2.8×3)+1.4-1.4-1.4016+0.204-0.204)+((8×3)+3.6+3.4475-2.4-3.6-1.125-2.625-0.1525)+((3.8×3)+1.98+1.5175-1.2-1.7-3.15-0.1825)+((3.8×3)+2.32+1.44-0.6-1.8-6.86)+((4.2×3)+1.98+1.7175-1.2-1.9-3.15-0.1825)+((6.3×3)+2.4+3.42-1.8-3.42-1.125)+(17.6087+3.4323+2.7081-1.3598-2.7081-3.825)小计100m²1.6306复式层续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLWQM3)+1.1735+1.7045-1.2-1.98-0.036)+((3.1×2.2+0.1×0.2)+1.1735+0.8519-1.2-0.99-0.1558-0.01)+((1.9×3)+1.2+0.8139-1.2-0.825-1.98+0.2475-0.2475)+((2.6×3)+1.7889+1-1.8-1)+((5.83×3)+1.2+2.9865-1.2-2.9865-1.98-0.024)+((2.8×3)+1.4-1.4)+((3×8+0.45×0.2)+3.5555+3.4076-2.49-3.96-1.08)+((3.7×3)+1.2675+1.6763-0.9-1.87-3.06-0.1825)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715)+((1.4×3)+0.56-0.7-3.43)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715)+((4.1×3)+1.2675+1.9075-0.9-2.09-3.06-0.1825)+((1.298×3.624+0.1×0.0691)-0.0072-0.3617)+((0.1×(0.0062+0.0695)+1.3013×3.6233)-0.5297-0.3423)100m²1.2507小计100m²1.2507B2-17一般抹灰墙面、墙裙抹水泥砂浆砖墙100m²0.1209首层WQZWQM(((0.1+0.5)×1.95)+0.78-0.195)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1+0.5)×1.95)+0.78-0.195)+(1.365)+(1.365+0.7787-0.3914)+(((0.1×1.95)×2+0.5×1.95))+(1.365)100m²0.1212小计100m²0.1212B2-18一般抹灰墙面、墙裙抹水泥砂浆混凝土墙100m²44.3693首层TLWQM((14.4128×2.95)+2.8037+8.4304-2.2556-7.5312)+((1.9×2.95)+1.4+1.02-0.59-1.02-0.255)100m²0.5013143 TLNQM((47.3156)+6.2477-3.8537)+((2.83×6.25+2.95×3.6104)+3.7834-3.7028)+((1.7×2.83))+((1.6×2.83))+((2.95×6.4944+2.83×7.1998)+4.711-2.6551)+((2.95×6.4777+2.83×7)+2.9167-2.6066)+((1.5×2.83))+((8.3325×2.95+2.95×4+2.83×1.9)+4.0718-3.4555)+((2.95×6.3207+2.83×7)+2.7729-2.5268)+((13.3382×2.95)+4.7653-2.6024)+((14.1732×2.95)+9.1278-2.6955)100m²3.4336小计100m²3.9349夹层TLWQM(27.9771+1.4864+6.7258-1.1378-6.0699)+((1.9×2.4)+1.15+0.68-0.48-0.85)+((2.7765×1.9)+0.5915+0.8401-0.5622-0.7442)100m²0.3944TLNQM((2.28×6.7604+2.3×3.1)+3.0499-2.9735-3.84-1.431)+((1.7×2.3))+((1.6×2.3))+((1.4×2.3))+(((6+3.62)×100m²4.0616续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM12.3)+1.01-1.035-0.0046)+((4.7124×.78)+0.6175-0.7609)+((29.1987+0.6021×2.28)+3.5407-2.0494-0.052)+(((0.6021+5.4579+6.94)×2.3)+1.9567-1.7128-0.0537)+(((0.5849+5.6321+6.9401)×2.3)+1.9945-1.775-0.0493)+((0.5838×2.28+2.3×4.3399+2.28×1.3097+7.1401×2.3)+1.9785-1.8026-0.0476)+(36.7012+3.8064-2.7554-0.0479)+(((7.4+6.8242)×2.3)+0.8649-1.0433)+(((7.4+6.8047)×2.3)+1.1172-1.0434)+(42.3135-2.8336-1.8828)+(43.2423-2.8432)+((0.5971×1.58))+((0.6×1.58))+(((0.0342+0.06)×1.7+0.5817×1.6))+(((0.0301+0.06)×1.7+0.5858×1.6))+((0.5926×1.6))+((0.5903×1.6))+((0.5848×1.58))+((0.5836×1.58))+(26.2396+6.4088-1.6261-0.0527)+((2.5314×1.78)+0.3839-0.3634)100m²4.0616小计100m²4.456第2层，第3层，第4层，第5层TLWQM((2.9×3)+2.73+1.25-1.2-1.25)+((4.4×3)+2.755+2.05-0.9-2.05)+((5.9943×2.7))100m²0.4147TLNQM((4.2×2.9)-1.76+0.308-0.308)+((3×0+2.9×3.6849)-1.76+0.308-0.308)+((4.2×2.9)-1.98+0.2475-0.2475)+(((3+1)×2.9)-1.98+0.225-0.225)+((2.5×2.9)-1.98+0.2475-0.2475)+((3×2.9))+((2.7×2.9)-1.98+0.2475-0.2475)+((3.2×2.9))+(((3.6×2.9)×2)+0.58-0.58-13.72-1.782)+((7×2.9)+0.625-0.29)+((7×2.9)+0.625-0.29)+((1.4485×2.9+2.9×0.5994)+1.9328-0.7345-1.76+0.2-0.2)+(((1.95+1)×2.9)-1.98+0.2-0.225)+((1.7×2.9)+1.08-1.16-1.76+0.2-0.2)+((2.95×100m²5.6395143 2.9)-1.98+0.2-0.225)+((2.5×2.9))+((2.95×2.9)+0.29-0.29-2.325-0.24)+((2.5×2.9))+((2.7×2.9)+0.87-0.87)+((2.4×2.9)-3.52+0.222-0.222)+((3.2×2.9))+((2.7×2.9)-1.98+0.2475-0.2475)+((2.7×2.9)+0.87-0.87)+(((3.3+2.7)×2.9)+1.08-1.16-5.5+0.4-0.625)+((4.2×2.9)-1.98+0.2475-0.2475)+(((3+1)×2.9)-1.98+0.225-0.225)+((3×2.9))+(((3.3+2.5)×2.9)+0.725-0.725-6.105)+((2.5×2.9)-1.98+0.2475-0.2475)+((4.2×2.9)+0.29-0.29)+((3.3×2.9)-1.98+0.2-0.225)+((2.5×2.9))+((2.5×2.9))+((3.3×2.9)+0.29-0.29-2.79-0.276)+((1.7×2.9)+0.725-0.87)+((1.7×2.9)+0.725-0.87)+((1.8×2.9))+((2.4×2.9)-3.52+0.222-0.222)+((1.6×2.9)-2.475)+((3×1+3×0.92+0.45×0.2)+0.87-0.9-0.162)+((3×0.92+3×1+0.45×0.2)+0.9-0.9-0.1-0.1487)+((2.45×1.17+2.55×1.23)-3.3-0.24-0.1125)+((2.4×2.45)-3.3-0.24)+(((0.3+0.1)×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM3)-0.04)+(((0.3+0.1)×3)-0.04)+((3×3.5+2.9×3.1)-2.1+0.3-0.3-0.8433)+((3.8×2.9)-3.33)+((5.9×2.9)+2.03-2.03-1.98+0.22-0.2475)+((2×2.9)-1.76+0.2-0.2)+((2.8×2.9))+((1×2.9)+0.29-0.29)+((3.9×2.9)+0.58-0.58)+(((3.8+3.4)×2.9)-2.1+0.3-0.3)+((3.2×2.9)+1.45-1.16)+((3×2.9)+0.58-0.58)+((2.4×2.9))+(((0.8×2.9)×2)-1.76+0.16-0.16)+((1.2×2.9)-1.98+0.225-0.225)+((1×2.9)-1.98+0.225-0.225)+((3.6×2.9)+1.45-1.45)+(((3.3+0.5)×2.9)-1.45)+(((5.5+0.5)×2.9)+0.58-2.32-1.98+0.22-0.2475)+((3.8×2.9)+0.58-0.58-6.86-0.891)+((3.4×2.9)-3.33)+((2.8×2.9)+0.58-0.58)+((1.1×2.9)-1.98+0.2475-0.2475)+((1.2×2.9)+0.77-0.58-1.98+0.225-0.225)+((2.3×2.9))+((1.8×2.9)+0.58-0.29-1.76+0.2-0.2)+((1.8×2.9))+((2.4×2.9)-2.94+0.315-0.315)+((2.95×2.9)-3.825)+((2.95×2.9)-3.825)+(3.78)+(3.78)+((2.7×2.9)-4.2+0.6-0.6)+((0.8×2.9)+0.12)+((2.9×0.4+3×3.5)+1.08-1.19-0.286-0.0877)+(((1.2×2.9)×2)-4.2+0.6-0.6)+(((3.3985+2.5)×2.9)+0.1576-0.1578-6.105)100m²5.6395小计100m²6.0542第6层TLWQM((2.9×3)+2.6819-1.2-0.2116)+((3.6498×3)+0.8149-0.6-0.3061)+((0.7502×3)+1.45-0.3-0.065)+((6.2822×3)+2.9828+2.8984-1.2099-3.2334-5.61-0.335)+((1.8009×3)+0.97+0.6603-0.45-0.8254-3.1871)+(((1.9009+1.8991)×3)+0.29+1.48-0.3-1.85-7.35)+((1.7991×3)+0.97+0.6597-0.45-0.8246-3.1829)+((6.3×3)+2.4139+2.8275-1.65-3.1625-5.61-0.335)+(16.5+2.818+2.3244-1.5-2.75-3.78)+((2.8×3)+1.4-1.4-1.0494)+((3×8+0.5×100m²1.6326143 0.2)+3.6195+3.6-2.5-3.6-2.25)+((3.8×3)+1.98+1.5175-1.2-1.7-3.15-0.1825)+((3.8×3)+2.32+1.44-0.6-1.8-6.86)+((4.2×3)+1.98+1.7175-1.2-1.9-3.15-0.1825)+((6.3×3)+2.2545+4.513-1.8-4.104-0.945)+(17.9087+3.3526+2.4413-1.6598-2.979-3.69)TLNQM((2.5×2.9)-1.98+0.2475-0.2475)+((3×2.9))+((2.7×2.9)-1.98+0.2475-0.2475)+((3.2×2.9))+((1.4485×2.9+2.9×0.5994)+1.9328-0.7345-1.76+0.2-0.2)+(((1.95+1)×2.9)-1.98+0.2-0.225)+((1.7×2.9)+1.07-1.16-1.76+0.2-0.2)+((2.95×2.9)-1.98+0.2-0.225)+((2.5×2.9))+((2.95×2.9)+0.29-0.29-2.325-0.24)+((2.5×2.9))+((0.0002×0.1+0.0231×0.0167+2.7×2.9)+0.77-0.87)+((2.4×2.9)-3.52+0.222-0.222)+((3.2×2.9))+((2.7×2.9)-1.98+0.2475-0.2475)+((2.7×100m²5.5234续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2.9)+0.77-0.87)+((4.8615×2.7+4.8615×3.3+1.8615×0.2)+1.07-1.2-5.5+0.6-0.625-0.56)+((3×2.9))+(((3.3+2.5)×2.9)+0.725-0.725-6.12.7×2.9)+0.77-0.87)+((4.8615×2.7+4.8615×3.3+1.8615×0.2)+1.07-1.2-5.5+0.6-0.625-0.56)+((3×2.9))+(((3.3+2.5)×2.9)+0.725-0.725-6.105)+((2.5×2.9)-1.98+0.2475-0.2475)+((4.898×3.3+1.898×0.1+1.898×0.1)-1.98+0.2-0.225-0.8408)+((2.5×2.9))+((2.5×2.9))+((3.3×2.9)+0.29-0.29-2.79-0.276)+((2.4×2.9)-3.52+0.222-0.222)+((6.8×3)+0.4198-0.6-2.1+0.3-0.3-0.469-0.5292)+((3.8×2.9)-3.33)+((5.9×2.9+0.1×0.1)+2.04-2.04-1.98+0.22-0.2475)+((2×2.9+0.1×0.1)-1.76+0.2-0.2)+((2.8×2.9))+((1×2.9)+0.29-0.29)+((3.9×2.9)+0.46-0.58)+(((2.2+5)×2.9+0.1×0.1)-2.1+0.3-0.3)+((2.4×2.9))+((2.9×0.8+0.4×0.1+0.3×0.1+0.8×2.9)-1.76+0.18-0.18)+((1.2×2.9)-1.98+0.225-0.225)+((1×2.9)-1.98+0.225-0.225)+((3.6×2.9)+1.45-1.45)+(((3.3+0.5)×2.9)-1.45)+(((5.5+0.5)×2.9)+0.58-2.32-1.98+0.22-0.2475)+((3.8×2.9)+0.58-0.58-6.86-0.891)+((3.4×2.9100m²5.5234TLNQM)-3.33)+((2.8×2.9)+0.58-0.58)+((1.2×2.6)+2.4246-0.6826-0.09)+((1.1×2.6)+1.2113-0.4713-0.09)+((2.3×2.6)+0.1816-0.1976-0.104-0.2527)+((1.8×2.9)+0.58-0.29-1.76+0.2-0.2)+((2.4×2.78)-2.94+0.315-0.315)+(3.626)+(3.626)+((2.7×2.78)-4.2+0.6-0.6)+((0.8×2.78)+0.223)+((2.9×3.5+2.78×0.4)+1.2095-1.148-0.097-0.4773)+(((1.2×2.78)×2)-4.2+0.6-0.6)+(((3.3985+2.5)×2.9)+0.1533-0.1534-6.105)+(((1.9009+1.8991)×2.9)+0.29-0.29-7.35-0.945)+((1.7009×100m²5.5234143 2.9)+0.145-0.145-3.1871-0.4187)+(10.7348+0.58-0.58)+(10.7348+0.58-0.58)+((1.6991×2.9)+0.145-0.145-3.1829-0.4183)+((3.4498×2.9))+(((3+0.2499)×2.9)-0.5497+0.0562-0.0562)+((3.4499×2.9)-0.5497+0.0787-0.0787)+((0.7501×2.9)-1.4303+0.1688-0.1688)+((0.7501×2.9)-1.4303+0.1688-0.1688)+((0.7502×2.9)+0.29-0.29)+((3.5501×2.9)+0.67-0.29)+((1.2998×2.9))+((0.2492×2.9))+((0.2492×2.9))+((1.2998×2.9))+((3.5501×2.9)+0.67-0.29)+((1.6002×2.78)+0.695-0.5565)+((1.6002×2.78)+0.695-0.5565)+((2.9×0.0001+2.78×0.0998)-0.2775)+((2.9×0.0001+2.78×0.0998)-0.2775)+((1.6002×2.78))+((1.6×2.78)-2.449+0.192-0.192)+((2.075×0.23)+0.4945-0.4773)+((2.575×0.43)+1.125-0.675)+((2.575×0.03)+0.2473-0.0773)+((3×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM0.76+2.9×0.96)-1.47)+((2.9×0.96+3×0.96)-1.47-0.1919)+((2.2×3)-0.1498)+((2.4×3)-0.2175)+((2.4×3)+0.063-1.0494-0.24)+(((2.95×2.78)×2)-7.558+0.954-0.954)+((1.6002×2.78))+((1.1×2.78)+0.2325)+((1×2.6)+2.8275-2.6)100m²5.5234小计100m²7.156复式层TLWQM((6.3×3)+2.4+3.08-2.1-3.08-1.08)+((4×3)+1.1735+1.7045-1.2-1.98-0.036)+((3.1×2.2+0.1×0.2)+1.1735+0.8519-1.2-0.99-0.1558-0.01)+((1.9×3)+1.2+0.8139-1.2-0.825-1.98+0.2475-0.2475)+((2.6×3)+1.7889+1-1.8-1)+((5.83×3)+1.2+2.9865-1.2-2.9865-1.98-0.024)+((2.8×3)+1.4-1.4)+((3×8+0.45×0.2)+3.5555+3.4076-2.49-3.96-1.08)+((3.7×100m²1.2507TLWQM((6.3×3)+2.4+3.08-2.1-3.08-1.08)+((4×3)+1.1735+1.7045-1.2-1.98-0.036)+((3.1×2.2+0.1×0.2)+1.1735+0.8519-1.2-0.99-0.1558-0.01)+((1.9×3)+1.2+0.8139-1.2-0.825-1.98+0.2475-0.2475)+((2.6×3)+1.7889+1-1.8-1)+((5.83×3)+1.2+2.9865-1.2-2.9865-1.98-0.024)+((2.8×3)+1.4-1.4)+((3×8+0.45×0.2)+3.5555+3.4076-2.49-3.96-1.08)+((3.7×3)+1.2675+1.6763-0.9-1.87-3.06-0.1825)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715)+((1.4×3)+0.56-0.7-3.43)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715)+((4.1×3)+1.2675+1.9075-0.9-2.09-3.06-0.1825)+((1.298×3.624+0.1×0.0691)-0.0072-0.3617)+((0.1×(0.0062+0.0695)+1.3013×3.6233)-0.5297-0.3423)100m²1.2507143 TLNQM((2.9×0.0336+2.9×2.3+2.877×0.0664)+1.1585-1.1585)+((5.43×2.9)+0.58-0.58-1.98-0.2475)+((7.0287)+0.3335-0.0703)+((3.7×2.55))+(4.705+0.58-0.6-0.2532)+(4.6403+0.58-0.6-0.14)+((3.7×2.55))+((3.1×0.2+0.1×0.2+3.0617×2)+1.16-1.2-0.2)+((1.8×2.9)+1.16-0.87-1.98+0.2475-0.2475)+((2.9×3.4)-3.33)+((1.2×2.9)+0.29-0.29-1.715-0.171)+((2.88×3.3+2.9×0.4)+0.29-100m²2.0455TLNQM0.29)+((2.9×3.5)+0.29-0.29)+((1×2.9)-1.98+0.225-0.225)+(((0.9+0.7)×2.9)-1.76+0.214-0.214)+((2.4×2.9))+((0.4×2.9)+1.028-0.29)+((3.1×2.9)-0.04)+((0.4×2.9)+2.2-0.29)+((2.88×1.75+2.9×1.3)+0.58-0.87-1.98+0.2475-0.2475)+((2.95×2.9)+0.58-0.58-1.98+0.2475-0.2475)+((2.88×2.55+2.9×0.4)+0.29-0.29)+((2.95×2.9)+0.29-0.29)+((0.9×2.9)-0.04)+((1.9×2.9))+((2×2.9)-1.76+0.294-0.294)+((3.8×2.9)-3.33)+((3.9×100m²2.0455续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2.9)+0.58-0.58)+((1×2.9)+0.29-0.29)+((2.9×3+0.35×0.2)+0.6235-0.36)+((2.8×2.9)+0.58-0.58)+((0.7×2.9))+((1.2×2.9)+0.29-0.29-1.715-0.171)+((1.4×2.9)-3.43-0.252)100m²2.0455小计100m²3.2962B2-145文化石砂浆粘贴内墙面100m²0.1209首层WQZWQM(((0.1+0.5)×1.95)+0.78-0.195)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1+0.5)×1.95)+0.78-0.195)+(1.365)+(1.365+0.7787-0.3914)+(((0.1×1.95)×2+0.5×1.95))+(1.365)100m²0.1212小计100m²0.1212BB5-1墙面抗碱封底涂料100m²85.1844首层TLWQM((14.4128×2.95)+2.8037+8.4304-2.2556-7.5312)+((1.9×2.95)+1.4+1.02-0.59-1.02-0.255)((47.3156)+6.2477+6.8075-3.8537-6.981-0.0025)×2+((2.83×6.25+2.95×3.6104)+3.7834+4.1501-3.7028-4.2381)×2+((1.7×2.83)+0.816-0.816)×2+((1.6×2.83)+0.57-0.608)×2+((2.95×6.4944+2.83×7.1998)+4.711+4.532-2.6551-4.722-0.058)×2+((2.95×100m²0.5013TLNQM((47.3156)+6.2477+6.8075-3.8537-6.981-0.0025)×2+((2.83×6.25+2.95×3.6104)+3.7834+4.1501-3.7028-4.2381)×2+((1.7×2.83)+0.816-0.816)×2+((1.6×2.83)+0.57-0.608)×2+((2.95×6.4944+2.83×7.1998)+4.711+4.532-2.6551-4.722-0.058)×2+((2.95×6.4777+2.83×7)+2.9167+4.5321-2.6066-4.684-0.02)×2+((1.5×100m²6.8474143 2.83)+0.532-0.57-0.01)×2+((8.3325×2.95+2.95×4+2.83×1.9)+4.0718+6.2455-3.4555-6.3175-0.01)×2+((2.95×6.3207+2.83×7)+2.7729+5.298-2.5268-5.412-0.02)×2+((13.3382×2.95)+4.7653+6.228-2.6024-6.228)×2+((14.1732×2.95)+9.1278+7.3111-2.6955-7.3136)×2小计100m²7.3487夹层TLWQM(27.9771+1.4864+6.7258-1.1378-6.0699)+((1.9×2.4)+1.15+0.68-0.48-0.85)+((2.7765×1.9)+0.5915+0.8401-0.5622-0.7442)100m²0.3944TLNQM((2.28×6.7604+2.3×3.1)+3.0499+3.9314+1.11-2.9735-4.5726-0.016-3.12+0.784)×2+((1.7×2.3)+0.67-0.68)×2+((1.6×2.3))×2+((1.4×2.3))×100m²8.1878续附表9编码项目名称/构件名称/位置/工程量明细单位工程量2+(((6+3.62)×2.3)+1.01+3.668-1.035-3.793-0.055)×2+((4.7124×1.78)+0.6175+2.0029-0.7609-2.0568)×2+((29.1987+0.6021×2.28)+3.5407+3.037-2.0494-3.517-0.15-0.052)×2+(((0.6021+5.4579+6.94)×2.3)+1.9567+3.1421-1.7128-3.1821-0.15-0.0537)×2+(((0.5849+5.6321+6.9401)×2.3)+1.9945+0.7124+3.1941-1.775-3.9268-0.14)×2+((0.5838×2.28+2.3×4.3399+2.28×1.3097+7.1401×2.3)+1.9785+0.7146+3.0864-1.8026-3.8991-0.14)×2+(36.7012+3.8064+6.2603-2.7554-6.3558-0.0244-0.0479)×2+(((7.4+6.8242)×2.3)+0.8649+3.0777-1.0433-3.1853-0.12)×2+(((7.4+6.8047)×2.3)+1.1172+3.0923-1.0434-3.1755-0.12)×2+(42.3135+7.3395-9.2222-0.1187-2.8336-11.388)×2+(43.2423+9.4457-9.4505-0.1187-2.8432+13.572)×2+((0.5971×1.58))×2+((0.6×1.58))×2+(((0.0342+0.06)×1.7+0.5817×1.6))×2+(((0.0301+0.06)×1.7+0.5858×1.6))×2+((0.5926×1.6))×2+((0.5903×1.6))×2+((0.5848×1.58))×2+((0.5836×1.58))×2+(26.2396+6.4088+2.6739+2.4455-1.6261-5.1845-0.1045-0.0503)×2+((2.5314×1.78)+0.3839+0.4042-0.3634-0.4189-0.0163)×2小计100m²8.5822第2层TLWQM((2.9×3)+2.73+1.25-1.2-1.25)+((4.4×3)+2.755+2.05-0.9-2.05)+((5.9943×2.7))100m²0.4147第2层，第3层，第4层，第5层TLNQM((4.2×2.9)-1.76+0.52+0.308-0.308)×2+((3×0+2.9×3.6849)-0.2492-1.76+0.52+0.308-0.308)×2+((4.2×2.9)+1.68-1.68-1.98+0.371+0.2475-0.2475)×2+(((3+1)×100m²11.7886143 2.9)+1.6-1.6-1.98+0.371+0.225-0.225)×2+((2.5×2.9)+1-1-1.98+0.371+0.2475-0.2475)×2+((3×2.9)+1.2-1.2)×2+((2.TLNQM371+0.2475-0.2475)×2+(((3+1)×2.9)+1.6-1.6-1.98+0.371+0.225-0.225)×2+((2.5×2.9)+1-1-1.98+0.371+0.2475-0.2475)×2+((3×2.9)+1.2-1.2)×2+((2.7×2.9)+1-1.04-0.04-1.98+0.371+0.2475-0.2475)×2+((3.2×2.9)+1.24-1.28)×2+(((3.6×2.9)×2)+0.58+2.8-0.58-2.8-13.72+1.078)×2+((7×2.9)+0.625+4.14-0.29-4.14)×2+((7×2.9)+0.625+4.14-0.29-4.14)×2+((1.4485×2.9+2.9×0.5994)+1.9328+0.8973-0.7345-0.8973-1.76+0.364+0.2-0.2)×2+(((1.95+1)×2.9)+1.475-1.475-1.98+0.371+0.2-0.2)×2+((1.7×2.9)+1.08+0.65-1.16-0.65-1.76+0.364+0.2-0.2)×2+((2.95×100m²11.7886续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2.9)+1.475-1.475-1.98+0.371+0.2-0.2)×2+((2.5×2.9)+1.2-1.2)×2+((2.95×2.9)+0.29+1.14-0.29-1.14-2.325+0.427)×2+((2.5×2.9)+1-1)×2+((2.7×2.9)+0.87+0.96-0.87-0.96)×2+((2.4×2.9)+1.15-1.2-3.52+0.42+0.222-0.222)×2+((3.2×2.9)+1.24-1.28)×2+((2.7×2.9)+1-1.04-0.04-1.98+0.371+0.2475-0.2475)×2+((2.7×2.9)+0.87+0.96-0.87-0.96)×2+(((3.3+2.7)×2.9)+1.08+0.6+2.3-1.16-2.9-5.3+1.099+0.4-0.4)×2+((4.2×2.9)+1.68-1.68-1.98+0.371+0.2475-0.2475)×2+(((3+1)×2.9)+1.6-1.6-1.98+0.371+0.225-0.225)×2+((3×2.9)+1.2-1.2)×2+(((3.3+2.5)×2.9)+0.725+2.22-0.725-2.22-5.775+1.07)×2+((2.5×2.9)+1-1-1.98+0.371+0.2475-0.2475)×2+((4.2×2.9)+0.29+1.64-0.29-1.64)×2+((3.3×2.9)+1.65-1.65-1.98+0.371+0.2-0.2)×2+((2.5×2.9)+1-1)×2+((2.5×2.9)+1-1)×2+((3.3×2.9)+0.29+1.28-0.29-1.28-2.79+0.469)×2+((1.7×2.9)+0.725+0.56-0.87-0.56)×2+((1.7×2.9)+0.725+0.56-0.87-0.56)×2+((1.8×2.9)+0.64-0.68-0.06)×2+((2.4×2.9)+1.15-1.2-3.52+0.42+0.222-0.222)×2+((1.6×2.9)+0.12-0.64-1.955+0.364)×2+((3×1+3×0.92+0.45×0.2)+0.87+0.819-0.9-0.9-0.081)×2+((3×0.92+3×1+0.45×0.2)+0.9+0.85-0.9-0.9-0.05-0.1487)×2+((2.45×1.17+2.55×1.23)+0.858-1.083-3.075+0.413)×2+((2.4×2.45)+0.735-0.96-3.075+0.413)×2+(((0.3+0.1)×3)+0.12-0.2)×2+(((0.3+0.1)×3)+0.12-0.2)×2+((3×3.5+2.9×3.1)+2.9-2.99-0.02-2.1+0.364+0.3-0.3-0.8168)×2+((3.8×2.9)+1.52-1.52-3.15+0.55)×2+((5.9×2.9)+2.03+2.52-2.03-2.6-1.98+0.371+0.22-0.22)×2+((2×2.9)+0.72-0.76-0.04-1.76+0.364+0.2-0.2)×2+((2.8×2.9)+1.08-1.12)×2+((1×2.9)+0.29+0.36-0.29-0.36)×2+((3.9×2.9)+0.58+0.37+1.48-0.58-1.85)×2+(((3.8+3.4)×100m²11.7886143 2.9)+2.88-2.88-2.1+0.364+0.3-0.3)×2+((3.2×2.9)+1.45+1.4-1.16-1.4)×2+((3×2.9)+0.58+1.4-0.58-1.4)×2+((2.4×2.9)+0.92-0.96)×2+(((0.8×2.9)×2)+0.56-0.6-0.04-1.76+0.364+0.16-0.16)×2+((1.2×2.9)-0.1-1.98+0.371+0.225-0.225)×2+((1×2.9)-1.98+0.371+0.225-0.225)×2+((3.6×2.9)+1.45+1.47-1.45-1.55)×2+(((3.3+0.5)×2.9)+1.6-1.45-1.65)×2+(((5.5+0.5)×2.9)+0.58+2.6-2.32-2.6-1.98+0.371+0.22-0.22)×2+((3.8×2.9)+0.58+1.44-0.58-1.44-6.86+0.539)×2+((3.4×2.9)+1.36-1.36-3.15+0.55)×2+((2.8×2.9)+0.58+1.04-0.58-1.04)×2+((1.1×2.9)+0.44-0.44-1.98+0.371+0.2475-0.2475)×2+((1.2×2.9)+0.77续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM39)×2+((3.4×2.9)+1.36-1.36-3.15+0.55)×2+((2.8×2.9)+0.58+1.04-0.58-1.04)×2+((1.1×2.9)+0.44-0.44-1.98+0.371+0.2475-0.2475)×2+((1.2×2.9)+0.77+0.4-0.58-0.4-1.98+0.371+0.225-0.225)×2+((2.3×2.9)+0.92-0.92)×2+((1.8×2.9)+0.58+0.68-0.29-0.68-1.76+0.364+0.2-0.2)×2+((1.8×2.9)+0.64-0.68-0.06)×2+((2.4×2.9)-2.94+0.686+0.315-0.315)×2+((2.95×2.9)+0.2145-0.9735-3.066+0.434)×2+((2.95×2.9)+0.2145-0.9735-3.066+0.434)×2+(3.78+0.44-0.53)×2+(3.78+0.44-0.53)×2+((2.7×2.9)+1.08-1.08-4.2+0.728+0.6-0.6)×2+((0.8×2.9)+0.12+0.32-0.32)×2+((2.9×0.4+3×3.5)+1.08+1.577-1.19-1.72-0.143-0.0133)×2+(((1.2×2.9)×2)+0.96-0.96-4.2+0.728+0.6-0.6)×2+(((3.3985+2.5)×2.9)+0.1576+2.3377-0.1578-2.3377-5.775+1.07)×2100m²11.7886小计100m²12.2033第6层TLWQM((2.9×3)+2.6819-1.2-0.4408-0.1618)+((3.6498×3)+0.8149-0.6-0.4434-0.2563)+((0.7502×3)+1.45-0.3-0.065)+((6.2822×3)+2.9828+2.8984-1.2099-3.2334-5.61+1.07-0.335)+((1.8009×3)+0.97+0.6603-0.45-0.8254-3.1871+0.2626)+(((1.9009+1.8991)×3100m²1.6996TLWQM)+0.29+1.48-0.3-1.85-7.35+0.553)+((1.7991×3)+0.97+0.6597-0.45-0.8246-3.1829+0.2624)+((6.3×3)+2.4139+2.8275-1.65-3.1625-5.61+1.07-0.335)+(16.5+2.818+2.3244-1.5-2.75-3.78+0.77)+((2.8×3)+1.4-1.4-1.0494+0.2032)+((3×8+0.5×0.2)+3.6195+3.6-2.5-3.6-2.25+0.602)+((3.8×3)+1.98+1.5175-1.2-1.7-3.15+0.55-0.1825)+((3.8×143 3)+2.32+1.44-0.6-1.8-6.86+0.539)+((4.2×3)+1.98+1.7175-1.2-1.9-3.15+0.55-0.1825)+((6.3×3)+2.2545+4.513-1.8-4.104-0.945+0.301)+(17.9087+3.3526+2.4413-1.6598-2.979-3.69+0.77)TLNQM((2.5×2.9)-1.98+0.371+0.2475-0.2475)×2+((3×2.9)+1.35-1.35)×2+((2.7×2.9)-0.09-1.98+0.371+0.2475-0.2475)×2+((3.2×2.9)+1.395-1.44)×2+((1.4485×2.9+2.9×0.5994)+1.9328+0.8973-0.7345-0.8973-1.76+0.364+0.2-0.2)×2+(((1.95+1)×2.9)+1.475-1.475-1.98+0.371+0.2-0.2)×2+((1.7×2.9)+1.07+0.65-1.16-0.65-1.76+0.364+0.2-0.2)×2+((2.95×2.9)+1.395-1.475-1.98+0.371+0.2-0.2)×2+((2.5×2.9))×2+((2.95×2.9)+0.29-0.29-0.08-2.325+0.427-0.216)×2+((2.5×2.9))×100m²11.5042续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2+((0.0002×0.1+0.0231×0.0167+2.7×2.9)+0.77+0.96-0.87-0.96-0.0004)×2+((2.4×2.9)-3.52+0.42+0.222-0.222)×2+((3.2×2.9)+1.395-1.44)×2+((2.7×2.9)-0.09-1.98+0.371+0.2475-0.2475)×2+((2.7×2.9)+0.77+1.08-0.87-1.08)×2+((4.8615×2.7+4.8615×3.3+1.8615×0.2)+1.07+2.8-1.2-3.36-5.5+1.099+0.6-0.6)×2+((3×2.9)+1.35-1.35)×2+(((3.3+2.5)×2.9)+0.725+2.4986-0.725-2.4975-5.61+1.07)×2+((2.5×2.9)-1.98+0.371+0.2475-0.2475)×2+((4.898×3.3+1.898×0.1+1.898×0.1)+1.57-1.98-1.98+0.371+0.2-0.2-0.5108)×2+((2.5×2.9))×2+((2.5×2.9))×2+((3.3×2.9)+0.290.29-0.08-2.79+0.469-0.252)×2+((2.4×2.9)-3.52+0.42+0.222-0.25)×2.9)+0.725+2.4986-0.725-2.4975-5.61+1.07)×2+((2.5×2.9)-1.98+0.371+0.2475-0.2475)×2+((4.898×3.3+1.898×0.1+1.898×0.1)+1.57-1.98-1.98+0.371+0.2-0.2-0.5108)×2+((2.5×2.9))×2+((2.5×2.9))×2+((3.3×2.9)+0.29-0.29-0.08-2.79+0.469-0.252)×2+((2.4×2.9)-3.52+0.42+0.222-0.222)×2+((6.8×3)+0.4198+3.424-0.6-3.96-2.1+0.364+0.3-0.3-0.097-0.5292)×2+((3.8×2.9)+1.51-1.52-0.005-3.15+0.55)×2+((5.9×2.9+0.1×0.1)+2.04+2.52-2.04-2.6-1.98+0.371+0.22-0.22)×2+((2×2.9+0.1×0.1)+0.72-0.76-0.05-1.76+0.364+0.2-0.2)×2+((2.8×2.9)+1.072-1.12-0.005)×2+((1×2.9)+0.29+0.36-0.29-0.36)×2+((3.9×2.9)+0.46+0.37+2.4375-0.58-2.59)×2+(((2.2+5)×2.9+0.1×0.1)+3.52-3.6-0.01-2.1+0.364+0.3-0.3)×2+((2.4×2.9)+0.92-0.96)×2+((2.9×0.8+0.4×0.1+0.3×0.1+0.8×100m²11.5042143 2.9)+0.56-0.63-0.08-1.76+0.364+0.18-0.18)×2+((1.2×2.9)-0.1-1.98+0.371+0.225-0.225)×2+((1×2.9)-1.98+0.371+0.225-0.225)×2+((3.6×2.9)+1.45+1.47-1.45-1.55)×2+(((3.3+0.5)×2.9)+1.65-1.45-1.65)×2+(((5.5+0.5)×2.9)+0.58+2.6-2.32-2.6-1.98+0.371+0.22-0.22)×2+((3.8×2.9)+0.58+1.44-0.58-1.44-6.86+0.539)×2+((3.4×2.9)+1.36-1.36-3.15+0.55)×2+((2.8×2.9)+0.58+1.04-0.58-1.04)×2+((1.2×2.6)+2.4246+0.11-0.6826-0.11-0.09)×2+((1.1×2.6)+1.2113+0.1-0.4713-0.TLNQM1-0.09)×2+((2.3×2.6)+0.1816+0.23-0.1976-0.23-0.104-0.2527)×2+((1.8×2.9)+0.58+0.85-0.29-0.85-1.76+0.364+0.2-0.2)×2+((2.4×2.78)-2.94+0.686+0.315-0.315)×2+(3.626+0.4335-0.506)×100m²11.5042续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2+(3.626+0.4335-0.506)×2+((2.7×2.78)+1.085-1.161-4.2+0.728+0.6-0.6)×2+((0.8×2.78)+0.223+0.344-0.344)×2+((2.9×3.5+2.78×0.4)+1.2095+1.889-1.148-1.889-0.097-0.3372)×2+(((1.2×2.78)×2)+1.032-1.032-4.2+0.728+0.6-0.6)×2+(((3.3985+2.5)×2.9)+0.1533+2.6305-0.1534-2.6305-5.61+1.07)×2+(((1.9009+1.8991)×2.9)+0.29+1.48-0.29-1.48-7.35+0.553)×2+((1.7009×2.9)+0.145+0.6603-0.145-0.6603-3.1871+0.2626)×2+(10.7348+0.58+1.4854-0.58-1.5777)×2+(10.7348+0.58+1.4854-0.58-1.5777)×2+((1.6991×2.9)+0.145+0.6597-0.145-0.6597-3.1829+0.2624)×2+((3.4498×2.9))×2+(((3+0.2499)×2.9)+1.2999-1.2999-0.5497+0.1715+0.0562-0.0562)×2+((3.4499×2.9)+1.3799-1.3799-0.5497+0.1715+0.0787-0.0787)×2+((0.7501×2.9)+0.3001-0.3001-1.4303+0.1995+0.1688-0.1688)×2+((0.7501×2.9)+0.3001-0.3001-1.4303+0.1995+0.1688-0.1688)×2+((0.7502×2.9)+0.29-0.29)×2+((3.5501×2.9)+0.67+1.4625-0.29-1.5525-0.01)×2+((1.2998×2.9)+0.5849-0.5849)×2+((0.2492×2.9)+0.1122-0.1122)×2+((0.2492×2.9)+0.1122-0.1122)×2+((1.2998×2.9)+0.5849-0.5849)×2+((3.5501×2.9)+0.67+1.4625-0.29-1.5525-0.01)×2+((1.6002×2.78)+0.695+0.532-0.5565-0.532)×2+((1.6002×2.78)+0.695+0.532-0.5565-0.532)×2+((2.9×0.0001+2.78×0.0998)-0.2775)×2+((2.9×0.0001+2.78×0.0998)-0.2775)×2+((1.6002×2.78)-0.0001)×2+((1.6×2.78)-2.449+0.455+0.192-0.192)×2+((2.075×0.23)+0.4945-0.4773)×2+((2.575×0.43)+1.125-0.675-0.0715)×2+((2.575×0.03)+0.2473-0.0773)×2+((3×0.76+2.9×0.96)-0.07-1.47+0.343)×100m²11.5042143 2+((2.9×0.96+3×0.96)-0.07-1.47+0.343-0.1919)×2+((2.2×3)-0.1498)×2+((2.4×3)+0.69-0.72-0.2175)×2+((2.4×3)+0.063+1.2-1.2-1.0494+0.2032-0.24)×2+(((2.95×2.78)×2)+1.121-1.121-6.684+1.19+0.954-0.954)×2+((1.6002×2.78)-0.0001)×2+((1.1×2.78)+0.2325+0.301-0.308)×2+((1×2.6)+2.8275+0.0025-2.6)×2小计100m²13.2038复式层TLWQM((6.3×3)+2.4+3.08-2.1-3.08-1.08+0.301)+((4×3)+1.1735+1.7045-1.2-1.98-0.036)+((3.1×2.2+0.1×0.2)+1.1735+0.8519-1.2-0.99-0.1558-0.01)+((1.9×3)+1.2+0.8139-1.2-0.825-1.98+0.371+0.2475-0.2475)+((2.6×100m²1.2805续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLWQM3)+1.7889+1-1.8-1)+((5.83×3)+1.2+2.9865-1.2-2.9865-1.98+0.371-0.024)+((2.8×3)+1.4-1.4)+((3×8+0.45×0.2)+3.5555+3.4076-2.49-3.96-1.08+0.301)+((3.7×3)+1.2675+1.6763-0.9-1.87-3.06+0.55-0.1825)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715+0.2205)+((1.4×3)+0.56-0.7-3.43+0.098)+((1.3×3)+0.4125+0.44-0.6-0.55-1.715+0.2205)+((4.1×3)+1.2675+1.9075-0.9-2.09-3.06+0.55-0.1825)+((1.298×3.624+0.1×0.0691)-0.0072-0.3617)+((0.1×(0.0062+0.0695)+1.3013×3.6233)-0.5297-0.3423)100m²1.2805TLNQM((2.9×0.0336+2.9×2.3+2.877×0.0664)+1.1585+1-1.1585-1)×2+((5.43×2.9)+0.58+2.8765-0.58-2.8765-1.98+0.371)×2+((7.0287)+0.3335+1.2-0.0703-1.2)×2+((3.7×2.55)+0.37-0.37)×2+(4.705+0.58+0.585-0.6-0.76-0.1132)×2+(4.6403+0.58+0.585-0.6-0.76)×2+((3.7×2.55)+0.36-0.37)×2+((3.1×0.2+0.1×0.2+3.0617×2)+1.16+0.81-1.2-0.99-0.02)×2+((1.8×2.9)+1.16+0.675-0.87-0.675-1.98+0.371+0.2475-0.2475)×2+((2.9×3.4)+1.53-1.53-3.06+0.55)×2+((1.2×2.9)+0.29+0.44-0.29-0.44-1.715+0.2205)×2+((2.88×3.3+2.9×0.4)+0.29+1.511-0.29-1.554)×2+((2.9×3.5)+0.29+1.53-0.29-1.53)×2+((1×2.9)-1.98+0.371+0.225-0.225)×2+(((0.9+0.7)×2.9)-1.76+0.364+0.214-0.214)×2+((2.4×2.9))×2+((0.4×2.9)+1.028+0.12-0.29-0.12)×2+((3.1×2.9)+1.24-1.24-0.04)×2+((0.4×2.9)+2.2+0.12-0.29-0.12)×2+((2.88×1.75+2.9×1.3)+0.58+1.1245-0.87-1.2025-1.98+0.371+0.2475-0.2475)×2+((2.95×2.9)+0.58+1.2375-0.58-1.2375-1.98+0.371+0.2475-0.2475)×2+((2.88×2.55+2.9×0.4)+0.29+1.2315-0.29-1.2315)×2+((2.95×2.9)+0.29+1.2825-0.29-1.2825)×2+((0.9×2.9)-0.04)×2+((1.9×2.9))100m²4.1996143 ×2+((2×2.9)-1.76+0.364+0.294-0.294)×2+((3.8×2.9)+1.71-1.71-3.06+0.55)×2+((3.9×2.9)+0.58+1.665-0.58-1.665)×2+((1×2.9)+0.29+0.405-0.29-0.405)×2+((2.9×3+0.35×0.2)+0.6235+1.305-0.36-1.305)×2+((2.8×2.9)+0.58+1.17-75)×2+((2.88×2.55+2.9×0.4)+0.29+1.2315-0.29-1.2315)×2+((2.95×2.9)+0.29+1.2825-0.29-1.2825)×2+((0.9×2.9)-0.04)×2+((1.9×2.9))×2+((2×2.9)-1.76+0.364+0.294-0.294)×2+((3.8×2.9)+1.71-1.71-3.06+0.55)×2+((3.9×2.9)+0.58+1.665-0.58-1.665)×2+((1×2.9)+0.29+0.405-0.29-0.405)×2+((2.9×3+0.35×0.2)+0.6235+1.305-0.36-1.305)×2+((2.8×2.9)+0.58+1.17-0.58-1.17)×2+((0.7×2.9)+0.28-0.28)×2+((1.2×续附表9编码项目名称/构件名称/位置/工程量明细单位工程量TLNQM2.9)+0.29+0.44-0.29-0.44-1.715+0.2205)×2+((1.4×2.9)+0.56-0.56-3.43+0.098)×2100m²4.1996小计100m²5.4801BB5-2刮腻子二遍水泥砂浆混合砂浆墙面100m²10.7156第2层，第3层，第4层，第5层MZNQM((2.5329×3)+0.2175+1.0034-0.0733-1.2542)+((2.5×3)+1-1.25)+((2.0791×3)+0.0061+1.0385-0.0064-1.2462-1.76+0.364+0.2-0.2)+((2.4857×3)+0.2175+0.9335-0.4559-1.1669-1.5+0.343)+((1.4×3)+0.58+0.6-0.6-0.72-1.76+0.364+0.2-0.2)+((2.5×3)+1-1.25)+((2.5×3)+0.29+0.96-0.3-1.2)+((1.4×3)+0.7-0.84-1.035+0.301+0.006-0.006)+((1.4×3)+0.58+0.6-0.6-0.72-1.76+0.364+0.2-0.2)+((2.5×3)+0.29+0.96-0.3-1.2)+((2.5×3)+1-1.25)+((1.4×3)+0.7-0.84-0.92+0.287+0.006-0.006)+((0.9×3)+2.61-2.7)100m²2.0671MZNQM+((0.9×3)+0.495-0.54-1.56+0.364-0.045)+((2.5×3)+1-1.25)+((2.5×3)+1-1.25)+((1.8×3)+0.58+0.72-0.6-0.8-0.72+0.301+0.1375-0.1925-0.025)+((1.6×3)+0.64-0.8)+((2.8×3)+1.4-1.68-3.52+0.42+0.252-0.252)+((1.6×3)+0.111-0.752-1.994+0.364)+((2.6×3)+1.04-1.3)+((1.8×3)+0.72-0.9-1.76+0.364+0.2-0.2)+((2.6×3)+2.32+0.72-2.4-0.9)+((1.8×3)+0.18+0.72-1.08-1.125+0.301)+((3×2.9)+0.29+1.16-0.29-1.16-2.625+0.52)+((1.6×3)+0.64-0.8-1.76+0.364+0.18-0.18)+((2.2×3)+0.88-1.1)+((2.2×3)+0.88-1.1)+((1.6×3)+0.29+0.6-0.3-0.75-1.125+0.301)+((2.95×3)+0.195-1.18-3.135+0.434)+((2.3×3)+1.15-1.38-3.52+0.42+0.234-0.234)+((1.6×3)+0.64-0.8)+((1.7×3)+0.68-0.85)+(((1.35+1.15)×3)+0.87+0.88-0.9-1.1)+((2.95×143 3)+0.195-1.18-3.135+0.434)+((1.1×3)+0.29+0.4-0.3-0.5)+((2.9×1.2+3×0.8+0.6×3)+1.6775+0.67-2.69-0.74)+((1.8×3)+0.72-0.9-1.76+0.364+0.2-0.2)+((2.75×3)+1.74+0.94-1.2-1.175)+((0.8×3)+0.87+0.2-0.9-0.25)小计100m²2.0671复式层MZNQM((2.6×2.9)+0.29+1.125-0.29-1.125)+((1.8×2.9)+0.29+0.765-0.29-0.765-1.08+0.301)+((1.9×2.9))+((0.7×2.9))+((1.8×2.9)-1.76+0.364+0.254-0.254)+((1.6×2.9)-1.76+0.364+0.254-0.254)+((2.2×2.9))+((2.2×2.9)+0.88-0.88)+((1.6×2.9)+0.29+0.675-0.29-0.675-1.08+0.301)100m²0.432续附表9编码项目名称/构件名称/位置/工程量明细单位工程量小计100m²0.432BB5-5刮防水腻子二遍石灰砂浆石膏砂浆墙面100m²0.1209首层WQZWQM(((0.1+0.5)×1.95)+0.78-0.195)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1×1.95)×2+0.5×1.95)+0.585-0.585)+(((0.1+0.5)×1.95)+0.78-0.195)+(1.365)+(1.365+0.7787-0.3914)+(((0.1×1.95)×2+0.5×1.95))+(1.365)100m²0.1212小计100m²0.1212020102002001块料楼地面厨房：1.5mm厚1：2聚合物水泥砂浆防水层2.地砖楼地面卫生间：20mm厚地砖楼地面m²428.3606B1-6水泥砂浆楼地面100m²1.579第2层、第3层、第4层、第5层、第6层厨房((1.7×1.35+2.5×1.6))+((2.95×1.7))+((2.8×1.6))+((2.8×1.6))+((1.7×1.35+2.5×1.6))+((2.95×1.7))100m²0.316小计100m²0.316B1-94水泥花砖楼地面100m²4.2752第2层，第3层，第4层，第5层，第6层厨房((1.7×1.35+2.5×1.6))+((2.95×1.7))+((2.8×1.6)-0.04)+((2.8×1.6)-0.04)+((1.7×1.35+2.5×1.6))+((2.95×1.7))100m²0.3152卫生间(((2.4857+2.0791)×2.5/2)-0.0018)+((2.5×1.4)-0.02)+((2.5×1.4)-0.02)+((2.5×1.8))+((2.6×1.8)+0.018-0.018)+((2.2×1.6))+((2.5×1.4)-0.02)+(((2.4857+2.0791)×2.5/2)-0.0018)+((2.5×1.4)-0.02)+((2.6×1.8)+0.0176-0.0176)+((2.2×1.6))+((2.5×1.8))100m²0.5072小计100m²0.8224143 复式层卫生间((2.6×1.8)-0.01)+((2.2×1.6))+((2.6×1.8)-0.01)+((2.2×1.6))100m²0.1638小计100m²0.1638010701001001瓦屋面坡屋面1：1.蓝灰色欧美彩瓦2.水泥砂浆110mm3.挤塑聚苯板40mm3.聚氨酯防水卷材2mm4.石灰水泥砂浆20mm坡屋面2：1.蓝灰色欧美彩瓦2.20mm厚1：3水泥砂浆加3%防水剂m²633.7942A8-1水泥瓦屋面板子上或橼子挂瓦条上铺设100m²6.3379复式层续附表9编码项目名称/构件名称/位置/工程量明细单位工程量坡屋面1(34.04)+(8.462)+(8.4618)+(33.6462)+(98.5473)+(98.5269)+(33.6431)+(8.462)+(8.462)+(33.9786-0.0068)100m²3.6622坡屋面2(18.4993)+(18.4993)100m²0.37小计100m²4.0322坡屋面坡屋面1(18.4993)+(20.3967)+(8.3283)+(15.3688)+(12.1029)+(28.4611)+(3.3546)+(3.3549)+(15.3688)+(12.1029)+(28.4611)+(20.3967)+(18.4993)+(8.3283)+(3.3549)+(3.3546)100m²2.1972坡屋面2(5.4195)+(5.4195)100m²0.1084小计100m²2.3056A8-62聚氨脂涂膜防水屋面2mm厚100m²5.8596复式层坡屋面1(34.04)+(8.462)+(8.4618)+(33.6462)+(98.5473)+(98.5269)+(33.6431)+(8.462)+(8.462)+(33.9786-0.0068)100m²3.6622小计100m²3.6622坡屋面层坡屋面1(18.4993)+(20.3967)+(8.3283)+(15.3688)+(12.1029)+(28.4611)+(3.3546)+(3.3549)+(15.3688)+(12.1029)+(28.4611)+(20.3967)+(18.4993)+(8.3283)+(3.3549)+(3.3546)100m²2.1972小计100m²2.1972A8-70掺无机盐铝防水剂防水砂浆(2cm)100m²32.706复式层坡屋面1(34.04)×5.5+(8.462)×5.5+(8.4618)×5.5+(33.6462)×5.5+(98.5473)×5.5+(98.5269)×5.5+(33.6431)×5.5+(8.462)×5.5+(8.462)×5.5+(33.9786-0.0068)×5.5100m²20.1422143 坡屋面2(18.4993)+(18.4993)100m²0.37小计100m²20.5122坡屋面层坡屋面1(18.4993)×5.5+(20.3967)×5.5+(8.3283)×5.5+(15.3688)×5.5+(12.1029)×5.5+(28.4611)×5.5+(3.3546)×5.5+(3.3549)×5.5+(15.3688)×5.5+(12.1029)×5.5+(28.4611)×5.5+(20.3967)×5.5+(18.4993)×5.5+(8.3283)×5.5+(3.3549)×5.5+(3.3546)×5.5100m²12.0856坡屋面2(5.4195)+(5.4195)100m²0.1084小计100m²12.194A8-111防水砂浆平面100m²5.8596续附表9编码项目名称/构件名称/位置/工程量明细单位工程量复式层坡屋面1(34.04)+(8.462)+(8.4618)+(33.6462)+(98.5473)+(98.5269)+(33.6431)+(8.462)+(8.462)+(33.9786-0.0068)100m²3.6622小计100m²3.6622坡屋面层坡屋面1(18.4993)+(20.3967)+(8.3283)+(15.3688)+(12.1029)+(28.4611)+(3.3546)+(3.3549)+(15.3688)+(12.1029)+(28.4611)+(20.3967)+(18.4993)+(8.3283)+(3.3549)+(3.3546)100m²2.1972小计100m²2.1972A9-23830mm厚聚苯板保温层100m²7.7932复式层坡屋面1(34.04)×1.33+(8.462)×1.33+(8.4618)×1.33+(33.6462)×1.33+(98.5473)×1.33+(98.5269)×1.33+(33.6431)×1.33+(8.462)×1.33+(8.462)×1.33+(33.9786-0.0068)×1.33100m²4.8706小计100m²4.8706坡屋面层坡屋面1(18.4993)×1.33+(20.3967)×1.33+(8.3283)×1.33+(15.3688)×1.33+(12.1029)×1.33+(28.4611)×1.33+(3.3546)×1.33+(3.3549)×1.33+(15.3688)×1.33+(12.1029)×1.33+(28.4611)×1.33+(20.3967)×1.33+(18.4993)×1.33+(8.3283)×1.33+(3.3549)×1.33+(3.3546)×1.33100m²2.9224小计100m²2.9224010702002001屋面涂膜防水平屋面1：1.地砖铺平拍实2.40mm厚1：3干硬性水泥砂浆平屋面3：1.20mm厚1：2.5水泥砂浆抹平压光2.铺一层塑料膜隔离层3.2mm厚聚氨酯防水涂料4.基层处理剂一遍m²57.0351143 A8-1水泥瓦屋面板子上或橼子挂瓦条上铺设100m²0.1952第6层平屋面1((1.7003×1))+((6.2001×1.3))+((6.2001×1.3))+((1.7003×1))100m²0.1952小计100m²0.1952A8-62聚氨脂涂膜防水屋面2mm厚100m²0.5704第6层平屋面1((1.7003×1))+((6.2001×1.3))+((6.2001×1.3))+((1.7003×1))100m²0.1952平屋面3((2.6×2.2))+((2.6×2.2))+((5.43×2.4+0.1×0.0022))+((0.1×0.1+5.43×2.4))100m²0.3751续附表9编码项目名称/构件名称/位置/工程量明细单位工程量小计100m²0.5703A8-135填缝沥青砂浆100m0.1952第6层平屋面1((1.7003×1))+((6.2001×1.3))+((6.2001×1.3))+((1.7003×1))100m0.1952小计100m0.1952B1-1水泥砂浆混凝土或硬基层上20mm100m²0.7656第6层平屋面1((1.7003×1))×2+((6.2001×1.3))×2+((6.2001×1.3))×2+((1.7003×1))×2100m²0.3904平屋面3((2.6×2.2))+((2.6×2.2))+((5.43×2.4+0.1×0.0022))+((0.1×0.1+5.43×2.4))100m²0.3751小计100m²0.7655BA8-12干铺塑料薄膜防潮层100m²0.3751第6层平屋面3((2.6×2.2))+((2.6×2.2))+((5.43×2.4+0.1×0.0022))+((0.1×0.1+5.43×2.4))100m²0.1144小计100m²0.3751010702003001屋面刚性防水平屋面2：1.40mm挤塑聚苯板2.20mm水泥砂浆3.20mm石灰水泥砂浆4.40mm细石混凝土m²46.0033A9-23830mm厚聚苯板保温层100m²0.6118第6层平屋面2((6.2002×1.9+6.6×1.7003))×1.33+((6.6×1.7003+6.2001×1.9))×1.33100m²0.6118小计100m²0.6118143 B1-1水泥砂浆混凝土或硬基层上20mm100m²0.9201第6层平屋面2((6.2002×1.9+6.6×1.7003))×2+((6.6×1.7003+6.2001×1.9))×2100m²0.92小计100m²0.92B1-4细石混凝土30mm100m²0.6118第6层平屋面2((6.2002×1.9+6.6×1.7003))×1.33+((6.6×1.7003+6.2001×1.9))×1.33100m²0.6118小计100m²0.6118附录10附表10钢筋明细表Table10CalculationofReinforcementTable筋号级别直径钢筋图形计算公式总根数总长m总重kg构件名称：JZL-1(8)[9414]构件数量：11跨.下通长筋114300-35+330/2+37886+300-35+330/2+2520282.53299.8641跨.上通长筋114300-35+330/2+37886+300-35+330/2+2520282.53299.8641跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)45.0962.0131跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)3443.31617.112跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)33.8221.512跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)2531.8512.581143 3跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)33.8221.513跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)2531.8512.5814跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)45.0962.013续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg4跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)3544.5917.6135跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)33.8221.515跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)3544.5917.6136跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)33.8221.516跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)2531.8512.5817跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)33.8221.517跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)2531.8512.581143 8跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)45.0962.0138跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)45.0962.0138跨.箍筋382×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)3443.31617.11续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg构件名称：JZL-2(4)[9418]构件数量：21跨.下通长筋114507-35+330/2+19545+400-35+330/2+1260487.888106.3441跨.上通长筋114507-35+330/2+19545+400-35+330/2+1260487.888106.3441跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)1215.2886.0391跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)7494.27637.2392跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)67.6443.0192跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)5063.725.162143 3跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)67.6443.0193跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)5063.725.1624跨.箍筋182×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)67.6443.019续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg4跨.箍筋282×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)1012.745.0324跨.箍筋382×((250-2×35)+(400-2×35))+2×(11.9×d)+(8×d)7291.72836.233构件名称：CT-1-500[8511]构件数量：9横向受力筋.1122×(920+720)+2×(11.9×d)+8×d54197.748175.6纵向受力筋.1122×(920+720)+2×(11.9×d)+8×d54197.748175.6构件名称：CT-2-500[8523]构件数量：27上部受力筋.1122750-2×40324865.08768.191上部受力筋.1142750-2×405401441.81744.578143 下部受力筋.1222750-2×40+10×d+10×d216671.762001.845箍筋.1122×((1000-2×40)+(1400-2×40))+2×(11.9×d)+(8×d)4051969.111748.57箍筋.2122×(((1000-2×40-22)/10×2+22)+(1400-2×40))+2×(11.9×d)+(8×d)8102774.252463.534续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg侧面受力筋.1122750-2×40324865.08768.191构件名称：CT-1-400[8533]构件数量：18横向受力筋.1122×(720+720)+2×(11.9×d)+8×d90293.58260.699纵向受力筋.1122×(720+720)+2×(11.9×d)+8×d90293.58260.699构件名称：CT-2-400[8551]构件数量：6上部受力筋.1122200-2×4072152.64135.544上部受力筋.1142200-2×40102216.24261.65143 下部受力筋.1202200-2×40+10×d+10×d48120.96298.771箍筋.1122×((800-2×40)+(1200-2×40))+2×(11.9×d)+(8×d)72292.464259.708箍筋.2122×(((800-2×40-20)/10×2+20)+(1200-2×40))+2×(11.9×d)+(8×d)144423.648376.199侧面受力筋.1122200-2×4060127.2112.954续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg构件名称：CT-3-500[8565]构件数量：4横向底筋.114213-2×40+10×d+10×d41.6521.999横向底筋.214386-2×40+10×d+10×d42.3442.836横向底筋.314559-2×40+10×d+10×d43.0363.674横向底筋.414733-2×40+10×d+10×d43.7324.516横向底筋.514906-2×40+10×d+10×d44.4245.353横向底筋.6141079-2×40+10×d+10×d45.1166.19143 横向底筋.7141252-2×40+10×d+10×d45.8087.028横向底筋.8141425-2×40+10×d+10×d46.57.865横向底筋.9141599-2×40+10×d+10×d47.1968.707横向底筋.10141617-2×40+10×d+10×d47.2688.794续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg横向底筋.11141790-2×40+10×d+10×d47.969.632横向底筋.12141963-2×40+10×d+10×d48.65210.469横向底筋.13142137-2×40+10×d+10×d49.34811.311横向底筋.14142310-2×40+10×d+10×d410.0412.148横向底筋.15142483-2×40+10×d+10×d410.73212.986横向底筋.16142656-2×40+10×d+10×d411.42413.823143 横向底筋.17142830-2×40+10×d+10×d412.1214.665横向底筋.18142808-2×40+10×d+10×d412.03214.559纵向底筋.114173-2×40+10×d+10×d82.9843.611纵向底筋.214481-2×40+10×d+10×d85.4486.592续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg纵向底筋.314741-2×40+10×d+10×d87.5289.109纵向底筋.4141000-2×40+10×d+10×d89.611.616纵向底筋.5141260-2×40+10×d+10×d811.6814.133纵向底筋.6141520-2×40+10×d+10×d813.7616.65纵向底筋.7141780-2×40+10×d+10×d815.8419.166143 纵向底筋.8142040-2×40+10×d+10×d817.9221.683纵向底筋.9142299-2×40+10×d+10×d819.99224.19纵向底筋.10142516-2×40+10×d+10×d821.72826.291侧面受力筋.1228439+92436337.0681004.463加强筋.1222668-2×40410.35230.849续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg加强筋.2222841-2×40411.04432.911加强筋.3222796-2×40410.86432.375加强筋.1222668-2×40410.35230.849加强筋.2222841-2×40411.04432.911加强筋.3222796-2×40410.86432.375143 加强筋.1222668-2×40410.35230.849加强筋.2222841-2×40411.04432.911加强筋.3222796-2×40410.86432.375构件名称：CT-1-500a[8629]构件数量：2横向受力筋.1122×(1480+720)+2×(11.9×d)+8×d1886.07676.435续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg纵向受力筋.1122×(1480+720)+2×(11.9×d)+8×d1886.07676.435构件名称：CT-4-500[8705]构件数量：2横向底筋.1202750-2×40+10×d+10×d52159.64394.311纵向底筋.1202750-2×40+10×d+10×d52159.64394.311构件名称：CT-1-400a[8735]构件数量：5横向受力筋.1122×(1220+720)+2×(11.9×d)+8×d35149.17132.463143 纵向受力筋.1122×(1220+720)+2×(11.9×d)+8×d35149.17132.463构件名称：ZJ-500[8955]构件数量：951161200380456720.4826PI×(230+2×d)+1+2×d570440.61114.559316576380218.88345.83构件名称：ZJ-400[8987]构件数量：31续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg1161200124148.8235.10426PI×(190+2×d)+1+2×d186120.52831.33731657612471.424112.85构件名称：KZ-7[127]构件数量：4B边纵筋.1121000-1000/3+max(1900/6,400,500)+52×12814.32812.723143 H边纵筋.1161000-1000/3+max(1900/6,400,500)89.33614.751角筋.1161000-1000/3+max(1900/6,400,500)1618.67229.502B边插筋.1121000/3+52×d+2200-35+max(6×d,150)826.17623.244H边插筋.1161000/3+2200-35+max(6×d,150)821.18433.471角筋插筋.1161000/3+2200-35+max(6×d,150)1642.36866.941续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)80113.1244.682箍筋.28(400-2×30)+2×(11.9×d)+(2×d)7239.31215.528箍筋.38(300-2×30)+2×(11.9×d)+(2×d)7232.11212.684构件名称：KZ-7[1434]构件数量：4B边纵筋.1122400-max(1900/6,400,500)-500-max(1900/6,400,500)87.26.394143 H边纵筋.1162400-max(1900/6,400,500)+max(2500/6,400,500)819.230.336角筋.1162400-max(1900/6,400,500)+max(2500/6,400,500)1638.460.672箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)144203.61680.428箍筋.28(400-2×30)+2×(11.9×d)+(2×d)14478.62431.056箍筋.38(300-2×30)+2×(11.9×d)+(2×d)14464.22425.368构件名称：KZ-7[537]构件数量：4续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgB边纵筋.1163000+500+max(1900/6,400,500)+52×12+max(2500/6,400,500)840.99264.767H边纵筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)82437.92角筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)164875.84箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)96135.74453.619143 箍筋.28(400-2×30)+2×(11.9×d)+(2×d)9652.41620.704箍筋.38(300-2×30)+2×(11.9×d)+(2×d)9642.81616.912构件名称：KZ-7[13520]构件数量：6B边纵筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)123656.88H边纵筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)123656.88角筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)2472113.76箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)144203.61680.428续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg箍筋.28(400-2×30)+2×(11.9×d)+(2×d)14478.62431.056箍筋.38(300-2×30)+2×(11.9×d)+(2×d)14464.22425.368构件名称：KZ-7[713]构件数量：6B边纵筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)123656.88143 H边纵筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)123656.88角筋.1163000-max(2500/6,400,500)+max(2500/6,400,500)2472113.76箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)144203.61680.428箍筋.28(400-2×30)+2×(11.9×d)+(2×d)14478.62431.056箍筋.38(300-2×30)+2×(11.9×d)+(2×d)14464.22425.368构件名称：KZ-7[13614]构件数量：6B边纵筋.1163000-max(2500/6,400,500)+max(2300/6,400,500)123656.88续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgH边纵筋.1163000-max(2500/6,400,500)+max(2300/6,400,500)123656.88角筋.1163000-max(2500/6,400,500)+max(2300/6,400,500)2472113.76箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)144203.61680.428143 箍筋.28(400-2×30)+2×(11.9×d)+(2×d)14478.62431.056箍筋.38(300-2×30)+2×(11.9×d)+(2×d)14464.22425.368构件名称：KZ-7[13567]构件数量：2B边纵筋.1163000-max(2450/6,400,500)-550+1.5×42×d25.9169.347B边纵筋.2163000-max(2450/6,400,500)-550+550-30+12×d25.3248.412H边纵筋.1163000-max(2450/6,400,500)-550+1.5×42×d25.9169.347H边纵筋.2163000-max(2450/6,400,500)-550+550-30+12×d25.3248.412续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg角筋.1163000-max(2450/6,400,500)-550+550-30+12×d25.3248.412角筋.2163000-max(2450/6,400,500)-550+1.5×42×d617.74828.042箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)5070.727.927143 箍筋.28(400-2×30)+2×(11.9×d)+(2×d)5027.310.784箍筋.38(300-2×30)+2×(11.9×d)+(2×d)5022.38.809构件名称：KZ-7[956]构件数量：2B边纵筋.1143000-max(2450/6,400,500)-550+550-30+12×d410.55212.768H边纵筋.1143000-max(2450/6,400,500)-550+550-30+12×d410.55212.768角筋.1163000-max(2450/6,400,500)-550+550-30+12×d821.29633.648箍筋.182×((300-2×30)+(400-2×30))+2×(11.9×d)+(8×d)72101.80840.214箍筋.28(400-2×30)+2×(11.9×d)+(2×d)7239.31215.528续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg箍筋.38(300-2×30)+2×(11.9×d)+(2×d)7232.11212.684构件名称：B-100[14253]构件数量：1SLJ-1.182250+max(200/2,5×d)-2012.330.92143 SLJ-1.284200+max(200/2,5×d)-2014.281.691SLJ-1.385683+max(255/2,5×d)-2015.7912.287SLJ-1.485668+max(255/2,5×d)+max(200/2,5×d)15.8962.329SLJ-1.582847+max(255/2,5×d)+max(200/2,5×d)13.0751.215SLJ-1.681013+max(255/2,5×d)+max(200/2,5×d)11.2410.49SLJ-1.18533+max(250/2,5×d)+max(202/2,5×d)10.7590.3SLJ-1.28606+max(202/2,5×d)+max(202/2,5×d)21.6160.638续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.38605+max(202/2,5×d)+max(202/2,5×d)32.4210.956SLJ-1.48605+max(202/2,5×d)+max(201/2,5×d)10.8070.319143 SLJ-1.58604+max(201/2,5×d)+max(201/2,5×d)43.2241.273SLJ-1.68603+max(201/2,5×d)+max(201/2,5×d)54.0251.59SLJ-1.78602+max(201/2,5×d)+max(201/2,5×d)64.8241.905SLJ-1.88601+max(200/2,5×d)+max(200/2,5×d)75.6072.215SLJ-1.182250+40×d-20+100-2×2012.611.031SLJ-1.284200+40×d-20+100-2×2014.561.801SLJ-1.385683+40×d-20+100-2×2016.0432.387SLJ-1.485668+40×d+40×d16.3082.492续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.582847+40×d+40×d13.4871.377SLJ-1.681013+40×d+40×d11.6530.653143 SLJ-1.18533+40×d+40×d11.1730.463SLJ-1.28606+40×d+40×d22.4920.984SLJ-1.38605+40×d+40×d33.7351.475SLJ-1.48605+40×d+40×d11.2450.492SLJ-1.58604+40×d+40×d44.9761.966SLJ-1.68603+40×d+40×d56.2152.455SLJ-1.78602+40×d+40×d67.4522.944SLJ-1.88601+40×d+40×d78.6873.431续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.18215+40×d-20+100-2×2010.5750.227143 SLJ-1.28611+40×d+40×d11.2510.494SLJ-1.38611+40×d+40×d22.5020.988SLJ-1.48612+40×d+40×d22.5040.989SLJ-1.58613+40×d+40×d22.5060.99SLJ-1.68613+40×d+40×d11.2530.495SLJ-1.78614+40×d+40×d22.5080.991SLJ-1.88615+40×d+40×d22.510.991SLJ-1.98616+40×d+40×d11.2560.496SLJ-1.108616+40×d+40×d11.2560.496续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.118617+40×d+40×d11.2570.497143 SLJ-1.128617+40×d+40×d22.5140.993SLJ-1.138618+40×d+40×d11.2580.497SLJ-1.148619+40×d+40×d22.5180.995SLJ-1.158620+40×d+40×d11.260.498SLJ-1.168620+40×d+40×d11.260.498SLJ-1.178621+40×d+40×d22.5220.996SLJ-1.188622+40×d+40×d11.2620.498SLJ-1.198623+40×d+40×d11.2630.499SLJ-1.208623+40×d+40×d11.2630.499续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.218624+40×d+40×d11.2640.499143 SLJ-1.228322+40×d+40×d10.9620.38SLJ-1.181452+max(250/2,5×d)+max(200/2,5×d)11.6770.662SLJ-1.283084+max(250/2,5×d)+max(200/2,5×d)13.3091.307SLJ-1.384432+max(250/2,5×d)+max(200/2,5×d)14.6571.84SLJ-1.485261+max(250/2,5×d)+max(200/2,5×d)15.4862.167SLJ-1.583702+max(200/2,5×d)-2013.7821.494SLJ-1.682176+max(200/2,5×d)-2012.2560.891SLJ-1.78879+max(200/2,5×d)-2010.9590.379SLJ-1.18602+max(201/2,5×d)+max(201/2,5×d)21.6080.635续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.28603+max(201/2,5×d)+max(201/2,5×d)54.0251.59143 SLJ-1.38604+max(201/2,5×d)+max(201/2,5×d)43.2241.273SLJ-1.48605+max(202/2,5×d)+max(201/2,5×d)10.8070.319SLJ-1.58605+max(202/2,5×d)+max(202/2,5×d)43.2281.275SLJ-1.68606+max(202/2,5×d)+max(202/2,5×d)32.4240.957SLJ-1.78607+max(202/2,5×d)+max(202/2,5×d)32.4270.959SLJ-1.88608+max(203/2,5×d)+max(203/2,5×d)32.4360.962SLJ-1.98609+max(203/2,5×d)+max(203/2,5×d)32.4390.963SLJ-1.108610+max(203/2,5×d)+max(203/2,5×d)10.8140.322SLJ-1.118215-20+max(203/2,5×d)10.2970.117续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.181452+40×d+40×d12.0920.826143 SLJ-1.283084+40×d+40×d13.7241.471SLJ-1.384432+40×d+40×d15.0722.003SLJ-1.485261+40×d+40×d15.9012.331SLJ-1.583702+40×d-20+100-2×2014.0621.604SLJ-1.682176+40×d-20+100-2×2012.5361.002SLJ-1.78879+40×d-20+100-2×2011.2390.489SLJ-1.18602+40×d+40×d22.4840.981SLJ-1.28603+40×d+40×d56.2152.455SLJ-1.38604+40×d+40×d44.9761.966续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.48605+40×d+40×d11.2450.492143 SLJ-1.58605+40×d+40×d44.981.967SLJ-1.68606+40×d+40×d33.7381.477SLJ-1.78607+40×d+40×d33.7411.478SLJ-1.88608+40×d+40×d33.7441.479SLJ-1.98609+40×d+40×d33.7471.48SLJ-1.108610+40×d+40×d11.250.494SLJ-1.118215-20+100-2×20+40×d10.5750.227SLJ-1.183675-20+max(250/2,5×d)311.344.479SLJ-1.282321+max(200/2,5×d)+max(250/2,5×d)12.5461.006续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.18600+max(200/2,5×d)+max(200/2,5×d)75.62.212143 SLJ-1.28601+max(200/2,5×d)+max(200/2,5×d)97.2092.848SLJ-1.38602+max(201/2,5×d)+max(201/2,5×d)32.4120.953SLJ-1.183675-20+100-2×20+40×d312.1054.781SLJ-1.282321+40×d+40×d12.9611.17SLJ-1.18600+40×d+40×d78.683.429SLJ-1.28601+40×d+40×d911.1694.412SLJ-1.38602+40×d+40×d33.7261.472SLJ-1.183800-20-20311.284.456SLJ-1.18601+max(200/2,5×d)+max(200/2,5×d)21.6020.633续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kgSLJ-1.28600+max(200/2,5×d)+max(200/2,5×d)1814.45.688143 SLJ-1.183800-20+100-2×20-20+100-2×20311.644.598SLJ-1.18601+40×d+40×d22.4820.98SLJ-1.28600+40×d+40×d1822.328.816构件名称：GL-1[11468]构件数量：2过梁下部纵筋.1124495-30-30417.7415.753过梁箍筋.182×((200-2×30)+(50-2×30))+2×(11.9×d)+(8×d)4824.6729.745构件名称：GL-1[11470]构件数量：3过梁下部纵筋.1123296-30-30619.41617.241过梁箍筋.182×((200-2×30)+(50-2×30))+2×(11.9×d)+(8×d)5427.75610.964构件名称：GL-1[11472]构件数量：1续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg过梁下部纵筋.1123296-30+10×d26.7726.014143 过梁箍筋.182×((200-2×30)+(50-2×30))+2×(11.9×d)+(8×d)189.2523.655构件名称：GL-1[11474]构件数量：2过梁下部纵筋.1124894-30-30419.33617.17过梁箍筋.182×((200-2×30)+(50-2×30))+2×(11.9×d)+(8×d)5226.72810.558构件名称：LT-3构件数量：2梯板下部纵筋81545+12.5×d2236.1914.295下梯梁端上部纵筋8622+6.25×d2214.7845.84上梯梁端上部纵筋8613+6.25×d2214.5865.761梯板分布钢筋81770+12.5×d2852.3620.682构件名称：LT-3-1构件数量：2梯板下部纵筋81209+12.5×d2228.79811.375续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg下梯梁端上部纵筋8538+6.25×d2212.9365.11143 上梯梁端上部纵筋8529+6.25×d2212.7385.032梯板分布钢筋81770+12.5×d2444.8817.728构件名称：LT-3-2构件数量：2梯板下部纵筋83545+12.5×d2280.1931.675下梯梁端上部纵筋81122+6.25×d2225.78410.185上梯梁端上部纵筋81113+6.25×d2225.58610.106梯板分布钢筋81770+12.5×d56104.7241.364构件名称：KL-1(8)[1358]构件数量：11跨.上通长筋114300-30+15×d+5396+51×d-5396/329.58211.5941跨.右支座筋1165396/3+300+5396/327.79612.318续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg1跨.下通长筋114300-30+15×d+37886+300-30+15×d+2856283.404100.919143 2跨.上通长筋11451×d-5396/3+13179+51×d-5572/3+714223.3328.2294跨.右支座筋1165572/3+300+5572/328.02812.6845跨.上通长筋11451×d-5572/3+18711+300-30+15×d+714237.52445.4041跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)3549.4919.5492跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)2636.76414.5223跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)2636.76414.5224跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)3650.90420.1075跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)3650.90420.1076跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)2636.76414.522续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg7跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)2636.76414.522143 8跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)3448.07618.99构件名称：KL-2(2)[1359]构件数量：21跨.左支座筋122507-30+15×d+6361/3411.70834.891跨.上通长筋11451×d-6361/3+6361+51×d-7400/3412.80815.4981跨.右支座筋1227400/3+500+7400/3421.73664.7731跨.下部钢筋114507-30+15×d+6361+42×d430.54436.9582跨.上通长筋11451×d-7400/3+7400+51×d-7400/3415.57618.8472跨.右支座筋1227400/3+500-30+15×d413.06838.9431跨.箍筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)84135.57653.5532跨.箍筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)94151.71659.928续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg构件名称：KL-3(3)[1360]构件数量：2143 1跨.左支座筋120507-30+15×d+5250/3615.16237.451跨.上通长筋11451×d-5250/3+5250+51×d-5250/3412.71215.3821跨.右支座筋1225250/3+450+5250/3415.847.0841跨.下通长筋116507-30+15×d+10850+42×d448.95677.352跨.上通长筋11451×d-5250/3+5150+51×d-5150/3412.44415.0572跨.右支座筋1185150/3+300+5150/3414.93629.8723跨.上通长筋11451×d-5150/3+3525+250-30+15×d411.80814.2883跨.下部钢筋11242×d+3525+250-30+15×d417.71615.7321跨.吊筋112200+2×50+2×20×d+2×1.414×(600-2×30)49.2288.194续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg143 1跨.箍筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)74119.43647.1771跨.次梁加筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)1219.3687.652跨.吊筋112200+2×50+2×20×d+2×1.414×(600-2×30)49.2288.1942跨.箍筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)72116.20845.9022跨.次梁加筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)1219.3687.653跨.箍筋182×((200-2×30)+(600-2×30))+2×(11.9×d)+(8×d)72116.20845.902构件名称：KL-4(4)[1362]构件数量：21跨.上通长筋11451×d-5870/3+13120+51×d-3600/3+714448.4258.5881跨.左支座筋120253-30+15×d+5870/349.9224.5021跨.下部钢筋112253-30+15×d+5870+42×d427.10824.0722跨.下部钢筋11242×d+3000+42×d416.03214.236续附表10筋号级别直径钢筋图形计算公式总根数总长m总重kg143 3跨.右支座筋1223600/3+400+3600/3411.233.3763跨.下通长筋11642×d+3600+42×d419.77631.2464跨.右支座筋1201575/3+250-30+15×d44.1810.3254跨.下部钢筋11242×d+1575+250-30+15×d49.9168.8051跨.吊筋112200+2×50+2×20×d+2×1.414×(500-2×30)48.17.1931跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)118166.85265.9071跨.次梁加筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)1216.9686.7022跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)6084.8433.5123跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)5273.52829.0444跨.箍筋182×((200-2×30)+(500-2×30))+2×(11.9×d)+(8×d)3245.24817.873附录11附表11钢筋用量统计表Table11StatisticstheamountofReinforcement143 定额项目单位钢筋量现浇构件圆钢筋直径为8t59.03现浇构件圆钢筋直径为10t0.422现浇构件螺纹钢直径为10t1.983现浇构件螺纹钢直径为12t8.691现浇构件螺纹钢直径为14t12.668现浇构件螺纹钢直径为16t15.744现浇构件螺纹钢直径为18t7.831现浇构件螺纹钢直径为20t12.34现浇构件螺纹钢直径为22t12.893现浇构件螺纹钢直径为25t3.73箍筋直径为8t25.648箍筋直径为10t9.229箍筋直径为12t6.138直径6以内(不含箍筋及预制构件直径为6)t28.486螺纹钢直径为8t12.358附录12附表12门窗统计表Table12StatisticstheamountofDoorsandWindows143 构件名称计算式数量面积门M11.5×2.2=3.3m226.m2M20.9×2.2=1.98m292182.16m2M30.8×2.2=1.76m274130.24m2M41.0×2.1=2.1m23063m2M50.7×2.1=1.47m222.94m2FM0.7×2.1=1.47m22019.4m2TLM12.8×2.45=6.86m232219.52m2TLM21.6×2.2=3.52m22070.4m2DTM14.0×3.15=12.6m2225.2m2DTM22.8×3.15=8.82m2435.28m2DTM34.4×3.15=13.86m2227.72m2门联窗MLC12.3×2.45=5.635m220112.7m2MLC21.3×2.45=3.185m21031.85m2窗C11.8×1.85=3.33m244146.52m2C21.5×1.85=2.775m22877.7m2C31.8×1.55=2.79m21027.9m2C41.5×1.55=2.325m21023.25m2C50.9×1.25=1.125m24854m2C60.8×1.25=1m21010m2C71.2×1.25=1.5m21015m2C81.2×1.4=1.68m223.36m2C91.2×1.5=1.8m223.6m2C101.2×1.6=1.92m247.68m2C114.8×0.8=3.84m227.68m2C123.14×0.6×0.6=1.131m222.262m2143'