1#楼工程量清单及施工组织设计

'B项目1#楼工程量清单及施工组织设计概要核准通过，归档资料。未经允许，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadN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P$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7Jv#nD6YWRrWwc^vR9CpbK!zn%MzFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7Jv#nD6YWRrWwc^vR9CpbK!zn%MzXNQExJB8VK#%W7m$ZA5JdkVWce9APz^FvJzwYWCcyAh*bnxBvaFQH8YHV$#&3Q3vdWe3YXvbJrB项目1#楼工程量清单及施工组织设计摘要：工程量清单报价是国际上通用的竞争性招标方式，它是由标底编制单位根据业主委托，将拟建工程全部项目和相关内容计算出工程量，列在清单上作为招标文件的组成部分，供投标单位逐项填报单价，计算出总价作为投标报价再通过评标竞争，最终确定合同价。施工组织设计是指拟定工程项目施工分过程的组织．技术和经济等实施方案的综合性设计文件。施工组织设计的主要内容是施工部署、施工现场平面布置图、施工方案、施工技术措施、施工组织及施工进度计划（包括施工段的划分、主要工序及劳动力安排以及施工管理机构或项目经理部组成）、施工机械设备配备情况、质量保证措施、工期保证措施、安全施工措施、文明施工措施等。关键词：清单报价；施工组织设计；科学部署；安全施工Abstract：BOQisacommoninternationalcompetitivetender,whichispreparedbythebasepriceunitsaccordingtotheownerscommissionedprojectsandallprojectswillbeproposedtocalculatethequantitiesrelatedcontent,listedinthelistaspartoftenderdocumentsforReportedbidpricebasisinunits,calculatethetotalpriceascompetitivebiddingandthroughevaluationtofinalizethecontractprice.Constructiondesignistheprocessofdevelopingsub-projectconstructionorganization.Technicalandeconomicimplementationoftheprogram"scomprehensivedesigndocument.Constructiondesignconstructiondeploymentofthemaincontents,constructionsitelayoutplanandconstructionplan,constructionoftechnicalmeasures,theconstructionorganizationandconstructionschedule(includingtheConstructionSectionofthedivisionoflaborarrangementsandthemainprocessesandconstructionmanagementorganizationortheprojectmanagerformtheMinistryof),constructionmachineryandequipmentwiththesituation,thequalityassurancemeasures,scheduleassurancemeasures,constructionsafetymeasures,civilizedconstructionmeasures.Keywords:ListPrice;constructiondesign;scientificdeployment;safeconstruction14 B项目1#楼工程量清单及施工组织设计概要1引言与传统的定额计价模式相比，工程量清单计价更简捷、清楚，更适用于工程的招标投标。因此，熟练掌握工程量清单的编制就显得极为重要。施工组织设计是施工技术与施工项目管理有机结合的产物，它是工程开工后施工活动能有序、高效、科学合理地进行的保证。2工程量清单计价的特点2.1清单中的单价具有综合性和固定性工程量清单是表现拟建工程的分部分项工程项目、措施项目、其他项目和相应数量的明细清单。其费用为综合单价，综合了完成一个规定计量单位工程所需的人工费、材料费、机械使用费、综合费，并考虑风险因素。与以往定额计价相比，清单合同的单价简单明了，能够直观反映各清单项目所需的资源和消耗。而且，工程量清单报价一经合同确认，竣工结算一般不能改变。单价的固定性，有利于控制工程施工过程中的工程索赔，有利于工程造价的控制。2.2工程量清单报价的价格贴近市场该计价模式体现企业自主报价，施工企业根据生产要素现行市场价格行情，以及自身实际经营状况决定项目的报价。使施工技术、材料来源、管理水平等成为企业报价竞争的基础，价值规律和竞争成为支配价格波动的无形之手，有利于促进施工企业提高经营管理水平。2.3有利于风险的合理分担建筑工程本身一般都比较复杂，建设周期长，工程变更多，因而工程建设的风险比较大。采用工程量清单计价模式报价后，投标单位只对自己所报的成本、单价等负责、而对工程量的变更或计算错误等不负责任；相应的，这一部分风险则由业主承担，这种格局符合风险合理分担与责权利关系对等的一般原则。3编制依据⑴严格遵守招标文件要求的工期和本投标书中承诺的工期要求，合理安排施工程序与顺序，保证各项施工活动相互促进，紧密衔接，避免不必要的重复工作，加快施工进程，缩短工期。⑵采用流水作业和网络计划技术科学合理的安排施工进度，以保证施工连续性、均衡性，有节奏的进行，合理的使用人力、物力和财力，好、快、节省，安全地完成施工任务。⑶14 B项目1#楼工程量清单及施工组织设计概要依据设计要求、施工质量规范、规程、工期要求、工程特点和现场状况对施工布置、方案、方法，平面布署，质量、安全与文明施工和相关图表等进行精心的策划，施工过程中高标准、严要求保证重点、克服难点，确保施工质量和施工安全。⑷落实好季节施工措施，恰当的安排雨季施工项目，确保雨季施工期间砌体及钢筋混凝土工程的施工质量，农忙季节由公司同意调动工人，加大措施，保证工程施工的连续性。4工程概况4.1工程特点本工程为蚌埠建筑设计研究院设计，B项目1#住宅楼为11层剪力墙结构，该工程东西长50.12米，南北宽14.92米，建筑面积7038.5平方米。本工程为剪力墙结构，抗震设防列度为七度，耐火等级为二级，合理使用年限为50年；该工程层高为2.9米，建筑首层标高+0.000=151.00（绝对标高），建筑高度32.2米（室外地平至屋面檐口）。建筑场地土为中软场地土，场地类别为Ⅲ类土，基础开挖1.7M。本工程基坑较浅土质较软采用人工挖地槽。4.2建设地点特征本工程施工基土分布基本稳定，场地土类为Ⅲ类，地表5米以上土质分别为粘土和粉质轻亚粘土，5米以下为砂性土和流沙，当地为暖温带季风气候，四季分明，春季多风干燥，夏季高温多雨，降雨多集中在6-8月，年均降雨量570毫米，秋季秋高气爽，冬季寒冷干燥，11月中旬至次年3月上旬为冬季施工期，冻土深0.5米，结冻期一般在１月，融冻期一般在2月底，夏季极端高温气温38℃，冬季极端最低气温－10℃。4.3施工条件本工程施工现场“三通一平”工作以完成，已具备施工条件，交通运输便利，场地开阔，便于原材料及半成品的堆放，基础、主体工程施工期间，砂、石、砌块等大宗材料，在满足最大限量储备后，随使用及时供料，小型预制构件按形象进度提前加工制作。三大主材及安装、装饰工程所用材料由招标单位统一采购，经双方验货后供应到施工现场，铝合金门窗由专业厂家生产5施工项目管理组织及职能分工5.1该项目的组织形式因为本项目工程量不大，选用直线型组织结构，该组织结构适用于工程项目的现场管理。⑴该结构特点：组织中上下级呈直线型的权责关系，各级均有主管，主管在其所辖范围内具有指挥权，组织中每一个人只接受上级的指示。⑵该结构优点：结构简单，权责分明，命令统一，反应迅速，联系沟通简洁，工作效率高。⑶该结构缺点：分工欠合理，横向联系差，对主管的知识及能力要求高。14 B项目1#楼工程量清单及施工组织设计概要5项目经理部的机构设置我公司若有幸中标，我公司将选派施工经验丰富的项目经理承担该工程的施工管理，严格按项目法施工，实行项目经理负责制，以施工合同和成本控制为主要内容，以科学管理和先进技术为手段，行使计划，组织，指挥，协调，控制，监督六项基本职能，全面履行与业主签订的合同选配施工经验丰富的专业技术人员组建各职能部门，配备先进的机具和设备，以科学的手段，先进的技术、优质、高速、文明的完成本工程。6施工方案6.1确定施工流向施工流向是解决单个工程在空间上的合理施工顺序问题。对于生产厂房可按其车间、工段等确定出在平面上的施工流向；对于多层房屋，除确定每层的施工流向外，还需确定其竖向施工流向。6.2确定施工流向的主要因素⑴生产工艺流程，往往是确定施工流向的关键因素，因此首先应从影响其它工段试车投产的工段先施工。⑵建设单位对生产和使用的要求，是确定施工流向的基本因素，应考虑建设单位对生产和使用急需的工段先施工。⑶从施工技术考虑，应对技术复杂、工程量大、工期长的区段先行施工。⑷根据施工条件，现场环境情况，对条件具备的（如：材料、图纸、设备供应等）先行施工。⑸从沉降等因素考虑，应先高后低，先深后浅进行施工，如：楼的高低、基础的深浅等。6.3确定施工顺序一般工程的施工顺序，可归纳如下：“先地下，后地上”；“先主体结构，后围护装饰”，“先土建后设备安装”。但应指出，由于影响施工顺序的因素很多，所以上述施工顺序只是一般情况下，并非永远不变。施工顺序的确定，可以解决各工种之间在时间上的搭接，可以充分利用施工空间，可以保证质量和安全生产，可以缩短工期，减少成本。根据本工程的结构特点和施工条件，按照“技术先进、科学管理、经济合理、切实可行”的原则，在对工程进行定性和定量分析后，确定本工程施工中不同阶段的主攻方向和其它配合的最佳方案，工程的整个施工过程以土建施工为主，各安装专业配合穿插进行施工，在确保工程质量和安全施工的前提下，把强化管理缩短工期放在首位，使该工程的施工达到预期的目的。14 B项目1#楼工程量清单及施工组织设计概要7主要分部分项工程的施工方法7.1土石方工程⑴建筑场地土为中软场地土，场地类别为Ⅲ类土，基础开挖1.7M。本工程基坑较浅，采用集水井降水法，雨季每隔20米设置一个，排水沟纵坡控制在1%左右。⑵本工程土方使用机械挖土、人工清理的挖土方法，先挖至比设计底标高高出0.2米，然后，人工挖至设计标高，采用边挖边清理，在开挖过程中应随时检查标高，随地纠正偏差，以防原土被破坏。⑶余土及时运出，如需要临时推土，或留作回填土填土，坡角至坑边距离应按挖掘坑深度，边坡坡度和土的类别确定，干燥密实不小于3m，松软土不小于5m。⑷基坑挖好后应尽量减少暴露时间，及时进行下一道工序的施工。⑸回填土：基础工程结束后，即可进行回填土工作，填土工作应认真进行，土方回填达不到质量要求，将会导致室内地面，室外散水下沉，因此，应对回填当中发现的主要质量通病认真整改。填土前应清除基坑中的积水和杂物，回填土宜优先利用基槽中挖出的土，使用前采用原土，土的湿度必须适宜，如含水量偏低，可采用预选洒水湿润等措施，土中不得含有草皮，树根及施工垃圾等杂物，回填土时采用蛙式打夯机分层夯实，每层不大于25厘米，第层夯打3-4遍，打夯应一夯压半夯，夯夯相接,行行相连,纵横交叉,并且严禁采用水浇使土下沉所谓水夯法,一层填方结束后,必须测定压实后土的干容重,检验其压实系数和压实范围,符合设计要求后,才能填筑上层,回填土时在基础两侧同时进行,以防基础挤偏。7.2基础工程施工测量⑴根据测绘部门测设的定位线，用经纬仪测设主轴线以及各轴交点中心桩，建立现场的平面控制方格网。⑵定位线及竖向轴线投测：依据建设单位及规划部门指定的建筑红线，采用经纬仪平行移动法，在建筑物四周,不易碰撞的部位测设各轴线标准控制桩，并用C20混凝土护牢，基础施工前应在建筑物的主要轴线设置标志桩，随后用灰线及木桩标出建筑物基槽开挖边线，作为的挖土的依据。⑶标高传递：标高控制网由建设单位指定的已知高程点引测，采用水准仪闭合法测量，建立施工现场水准控制网。标高传递采用在墙体+0.000处测设一条同标高的垂直线，并用红漆做好标志，然后在楼梯间或外墙打角框架柱上直接用钢尺把下层标高传递到上层，在上层框架柱施工完毕，用水准仪在框架柱上测设一条楼层地面以上+30cm的标高线，作为楼层施工掌握标高的依据。⑷14 B项目1#楼工程量清单及施工组织设计概要沉降观测：作为标高传递和沉降观测的基点，设在通事良好、避开车道的较高地段的地下，套筒保护，C20混凝土护牢防水，建筑物各面一点，以便对照观测，克服偏差，提高精度，在建筑物四周每10-12米设一沉降观测点，并按实测标高分别记录各观测点的初始点的基本标高，在控制网及沉降观测闭合差按±0.4控制，观测频率：基础1次，每层主体1次，装饰、装修阶段每半月一次，停工前、复工后、降暴雨后及时进行沉降观测。并整理观测成果记录，画出沉降曲线图，竣工后每60天观测一次，直至下沉稳定为止。7.3砌筑工程一层埋在土中的墙体用MU10加气混凝土砌块，M5水泥砂浆砌筑，内墙、外墙、楼梯间均采用MU10加气混凝土砌块180厚（卫生间隔墙100厚），M5混合砂浆砌筑。7.4混凝土工程⑴混凝土的浇筑成型本工程主体为全现浇剪力墙结构，现浇梁、剪力墙、板、楼梯混凝土标号为C30；垫层为C15素混凝土。⑵混凝土的浇筑过程中，必须保证在混凝土浇筑时不发生离析现象。混凝土自高处倾落时，自由倾落度不应超过2米，如高度超过2米，混凝土要沿串筒或溜槽下落。振动棒在操作时要做到“快插慢拔”。快插时为了防止先将混凝土表面振实而与下层混凝土产生离析现象。慢拔是为了使混凝土能填满振动棒抽出时所成的孔洞，在振捣过程中，宜将振动棒上下略为抽动，以使上下层混凝土5厘米左右，以消除2层之间的接缝，每一插点要掌握好振捣时间，过短不宜振实，过长可能引起混凝土产生离析现象，一般每点振捣时间为20-30秒，同时应视混凝土表面呈水平，不再显著下沉，不再出现气泡，表面泛出灰浆并呈水平为宜。7.5钢筋工程凡进场钢材均应有钢材出厂合格证，成捆钢筋应有产品标牌，进场后应按炉罐（批号）抽取试样，合格后方可使用，钢筋加工前，要有技术交底，并放大样确定其形状、尺寸，加工过程中若发现脆断，焊接处性能不良或力学性能显著不正常现象，应对该批钢筋进行化学成份检验及其他专项检验。7.6屋面及防水工程⑴斜屋面为机制深蓝色平瓦，60厚挤塑聚苯板保温层，内加6@500×500钢筋网；防水采用3厚SBS防水卷材，20厚1：2.5水泥砂浆找平。⑵平屋面为上人屋面，60厚挤塑聚苯板保温层，内加6@500×500钢筋网；防水采用3厚SBS防水卷材，20厚1：2.5水泥砂浆找平。7.7装饰装修工程7.7.1楼地面工程⑴混凝土水泥楼地面施工工艺(a)混凝土14 B项目1#楼工程量清单及施工组织设计概要垫层：在做混凝土垫层浇筑前必须在地面上抄平，做水平标高控制点，点与点的距离为2-2.5米，混凝土应拌合均匀，随铺随用表面振捣器振捣密实，用两米托线板刮平，再用木抹子压平、压实，混凝土浇筑完毕后，应在12小时以内用草帘等加以覆盖和浇水，浇水次数应能保持混凝土具有足够的湿润状态，浇水养护日期不少于7昼夜。(b)水泥砂浆面层：在垫层的抗压强度达到1.2N/mm²后，铺设水泥砂浆面层，抹水泥砂浆面层应先刷水灰比0.4-0.5的素水泥一道，随刷随铺水泥砂浆，随铺随拍实，在灰饼之间（或标筋之间）将砂浆铺均匀，然后用木刮杠按灰饼（或标筋）高度刮平。木刮杠刮平后，立即用木抹子搓平，从内向外退着操作，并随时用2m靠尺检查平整度。木抹子抹平后，立即用铁抹子压第一遍，直到出浆为止，如果砂浆过稀表面有泌水现象时，可均匀撒一遍水泥和砂（1：1）的拌合料（砂子要过3mm筛），再用木抹子用力抹压，使干拌料与砂浆紧密结合为一体，吸水后用铁抹子压平。面层砂浆初凝后，人踩上去，有脚印但不下陷时，用铁抹子压第二遍，边抹压边把坑凹处填平，要求不漏压，表面压平、压光。⑵地面：水泥砂浆防潮地面客厅、餐厅、卧室、书房1.20厚1：2水泥砂浆压实磨光楼面2.防水层3.20厚1:3水泥砂浆4.80厚C10混凝土5.100厚碎石注：防水层为1厚聚氨酯防水涂料（四周上翻150）⑶楼面：(a)水泥砂浆楼面电梯和电梯机房、客厅、餐厅、卧室、书房1.20厚1：2水泥砂浆2.水泥砂浆一道（内参建筑胶）(b)地面砖防水楼面厨房、卫生间1.8厚地砖，干水泥擦缝2.洒适量清水3.30厚1：3干硬性水泥砂浆粘接层4.防水层5.20厚1:3水泥砂浆找平层(c)水泥砂浆防水楼面封闭阳台1.20厚1：2水泥砂浆压实磨光楼面2.防水层3.20厚1:3水泥砂浆注：防水层为1厚聚氨酯防水涂料（四周上翻150）(d)地面砖楼面电梯前厅1.8厚地砖，干水泥擦缝2.洒适量清水3.30厚1：3干硬性水泥砂浆粘接层4.刷素水泥砂浆一道7.7.2内外墙装饰⑴内墙抹灰(a)操作工艺：基层处理→浇水湿润→冲筋贴饼→抹底子灰→抹面层灰(b)抹灰前，要将其墙体表面的灰尘、污垢、油渍清楚干净，尤其模板脱模后混凝土表面粘连的隔离剂及油污要用碱性清洁剂水溶液清刷干净，（基层表面凸凹不平处，事先用1：3水泥砂浆找平、补平）木门框与墙体连接处缝隙应用水泥砂浆（加少量麻刀）分层嵌塞密实。在抹灰前的一天要认真湿润墙体，开抹前在适当打水一次，对于平整光滑的混凝土面层及空心砖墙面要进行甩浆处理，用1：2水泥浆掺入10%界面剂的水泥浆做护角，其高度不低于2m，每侧宽度不应小于50mm。14 B项目1#楼工程量清单及施工组织设计概要(c)一般抹灰首先在墙阴角自上而下弹出垂直线，先做好标筋，用砂浆灰在标筋位置的阴角顶及底部各抹一个10cm左右的灰饼，吊直后再在两灰饼中间再做2个灰饼，之后根据墙角的准线拉线将灰饼找平，再把所有灰饼之间用砂浆找平，且不破坏已拉平标筋的面层，用长靠尺杆上下刮平后，有了这条灰线，便找出这个墙面的厚度和平整度，以及阴角的顺直和方正，用同一方法，做好同墙面的加一个阴角，这样便可开始抹灰，砂浆是从下向上抹，完成两条标准筋之间的抹灰，用靠尺杆轻而精心地刮平，以此逐一完成墙面底子灰。墙面阴角抹灰时，先将靠尺再墙角地一面用线锤找直，然后在墙角地另一面顺靠尺上抹上砂浆，顶棚抹灰前钢筋混凝土预制用水加10%火碱清洗油腻，并刷素水泥浆一道。抹灰前应在四周墙上弹出水平线，以墙上水平线为依据，先抹顶棚四周，圈边找平。(d)内墙抹灰时绝不允许一遍成活，必须底灰找平，面层压光，抹门窗洞口处不准包框，框地厚度上下要显露一致，内墙面抹灰压光要平整，不显刀纹接槎，阴角要顺直方正，抹灰时，对安装工程预留的洞口、线盒要显露出来基标火或明显标记，不允许抹死，以防安装时剔凿墙面。⑵外墙抹灰基层处理：抹灰前要将墙体表面的灰尘、污垢、油渍清除干净，尤其是模板脱模后，混凝土表面粘连的隔离剂及油污要用碱性清洁剂水溶液清刷干净。在抹灰的前一天要认真洒水湿润墙体，抹灰前再浇一遍，使砖墙湿入深度8-10mm为宜，随即用掺加10%界面剂的水泥浆对混凝土及加气混凝土墙面进行甩浆处理，脚手架眼中的残灰渣要认真清理干净，再用水湿润，分层用砖堵塞，砂浆要饱满。7.7.3门窗工程⑴木门安装(a)门框制作：表面应净光，不得有刨痕、毛刺及锤印，割角拼缝严密平整，尺寸正确，木材含水率不得超过12%，应涂前防腐油，不允许有脱胶现象。(b)门进场要有出厂合格证，现场材料售货员严格把关，逐个检查，不符合要求一律不准使用，门框重叠堆放进，底面支点应垫在一个平面内，以免产生翘面。施工技术措施项目7.8模板工程⑴模板及其支架必须符合下列规定：(a)保证工程结构和构件各部位形状尺寸和相互位置的正确；(b)具有足够的强度、刚度和稳定性，能可靠地承受新浇混凝土地重量和侧压力，以及在施工过程中产生的荷载。(c)构造简单、装卸方便。并便于钢筋的绑扎与安装，和混凝土的浇筑及养护等工艺要求；(d)模板接缝应严密，不得漏浆。14 B项目1#楼工程量清单及施工组织设计概要8组织准备为确保质量、工期、使各项指标落实到部门和个人，建立项目施工承包管理的各级责任制，成立以项目经理为主的施工管理系统和项目工程师为主的技术管理系统，选配施工经验丰富的专业技术人员，组建各职能部门，做好施工前的各项技术管理准备工作，以科学的手段，先进的技术，优质、高效、文明的完成本工程。8.2生产准备⑴场地准备：根据建设单位提供的电源、水源及通讯线路，引至施工现场，做好现场清理及测量放线，依据建筑红线、坐标、水准点，建立现场测量控制网，拟修筑4.5ｍ宽临时施工道路，结合永久性路基修筑，采用煤渣路面，端部满足汽车回转半径要求，在基础回填土和修路的同时，为场区排水流畅做好充分准备，根据自然地面标高和设计室外标高，采取自然排水方式排到马路上。⑵施工现场临时用水用电准备：根据施工平面布置及现场施工机械使用情况，进行用水用电准备。⑶安全防护准备：工程开工时，对施工安全有影响的设施进行防护，确保施工安全。⑷临时设施准备：根据现场场地情况设置办公室、工具间、材料堆场及仓库。在出入口处值班室，负责现场的安全保卫工作。9施工准备工作计划9.1现场用电布置整个现场的用电线路布置主要分为四大部分，分别为：大型设备的用电线路，如塔吊等；加工车间的用电线路，如木工车间、钢筋对焊车间等；施工现场用电香炉，照明线路。临时用电线路系统根据各种用电设备在施工现场的布置情况，采用树干式与发射式相结合的配电方式。9.2施工用水用电施工用水用电均已接到现场，水电线路在场内暗敷，再设支线引入需用地点。所有施工废水都通过沉淀池经沉淀后排入城市排水管网。9.3围墙、大门、场区道路施工场地道路则全部用C15混凝土覆盖，使整个施工道路场地全部硬化，确保施工现场的文明程度。树立鲜明的特色和良好的社会形象。9.4材料堆放的布置在整个施工过程中，将根据施工总进度计划，按材料需用量计划组织材料进场、凡进场材料，必须按照平面布置所划分的区域堆放。14 B项目1#楼工程量清单及施工组织设计概要9.5施工平面布置的管理措施⑴现场平面布置由项目经理全权负责实施与管理，项目部应制订相适应的管理办法，如制定分区分段的责任制等。⑵施工平面布置图置于主入口处，同时出入口设指示牌，使进入现场的人员了解施工现场的整体布局。⑶开工前由项目技术部负责将临时建筑的设计图完成，并严格按图进行临时建筑的搭建。⑷起重机械尽量提早安装并验收。9.6雨季施工措施按工程形象进度计划，该工程装饰施工期间处于雨季施工期间，为了确保雨季期间的施工质量，特制定如下措施：⑴组建班子加强管理工程项目部要根据具体情况，以项目经理为主，成立安全员、技术负责人、班组长等各位人员为主的雨季工领导小组，做到分工明确，责任到人。⑵施工管理措施：(a)雨期到来前，由安全员牵头组织，进行一次全员雨期安全知识教育，以提高认识，加强戒备。(b)落实安全岗位知识教育，坚持班前、班后安全检查制度，同时不定期的进行全方位，多角度的安全检查，发现问题及时整改。(c)认真检查现场使用的电气设备，凡露天使用的必须加设防雨期。(d)所有现场用的机械设备、电源要有避雷装置，机械应有良好接地装置，并经常检查各电器线路，做好线路检修和维护工作，以防触电伤人。(e)检查动力线和照明线有无乱拉和乱接现象，有无漏电、短路现象，重点检查电线、电缆接头和出入位置，以确保雨期正常供电和用电。(f)全面检查脚手架，做好脚手架的防滑和加固工作，检查防护网有无开洞、漏绑和松绑现象，并及时整改。(g)加强防火工作，在机械防雨期、木工棚仓库等处必须设置灭火器。(h)做好脚手架基础的排水工作和防滑加固措施，高处作业必须系好安全带，不准穿硬底和带钉易滑的鞋。⑶施工措施现场要有良好的排水措施，排水沟及过路水管要经常清理，大雨或暴雨后地面水应迅速排放，保证现场道路畅通。14 B项目1#楼工程量清单及施工组织设计概要在进行总体布置时，要考虑排水问题，主要通道要略高于场地，并用1：10石灰炉渣混凝土夯实铺筑，并留有5‰的排水坡，修设路边排水沟，做到有组织排水，以保证大雨后水流畅通，不陷不滑、无积水，运输车辆正常进场。水泥库、仓库等应架空、垫高、保持现场无积水，做到排水畅通。9.7冬季施工措施⑴连续5天平均5℃以下,按冬季施工.进入冬季施工后制定冬季施工方案,针对冬季施工技术措施进行交底。⑵砂、石水泥和水温度应保持正温，需加热时优先考虑拌合水加热，但水温不超过60℃,搅拌时间比正常时间延长50%,搅拌时,可将水、砂、石搅拌一段时间，再加入水泥。⑶尽量缩短运输时间，混凝土入模前，先清除模板内及钢筋上的冰霜。⑷机械使用完毕，将水箱内水放掉，搅拌机内混凝土清理干净。⑸对基坑边坡加强防护措施，施工中和化冻时，经常检查边坡的稳定，出现边坡土质疏松等情况及时采取措施。⑹材料需用量计划：应提前根据施工进度计划编制材料进场计划，提前做好材料成品、半成品的加工订货工作。组织主要材料的货源，安排首批材料的进场，由建设单位采购的材料及早落实供应指标，砂、石等地产材料在满足大限量储备后，随使用及时供料。10施工进度计划10.1工期目标依据建设单位的工期要求，结合我公司实际施工能力和安徽省工期定额（编号01-0125工期370天），初步制定该项目工程的施工进度计划：开工日期：2010年3月1日竣工日期：2011年1月31日总施工日历天数为337天（包括电梯安装，天气影响）比招标文件要求工期提前33天，为确保工期目标的实现，设置如下控制点(日历天数):施工准备及基础施工：70天，2010年3月1日至2010年5月6日（包括基础验收）主体工程施工:100天,2010年5月7日至2010年8月17日装饰工程：135天，2010年8月17日至2011年12月31日室外工程:25天,2011年12月31日至2011年1月24日零星工程：5天，2011年1月24至2011年1月29日竣工验收：2天，2011年1月30、31日10.2工期保证措施10.2.1编制说明⑴14 B项目1#楼工程量清单及施工组织设计概要根据本工程的特点及工期要求，本工程以结构工程为先导，按基础、主体、装饰三个阶段进行组织施工，交叉作业。为了确保工期目标的实现，各工序必须安排合理，紧密配合，按照“平面流水，立体交叉”的作业方式，多创造工作面，我们将会与其它单位密切配合，做好协调工作。⑵本工程采用项目法管理，实行项目经理负责制，配备素质高、能力强的管理人员，组织强有力的领导班子，加强领导，严格管理，优化组织，精心施工，合理安排，优质高速，从组织上保证工程进度和如期实现，搞好内部各级承包制，充分调动职工的积极性，从科学管理中抢时间、争速度，实行保证工期目标责任制。11施工项目技术与信息管理措施11.1测量定位管理措施11.1.1平面及高程控制网的建立11.1.2结构施工中的控制11.2施工项目质量管理措施11.2.1质量方针和目标按照国家现行质量标准达到合格标准11.2.2质量管理控制措施⑴认真学习《建设工程质量管理条例》，明确施工单位的责任和义务，实行工程质量终身责任制，明确责任落实到人。准确理解和贯彻国家《施工规范》、《技术规程》、《验评标准》和法制、法规。⑵建立质量管理体系，形成一个纵向统一指挥分级管理，横向分级合作，协调一致，职责分明的严密的组织机构网络。⑶公司选派精干、年富力强，施工经验丰富，创优能力强责任心强的人员，组成项目经理部，各专业管理人员齐全精干，并成立现场质量领导小组，严格按照国家有关规定进行现场全方位的综合协调和项目施工管理，从检验批入手，严格评验程序，详实评验数据，为确保该工程达到即定的质量目标提供可靠的保证。11.3安全生产措施⑴工中牢固树立“安全生产，预防为主”的思想，建立安全组织，健全安全管理制度，配齐专职人员，贯彻谁管生产、谁管安全，谁抓施工、谁负责安全，谁操作、谁保证安全的原则，对安全生产实施统一领导，对保证安全生产的重大技术问题进行决策。⑵14 B项目1#楼工程量清单及施工组织设计概要经常对职工进行安全教育，牢固树立安全第一，预防为主的思想，各工种操作人员熟知本工种的安全技术操作规程，因此施工中坚持三级安全技术交底制度，重大安全技术措施或安全防护措施由项目经理向施工队长和安全员交底，施工队长和安全员向各班组进行交底，班组长向操作工进行交底，施工队长除应将所接受的项目经理交带的内容向班组长进行交底外，还必须就各分工程的安全技术措施、安全验收标准、安全技术操作规程、安全防护要求等项内容向班组长进行详细交底，班组长在向操作人员交底后，并组织讨论施工中确保安全生产的对策，并严格遵照执行，同时做好新入场工人的三级安全教育。⑶立安全保证和检查监督体系，项目经理部专职安全部门，施工队设专职安全员，班组设兼职安全员，认真落实安全生产责任制，保证安全措施的落实。实行以项目经理为首的安全目标责任制，层层分管、条条落实，责任到人，奖罚到人，建立安全检查制度，在施工中做到有布置、有检查、有总结，坚持交任务必须交安全技术措施，发现隐患立即下达整改通知单，限期整改。⑷真搞好施工现场的安全防护工作，凡进入施工现场的人员要戴好安全帽，工程按安全要求打设安全网，现场及建筑物做到全封闭防护，并悬挂醒目安全标志，楼梯口、施工洞口，上料口认真做好安全防护工作。⑸土方工程：操作时应随时注意边坡的稳定，夜间施工要有足够的照明设施，在危险地段设置明显⑹手架作业及安全防护⑺模板工程⑻高处及临边作业12结语要编制出准确的工程量清单和切实可行合理的施工组织设计（或方案）及投标报价书应具备很多方面的知识，特别是实践中的经验，只有这样，才能编制出更具有指导性的工程文件，用来指导招标、投标、施工，为企业发展作出贡献。特别是编制一个建筑工程投标文件，就如同组织一个战役，各个方面、每个细小环节都要考虑周详，靠一、二个人是无法胜任的，需要组成一个包括经营管理、专业技术、商务金融等各类人才且个体素质良好、投标经验丰富、成员相对稳定的投标班子，通过各方面的共同参与，协同作战，充分发挥出群体的力量。参考文献[1]应惠清.土木工程施工（第二版）[M]，高等教育出版社[2]安徽省建筑工程预算定额[S]，2002，9[3]董小燕.工程量清单编织技巧[J]，科技资讯，2009第3期[4]建设工程工程量清单计价规范[S],GB50500-2008[5]安徽省建筑工程计价定额综合单价[S],(2005)[6]建设工程工程量清单计价规范[S],GB50500-2003[7]建筑结构荷载规范[S],GB50009—2001[8]混凝土结构设计规范[S],GB50010—2002[9]吴贤国.建筑工程概预算（第二版）[M]，中国建筑工业出版社[10]李传让.土建工程量快速计算方法与技巧[M]，中国建筑工业出版社[11]邢莉燕.工程量清单的编制与投标报价[M]，山东科学技术出版社14 B项目1#楼工程量清单及施工组织设计概要[12]条形基础[S],05SG811[13]安徽建筑做法说明[S],皖2005J314[14]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[S],03G101-1[15]现浇混凝土板式楼梯[S],03G101-2[16]现浇混凝土楼面与屋面板[S],03G101-4核准通过，归档资料。未经允许，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&Mu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