土地整理施工组织设计修改

第一章施工组织机构第一节施工组织一、项目经理部组织机构框图本项目将全面实行项目经理责任制和项目成本核算制，以生产要素的优化配置和动态科学管理为基本特征，按照ISO9002质量管理标准、ISO14000环境管理标准、ISO18000职业健康安全管理标准对该项目进行全过程、全方位的科学管理。在我单位抽调骨干管理人员组建强有力的项目管理班子，项目经理部机构图如下：项目经理项目技术负责人工程技术部质量安全部材料设备部预算合约部综合办公室财务资金部项目副经理第一、二施工队第三、四施工队施工作业分为四个施工作业队实施，各施工队根据所承担工程量的大小配备足够的施工机械和人员，各施工队所配备的技术人员由项目经理部统一管理和领导。 二、项目管理机构配备情况表职务姓名职称执业或职业资格证明已承担工程情况证书名称级别证号专业原服务单位项目数主要项目名称一旦我单位中标，将实行项目经理负责制，我方保证并配备上述项目管理机构。上述填报内容真实，若不真实，愿按有关规定接受处理。 第二节施工组织部署一、施工组织部署原则施工部署的总方针：优质量、低消耗、高速度。项目经理部的组成、分工及各职能部门的权限：（1）项目经理：负责项目经理部的行政领导工作，并对整个项目的施工计划、生产进度、质量安全、经济效益全面负责，分管预算合约部和财务资金部。（2）项目副经理：是项目经理的助手，负责项目施工中的各项生产工作，对进度、质量、安全负直接责任，分管材料设备部和综合办公室。（3）项目总工程师：负责项目施工中的全部技术管理、质量控制和安全监督工作，分管工程技术部和质量安全部。（4）工程技术部：负责施工现场平面管理、施工调度及内外协调；负责施工测量、放线工作；负责施工组织设计、专项施工方案和技术交底的编制；负责现场施工技术问题的处理；负责发放施工图纸、设计变更和有关技术文件；负责做好隐蔽工程的验收记录和各项工程技术资料的收集整理工作。 （5）质量安全部：负责工程质量的检查、监督，进行原材料的检验、化验、抽检和工程试验工作，提供有关材料的技术文件，进行分部分项工程的自检评定，开展全面质量管理和QC小组的活动；负责做好经常性的安全生产宣传工作，贯彻“安全第一，预防为主”的方针，组织日常的安全生产检查、监督工作，帮助班组消除事故隐患，促进安全生产。（6）材料设备部：负责编制材料供应计划，根据施工进度分批组织材料供应、构配件加工订货和材料的发放保管工作，做好材料相关台帐。负责工程所需机械设备的组织进场和工程机械的维修保养等工作。（7）预算合约部：负责定额核算、计划统计和预结算的编制工作，负责向业主办理工程计量工作，负责各类合同的起草、洽谈和管理工作。(8)财务资金部：负责项目的财务核算和资金管理工作。(9)综合办公室：负责政治宣传、人力资源、劳动工资、职工教育、生活后勤、安全保卫、环境卫生、文明施工及接待工作。二、施工部署和施工队伍组织 按照本工程的施工范围和特点，拟按四个施工队伍组织现场施工，总体区域划分为两个区域，第一区域为项目西侧呈方型布置的大面积施工区域，第二区域为东西走向的狭长型施工区域，第一区域内以山谷为界分别安排第一、第二施工队施工，每个施工队分别配备挖掘机2台、装载机1台、推土机3台、自卸汽车6台和其他相应的小型机械；第二区域按工程量基本等量的原则安排第三、第四两个施工队施工，每个施工队配备挖掘机1台、装载机1台、推土机2台、自卸汽车3台和其他相应的小型机械。测量放线由项目经理部统一测设，高程由各施工队自行按照项目部给定的水准点进行控制，项目部定期进行复核。第三节施工准备一、技术准备：1、工程中标后，各级技术人员、施工员，要认真熟悉图纸，技术部门负责组织图纸会审，发现问题及时提出，同时确定好各施工区域的施工工序，为全面铺开施工做好技术准备。2、根据业主指定的定位桩和高程控制桩，建立施工场地内的测量控制网。3、编制施工组织设计和作业指导书，为施工队施工提供书面指导和布置。二、资源准备工程技术部与材料设备部应事先落实各种大型机械，按计划组织进场，工程技术部按计划组织优秀的作业队伍按计划进场，合理组织各工种的配合作业。材料设备部组织落实工程所需的油料和施工机械零配件供应商,并签订购销协议，确保施工机械的正常运行。三、现场准备1、根据本工程田间道路和生产路的设计位置修建临时施工道路，以供施工机械调度和施工管理使用。 2、如需借土或弃土，提前做好现场调查，并与业主积极配合，尽快办理征地手续，以供施工时使用。 第二章工期一、工期目标工期承诺：根据招标文件要求结合公司自己身实力确定本工程的工期为90天。如我单位不能按照投标文件的工期承诺完成本工程，我单位愿意误期违约金按规定接受业主的处罚。二、、施工进度计划安排原则本工程施工进度计划的安排遵循以下原则：(1)、以业主对施工工期的要求为基础，合理安排施工总工期；(2)、本工程主要施工项目单一，确保施工机械的投入是实现合同工期的重要保障。三、本工程施工进度计划的编制依据是：(1)、招标文件对工期的要求；(2)、已拟定的项目管理目标；(3)、设计图纸和工程量清单；(4)、施工部署与主要工程施工方案。四、施工进度保证措施(1)、确保开工时间如我单位有幸中标，将提前组织人员设备进场，做好施工准备工作，保证按时开工。为保证开工时间，将采取以下措施：①、中标后立即组织拟进场的管理、技术人员对投标施工组织设计进行深化设计、修改，做好开工前的准备工作。②、中标后立即实施临时设施建设和大型机械进场，为尽快开工提供条件。③、 接到中标通知书后立即与业主和设计、监理单位进行联系，尽快取得场地坐标控制点的布置图和位置，为进场测量定位做好准备。尽快组织相关人员进行图纸会审，充分了解设计意图，为开工做好准备。(2)、选择合理的施工方案充分熟悉本工程的设计图纸，对拟定的施工组织设计、施工方案及方法进行认真的分析比较，作到统筹组织、全面安排，确保总体目标计划，在施工过程中制定阶段性工期控制点，确保按期完工。针对工程特点，采用分段流水的施工方法，减少技术间歇，对主要项目集中力量、突出重点，制定严密紧凑和合理的施工计划，尽可能压缩工期，加快施工进度。(3)、做好各种资源的供应①、按照施工组织设计的要求，根据施工进度计划中各个阶段控制点的要求，编制劳动力进场计划、材料进场计划、机械设备进场计划、资金使用计划，以保证各种资源能够满足工程施工需要。②、材料、构配件计划应有明确的数量、规格和进场时间，现场储备应有一定的库存量，以保证工程进度提前或节假日运输困难时工程对物资的需要，确保现场施工正常进行。③、劳动力进场要保证素质，机械操作人员必须持证上岗。④、按照计划进场施工机械，进场前对机械进行必要的维护保养和试运转工作，保证所有机械进场后能够投入正常使用。(4)、严格的管理与控制① 、强化施工项目管理，严格执行《建设工程项目管理规范》，提高项目管理水平。实行项目经理负责制，设立能协调各方面关系的调度指挥机构，配备素质高、能力强，具有开拓精神的管理班子，确保施工进度。②、推行全面计划动态管理，控制工程进度，建立主要形象进度控制点，运用网络计划跟踪技术和动态管理方法，做到周保旬、旬保月，坚持月平衡、周调度、工期倒排，确保总进度计划实施。③、认真做好施工中的计划统筹、协助与控制。严格坚持落实每周工地施工协调会制度，作好每日工程进度安排，确保各项计划落实。④、建立各种激励约束机制，保证进度计划的落实。实行奖励机制，拟订拿出一定的资金作为目标管理奖励基金，充分调动全体施工人员的积极性和创造性，力保各项目标按期实现。⑤、强化项目部内部管理人员效率与协调，加强与业主和监理的联系，将围绕本标段工程建设的各方面人员充分调动起来，共同完成工期总目标。(6)、建立能有效运转的工期保证体系和组织机构，以项目经理为首，工程技术部和预算合约部负责检查和落实。(5)、制定进度计划管理目标责任制度①、制定进度计划目标责任制，将进度计划分块后落实到人，使每一个人均有明确的进度目标；②、明确奖罚原则，对进度计划落实情况进行经济上的奖励和处罚，以提高每一个进度责任人的主观能动性；③ 、每天晚上召开施工协调会，做好第二天的技术、安全交底工作，做到每一个施工人员对各自的工作任务、质量要求心中有数。每周进行一次进度检查，落实奖优罚劣政策。工期保证体系制度保证计划保证组织保证措施保证1、进度目标责任制2、进度奖罚制度定期召开生产调度会，随时检查落实进度情况，纠正偏差总体进度计划月进度计划周进度计划日工作安排进度计划管理小组项目经理技术负责人工程部合约部施工负责人资源保证人力材料设备合同保证技术保证赶工措施单项工程(6)、制定切实可行的施工进度计划①、进场后由项目技术负责人组织编制详细的实施性施工总进度计划，并将其按施工区段分解成月、旬、周工作计划。②、将详细的周工作计划下发到各施工队负责人、施工班组负责人。③ 、各施工班组负责人根据周工作计划制定日工作计划，由工程技术部审批后实施，使每一个施工人员均明确各自的工作进度目标。④、工程技术部现场施工人员负责落实和督促每一施工班组的日工作计划实施情况。(7)、设立强有力的进度计划管理机构①、成立以项目经理为主，工程技术部、材料设备部、预算合约部、财务资金部、作业施工队负责人组成的生产指挥调度系统，主持召开施工进度调度会。②、每周检查一次工程进度，及时了解工程进展情况，若出现工期滞后情况，分析产生的原因，在取得监理工程师的同意下，采取有力措施，合理调配或增加机械、延长工作时间，充分利用人力和机械资源，确保工期目标的实现。③、对生产要素进行优化组合，实行动态管理，灵活机动地对施工现场的人、机、料进行调度安排，保障后勤供应，满足施工需要。(8)、资金保证加强资金调度，保证资金力度，合理利用资金，做到专款专用，确保工程施工资金周转，保证施工顺利进行。 第三章项目负责人施工组织能力 第四章投入工程机械设备配置1、投入的主要施工机械设备表序号机械或设备名称型号规格数量国别产地制造年份额定功率（kw）生产能力用于施工部位备注1装载机ZL50F4成都2007154土方工程2挖掘机神冈8日本2007125土方工程3压路机YZTY121洛阳2006154土方工程4推土机T140-13洛阳2005154土方工程5自卸汽车东风22昆明20079.4土方工程6蛙式打夯机6昆明2007土方工程7经纬仪J032苏州20088水准仪SD26南京2008土方工程9全站仪索佳SET3001日本2007土方工程10砼搅拌机Zl3503义乌2007511砂浆搅拌机QL1507金华20072.512凿岩机KJ502合肥200712014空气压缩机YK806衢州2007415农用车福田1T4北京200716工具车江铃皮卡2江西2008 第五章施工负责人完成工程建设情况 第六章项目负责人资质 第七章施工负责人资质 第八章工程质量一、质量目标达到国家验收合格标准。二、质量管理制度1、公司技术科负责公司工程质量管理工作。工程质量管理实行公司、项目部、班组三级管理制度。公司设专职质检员，负责全公司所有项目部的工程质量管理。项目部设兼职质检员，负责项目部、各班组的质量管理。2、建立健全工程质量检查制度，做到：班组自查、班前班后检查，并做好记录，项目部班后复检，公司周检。检查标准按国家现行标准执行。检查内容包括查思想、查制度、查措施、查隐患、查落实。3、工程质量采用工序检测法进行检测评定。即班组长和兼职质检员对每一工人完成的产品进行检测评定。专职质检员对分部工程进行检测评定。企业技术负责人对单位工程进行检测评定，评定标准按国家现行标准执行。4、发生质量事故要坚持“四不放过”的原则。5、严把材料采购关，严禁不合格产品进入施工现场。 6、建立健全奖惩制度。单位工程评为市优的，单位少收取壹万元的利费作为奖励基金，由项目经理按各班组承接工程量的比例发放。凡因对工程质量不负责任造成质量事故，损失金额在一仟元以下的，按直接损失的20%处以罚款，事故严重又隐瞒不报，一经查出处以加倍罚款。四、主要工序质量技术保证措施1、开工前：施工员在工程施工前认真熟悉施工图纸，掌握设计意图，并汇同业主、监理、设计院做好图纸会审工作，编制合理的工程施工方案，在编制施工方案时，明确提出质量目标和标准要求，并组织实施。2、施工过程中：保持过程控制，坚持“三检制度”，确保质保体系的有效运行，每项工程施工过程中，各专业施工员和质检员跟踪检查，发现问题及时整改，工程施工完后，由作业工长自检，同时交由下道工序作业工长互检，再由专业施工员复检，经公司技术科检查后，通知其它部门验收，方可进行下道工序施工。3、砼工程：本工程砼全部采用现场搅拌，在浇筑前各验收方签字齐全，并检查水泥、砂、石等原材料储备及质量情况，对现场搅拌所采用的水泥、砂、石、外加剂等原材料要求使用指定的厂家和品牌。砼浇捣前计算好砼方量、浇捣时间，严格按施工规范留设伸缩缝，砼浇捣过程中，前台有人指挥作业，浇捣完终凝后及时洒水养护，养护时间不少于15天，并做好砼试块，28天送到材检站试压。 4、U型渠安装要注意管底平整度及坡度，安装完毕后要先清理缝槽，并冲洗干净，灌缝完毕后应清扫表面粘附的灰浆，灌缝砂浆凝固后应及时洒水养护，养护时间不得少于14d，以防渠渗漏。五、季节性施工措施根据气候特点和我公司的工程进度安排，该工程在施工过程中为了不影响施工生产进度和工程质量，特制定合理的雨季和冬季施工技术措施。（一）雨季施工措施：1、做好现场排水系统，将地面及场内雨水有组织地及时排除。2、在围堰清淤过程中遇到雨季时，根据渠道水位，灵活增加围堰的高度。3、所有机械棚搭设严密，防止漏雨，机电设备采取防雨、防淹措施，配电箱要加防护罩，防止雨淋。4、对粗细骨料含水量及时测量，掌握其变化幅度，及时调整配合比。5、混凝土浇筑遇雨时，立即用防水材料覆盖已先浇好的砼，遇大雨时停止块石砌筑和土方回填碾压工程施工。6、降雨后，回填土含水率过大，严禁回填。（二）冬季施工措施：1、进入冬季施工时，要及时接收天气预报，防止寒流突然袭击。2、严禁使用已遭冻结的砂浆，不准单以热水掺入冻结砂浆内重新搅拌使用，也不宜在使用时向砂浆内掺水使用。 3、砂浆的搅拌应在采暖的房间内进行，环境温度不可低于5℃，冬季施工砂浆要随拌随运，不可积存和二次倒运。4、运输车应及时清理，每日下班后用热水清洗，以免冻结。5、砂石堆场有隔雪覆盖，拌制砼时，清除骨料中的冰雪及冻团，拌和时间比常温时间延长50%。6、冬季施工的砼要优先选用硅酸盐水泥和普通硅酸盐水泥，水灰比不应大于0.6。7、砼拌制后立即浇筑，尽量减少热量损失。8、砼的养护要采用草袋覆盖养护法。9、在土方回填时，严禁用带冰渣的冻土回填。六、原材料保证措施1、加强原材料的进场计划，凡工程使用的各种原材料成品、半成品必须有出厂合格证、厂家材质证明等三证必须齐全，且现场抽样试验合格后方可使用，不合格材料严禁用于工程中。2、对材质证明有怀疑或按规定需要复检的材料，应及时送检，未经检验合格，不得使用。3、各种不同类型、不同型号的材料分类堆放整齐。水泥、钢筋在运输、存放时需保留标牌，按批量分类，并注意防锈蚀和污染。4、使用甲方或指定厂家的材料、设备、配件时，必须附有出厂合格证、质保书及有关技术资料，对于集装箱包装物品必须经甲、乙双方共同开箱检查，并做好验收记录。 5、预制灌溉渠及涵管要监理、施工、业主共同验收，质量应符合设计及标准要求。七、计量保证措施1、严格执行公司的计量检测网络。2、砼、砂浆由内业员按规范要求提出取样计划，由试验员取样送试验室检验，不合格不得使用。3、砼搅拌站严格按配合比投料，水泥、砂、石要每盘过秤。4、砼、砂要严格按试验站出具的配合比并计量拌制，计量管理人员和试验站人员要进行定期检查和随机抽查。5、现场设立砼快速测强点，由试验员负责操作，为拆模提供依据。6、经纬仪、水准仪、台秤等计量工具由项目技术负责人负责按规定送法定检验单位检校。八、人员管理保证措施1、为实现本工程质量管理目标，我公司决定配备一支具有思想素质高、重质量、守信誉的施工队伍，凡是本工程参加人员必须认真熟悉图纸，并严格按国家规范、规程、标准等，精心组织、严格管理、合理应用新技术、新工艺，用新的管理模式来实现质量目标，使工程达到合格。2、实行以项目经理为第一责任人的质量责任制，工长要把好操作质量关，质检人员要执行“质量否决权” 。公司和项目实行分级质量跟踪，对口执行重奖、重罚制度，把操作者的产品质量同工作单价挂钩，把管理者的工作质量同经济效益挂钩。九、施工保证措施1、坚持按程序合理组织施工，做到紧张有序，忙而不乱。上道工序未检查合格，不得作下道工序。2、坚持“三检”制度，实行优质优价，奖罚分明，对不合格工程，坚决推倒重做。3、灌溉渠安装严格按照施工工艺执行。4、实行砼浇灌记录制度，在砼浇灌前必须认真检查轴线、模板标高、断面尺寸是否符合设计要求，是否办理钢筋及预埋件的隐蔽验收资料签证；按计划规定设置的锚固螺栓以及下道工序配件是否正确；模板内的垃圾、油污是否清除干净；砼准备工作是否完毕；天气预报情况、砼运输道路是否畅通等。经各施工工长、质量检查员、安装负责人、现场代表签字后，方能进行砼浇灌。5、砼的振捣应密实，不得出现欠振、漏振和超振，防止出现蜂窝麻面。十、工程质量保证体系和检验系统在全面熟悉施工图，充分领会设计意图的前提下，建立以公司副总经理、技术负责人为首的质量保证体系，全面控制施工的项目的工程质量。1、质量管理机构为了达到预定的质量目标，项目采用ISO9001 质量管理模式，科学组织施工，严格贯彻公司制定的程序文件和作业文件。施工前在项目内部建立以项目经理、技术负责人为首的质量保证休系，工程质量监督体系及施工质量检验体系，以确保质量目标的实现。2、项目质量保证体系（1）、建立以项目经理牵头的项目质量保证体系。（2）、项目质量保证体系有效运行工程施工过程中应严格控制影响质量的六大因素。影响质量的六大因素是；人、机械设备、材料、施工方法、检测技术、环境。因此项目经理部做到以下几点为关键。1）提高全体施工人员质量意识、技术素质，加强培训教育与考核。2）加强机械设备管理，使设备总体保持在最佳运行状态。3）把好采购关，应用新材料，着重原材料的管理。4）采用新工艺、新方法，使施工方法科学化、技术规范化。5）利用先进设备和方法，提高施工质量检测水平。6）注意施工现场环境管理，排除环境干扰因素。 第九章重合同守信用单位 第十章主要项目施工方案一、现场测量1、该土地整理项目施工战线长，施工周期短，我公司拟定中标后成立测量班组，由测量经验丰富、敬业心强的专职测量员2-3人组成。2、测量仪器，BTS-3082C型全站仪1台，DS3水准仪6台，100m钢卷尺等。3、主要测设方法及控制点布设。平面主控制点由建设单位提供交桩后，根据现场实际情况，进行首级控制网的布设，平面控制按二级小三角或三级导线测量等级建立，桩点间距500-600m，高程采用三等水准测量或电磁波测距三角高程测量，高程控制桩呈网状布设，间距50m-75m，其精度按《水利水电工程施工测量规范SL52-93》标准执行。4、控制桩埋设要求（1）、平面主控制点采用预制10×10×50cm砼桩，埋设后采用砼在桩根周围围护密实。（2）、高程控制桩采用ф80-100mm木桩埋设，埋设点应在分界点或田间生产路边。（3）、施工控制点应沿两桩之间均匀分布埋设，采用ф50木桩，作为施工时控制沟及渠标高。（4）、在总施工现场间距（纵横）1km 处设置一基准控制点，基准控制点埋设应为永久性，按规范要求埋设，作为其它观测点校核标准。5、测设人员要求（1）、具备相应的测量专业知识。（2）、具有熟练的操作技能。（3）、敬业爱岗，对工作认真负责。（4）、公司技术科组织测量人员进行岗前培训，技术交底。二、土方平整工程1、施工程序施工准备→测量放线→机械开挖→人工开挖→渠道及其它构筑物结构施工→土方回填→人工整修。2、测量放线施工中，控制测量是确保工程质量的重要之一，为确保施工须认真贯彻设计意图，严格按照规范和设计要求操作。在接到监理工程师交桩指令后，认真做好交桩和资料交接记录，组织专业测量技术人员认真制定测量方案和工艺，并做好测量设备仪器及人员的准备。依照制定的测量方案，对角点桩、转点桩及导线点桩、中桩、建筑物（构筑物）起点桩、终点桩，使用水准仪及全站仪进行复核、验桩，对重要的标桩进行栓桩，所栓桩应不受施工影响，并予以醒目标识，且经以认真保护，作为施工全过程中测量复线的依据。在施工中要经常组织测量人员进行复核， 确保渠道、斗沟、渠涵等的正确，直至工程竣工验收后，完整地移交给监理工程师。控制点导线控制测量的往返闭合差，应在国家三等测量的误差允许范围内，对于高程控制采用加密水准点的方法，特别是对于水平、纵向曲率变化大的地段，每20m布置一桩，直线段每40m布置一桩，且补加桩设置在不影响施工的位置上。经补桩测量后进行内业计算所确定的坡角位置，设置坡角桩，控制填方渠段的几何尺寸。测量记录及内业计算所构成测量成果，报送监理工程师进行核验审批，经审批的测量成果，须打印成册，分发给施工技术人员使用。为便于施工和控制土方开挖和填筑以及建筑物（构筑物）结构的高程控制，利用给定的水准高程控制点采用闭合水准测量（或附合水准测量）的方法，加密测设临时水准桩，临时水准桩在方木桩顶部钉铁丁，四周护以混凝土埋设在便于施工和利于保护的位置上，编号并做好标记。根据给定的各控制点进行加密测设控制，反复校核无误并满足精度要求后，进行测量放线和高程控制测量，定出轴线、开口边线。同时按要求将控制网资料报监理工程师审批。每完成一个开挖段应及时进行轴线、断面和高程复测，以确保不超挖和欠挖。3、场地清理 包括植被清理和表土清挖。采用推土机进行清理，自卸翻斗车装运到监理批定地点堆放。清基后及时进行平整压实，并将堤基范围内堤基开挖线以下的树根、草皮、淤泥等全部清除，并按施工图纸回填密实，场地清理完毕后，采用振动碾将渠顶建基面进行碾压，合格后报送监理工程师进行验收。清基的土方要求推至施工便道以后地段堆放，并用推土机整平压实。4、渠道、桥涵开挖（1）、本项目渠道、桥涵土方开挖面较窄，开挖应分段分区开挖。以渠道开挖中心轴线为标准进行土方开挖。边坡开挖依据渠道、桥涵开挖深度分段分层开挖，以避免边坡整修时低方高运，渠、桥涵底及边坡预留保护层30cm，人工整修。为避免低方高运，应将渠道开挖一段约200m后便进行渠道整修，将弃土采用挖掘机运至渠外。渠道、桥涵边坡开挖采用挖掘机整修开挖，推土机配合将土推至渠顶或弃至渠外。5、土料填筑时应注意的问题（1）、碾压机具的行驶方向以及铺料方向应平行于渠轴线。（2）、每一填土层按规定参数施工完毕，并经监理工程师验收合格后，才能继续铺筑上一层土料。（3）、严格控制层间光面、弹簧土、漏压或无压、裂缝等现象。经监理工程师检查认为不合格时，应立即进行返工处理直至合格。 （4）、严格控制直觉的填筑含水量。日降雨量大时，立即停止填筑，当风力或日照较强时，应及时在填筑面上洒水。6、填筑过程中的质量控制措施（1）、施工中严格执行检查制度。（2）、用于渠堤填筑的土料必须经监理工程师认可，并严格控制其含水量，接近最优含水量，偏差不超过±2%，渗透系数满足设计要求的土料。（3）、碾压参数一定是经现场生产性试验确定的最终施工参数，并且是监理工程师认可的。（4）、严格按技术要求及规范要求对压实体进行逐层取样检测，达不到合格标准，不得进行上一层的填筑。二、农田水利工程1、沟、渠、蓄水池施工1）、根据测量控制桩，沟、渠先进行测量放线，确定开挖宽度及标高。2）、清淤时我公司将以机械化作业为主，人工配合为辅，采用排污泵先将流态物吸排干净，再使用挖掘机挖掘，均清至老土为止，将清除的淤泥运至指定地点堆放，用作耕作土壤使用。3）、涵、蓄水池、闸等渠系建筑物施工，基础开挖应尽量避免破坏原土基础，施工时底部留30cm ，用人工清理至基底标高，下部结构施工，应严格按照砼施工各个环节的要求进行，水泥砂浆，砼配合比要达到设计标号和材料配比规定。砼浇筑完毕，按养护要求进行养护。4）、回填土方每层（30cm）压实后，应按规定进行环刀取样，测出干土的质量密度，达到要求后，再进行上一层的铺土。5）、填方全部完成后，表面应进行拉线找平。6）、沟渠开挖采用人、机结合的开挖方式。先测量放样，再用挖掘机初步开挖，开挖时预留一定的人工修整的宽度及深度，然后再进行人工修整成形，断面修整用条木做好断面尺，边修整边检查，做到一次到位。7）、雨季施工的填方工程，应连续进行尽快完成，其回填土方含水率应符合相应规范要求。8）、原有渠道边坡及渠堤修理：采用推土机修整边坡压实渠堤。9）、渠槽开挖施工前，要做好渠基表面的表土、植被、表层耕作土壤和杂草树根，清除的腐质土可堆放至土地平整需填方地段。10）、砼工程（1）、搅拌要求a.搅拌混凝土前，加水空转数分钟，将积水倒净，使拌筒充分湿润。搅拌第一盘时，考虑到筒壁上的砂浆损失，石子用量应按配合比规定减半。b.拌制好的混凝土要做到基本卸尽。在全部混凝土卸出之前不得再投入拌合料，更不得采取边出料边进料的方法。 c.严格控制水灰比和坍落度，未经试验人员同意不得随意加减用水量。（2）、材料配合比a.严格掌握混凝土材料配合比。在搅拌机旁挂牌公布，便于检查。b.原材料按重量计的允许偏差，不得超过下列规定：水泥：±2%粗、细骨料：±3%水、外加剂溶液：±2%（3）、装料顺序石子→水泥→砂。每盘装料数量不得超过搅拌筒标准容量的10%。（4）、砼的搅拌从原材料全部投入搅拌筒时起，至混凝土拌和料卸出时不少于2分钟，通过充分搅拌，混凝土的各种组成材料混合均匀，颜色一致。（5）、砼的运输砼水平运输：水平运输采用机动翻斗车。混凝土应以最少的转载次数和最短的时间，从搅拌地点运至浇筑地点，运输过程中要保证不漏浆，并保证卸料通畅。（6）、砼浇筑A、施工准备 a.制定施工方案根据结构特点，结合具体条件，研究制定砼浇筑的施工方案。b.机具准备及检查搅拌机、运输车、振动器等机具设备均需要准备充足，并考虑发生故障时的修理时间，并应有备用的搅拌机和振动器。c.保证水电及原材料的供应在混凝土浇筑期间，要保证水、电、照明不中断，浇捣现场采用柴油发电机进行供电，浇捣用水采用居民点的生活用水。d.掌握天气季节变化情况加强气象预测预报的联系工作，由于该工程施工工期为秋冬季节，应在混凝土施工阶段应掌握天气的变化情况，特别是雨季和冬季来临时确保砼质量。e.检查模板、钢筋和预埋件在浇筑砼之前，应检查和控制模板、钢筋、保护层和预埋件等的尺寸、规格、数量和位置，此外还应检查模板支撑的稳定性以及模板接缝的密合情况。B、浇筑a.在浇筑工序中，应控制砼的均匀性和密实性。混凝土拌合物运至浇筑地点后应立即入模。 b.浇筑砼时，应注意防止砼的分层离析。c.浇筑砼时，应经常观察模板、支架、钢筋、预埋筋、预留孔洞的情况，当发现有变形、移位时，应立即停止浇筑，并应在已浇筑的砼凝结前修整完好。C、砼的养护a.对采用硅酸盐水泥、普通硅酸盐水泥或矿渣硅酸盐水泥拌制的砼，浇水养护时间不少于7d。b.砼浇筑达到终凝后开始养护。2、预制构件安装（1）、预制构件在运输过程中，应采取相应措施防止破损，由开发办采购的构件在进场时应与监理、业主共同进行验收。（2）、安装前对预制构件进行检查，如有破损的应进行修补，不能修补的构件应更换。（3）、安装前应对渠底、涵管底部的坡度、标高进行校核，砼的强度是否达到设计及规范要求。（4）、涵管、U型槽安装后立即进行渠侧的素土回填，并分层夯实。顶部压二层24砖并进行粉刷。（5）、U型渠和涵管安装前将原土夯实，夯实后浇捣砼垫层。（6）、利用手动葫芦在距涵管接头约1/5L的两端设置吊点，起吊扶正后就位，用水准仪测定实际标高，调整管顶标高至设计标高，再用支架在两侧临时支撑。三、道路（生产路）施工 为满足农业作业的需要，方便农业生产，确保区内道路与道路和区外居民点的连接，项目区分为田间道和生产路。为能满足农业机械和机动车辆通行，项目区道路自成系统，并与穿越项目区的区外道路相连，形成多道路网络。（一）、土方的开挖与回填1、由于区内高低不一，道路部分需要回填，局部需要开挖取直。2、土方开挖时，先将表层的含杂草土层运走。其余土方用路基填方。3、机械开挖至距设计底标高200m时，采用人工清挖。4、开挖过程中，要不断进行标高测量，防止超挖造成对路基的扰动。5、回填处要先清除表面杂草和淤泥。6、回填时不允许有积水，杂物，回填土质符合设计和规范要求。7、回填土要分层回填，每层不超过300mm，用8T振动碾压机进行碾压，开挖处用原地基作为路基时也应进行碾压。8、土基要求平整密实，压实度不低于设计要求，支承力均匀，具有足够的稳定性，压实后，应按规定进行环刀取样，测出干土的质量密度，其土基顶回弹模量满足设计值。（二）、泥结碎石面层施工方法： 该道路面层施工分两次铺设碾压。下承层准备好后即进行初压，使粗碎石稳定就位，然后均匀地撒在已压稳的粗碎石层上，用振动压路机将全部填隙料振入粗碎石间的空隙中，再次填隙料，扫匀。再次振动辗压，如表面仍有未填满的空隙，则再继续补撒布填隙料.然后再辗压，直至全部填满为止，局部多余的填隙料则应铲除，不得在粗碎石表面局部地自成独立一层，表面必须能见粗碎石，在辗压过程中不应有任何松动现象，辗压完成后，填隙碎石的固体体积率应不小于85％。（三）、干砌挡墙1、干砌块石砌筑（1）砌筑要求1）农沟基础底部应作底坡为1：5并与受力方向相反的倾斜坡，农沟的基础或底层应选用较大的精选石块。2）坡面上的干砌石砌筑，应在夯实的基础上，以一层与一层错缝方式铺砌。挡墙每隔15m设置一条沉降缝，缝宽2.5cm，表面砌缝的宽度不应大于20mm，砌石边缘应平顺、牢固。砌体外露面的坡顶和侧边，应选用较整齐的块石砌筑。3）石料应分层错缝砌筑，砌层应大致水平，但不得用小石块塞垫找平。表面砌缝宽度应不超过25mm，所有前后的明缝均应用小石块填塞紧密。4）石块应铺砌稳定，相互锁结。铺筑中使每一石块在上下层接触面上都有不少于三个分开的坚实支承点。（2）质量检查 砌体砌筑面的平整度和勾缝质量、石块嵌挤的紧密度、缝隙砂浆的饱满度、沉降缝贯通情况等的外观质量检查。第十一章安全生产和文明施工 一、安全保证承诺严格按JGJ59—99标准实行，服从各级管理，达到安全文明施工现场。二、安全生产管理制度1、健全安全生产组织机构和责任网络。公司、项目部、班组成立安全生产领导小组，各级主管领导小组组长，负责安全生产工作。公司以质量安全（科）具体负责此项工作。公司、项目部配备专职安全员，（班组）配兼职安全员，负责经常性的安全生产工作。安全员按职工总数的5‰配备，受质安科和所在单位的双重领导，形成上下贯通，左右相连的安全生产体系和安全生产责任网络。2、做好经常性的宣传教育工作。开展月安全生产日活动，做好节假日、收尾工程施工安全生产教育；对新工人实行公司、项目部、班组三级入场教育，组织安全生产经验交流会，表扬好人好事，推广典型经验。3、坚持安全生产检查制度。实行公司季检、质安科月检、项目部半月检、班组日检四级检查制度，开展以查领导、查思想、查纪律、查制度、查隐患五查为中心内容的检查活动。4、做好劳动保护保健工作。三、其它安全技术措施现场针对基坑开挖、施工用电、模板、机械设备等作出明确的技术措施。 1、施工用电安全技术措施1）、配备专职的持证电工，负责临时用电的管理，非专职电工不准私自接线用电。2）、根据JGJ59-99标准，施工现场采用“三相五线”制配电，实行“三级配电、两级保护”，所有施工机具坚持“一机一闸一保护”。施工临时用电架设完毕，投入使用前由项目部及公司质安科验收。3）、施工现场临时用电采用柴油发电机供电。4）、配电箱开关箱内不得放置任何杂物，并应经常保持整洁，并不得挂接其它临时用电设备。5）、熔断器的熔体更换时，严禁用不符合原规格的熔体代替。6）、照明A、照明器具和器材的质量均应符合有关标准、规范的规定，不得使用绝缘老化或破损的器具和器材。B、一般场所选用额定电压为220V的照明器，但对下列特殊场所应使用安全电压照明器：a、灯具离地地面高度低于2.4m等场所的照明，电源电压应不大于36V。b、在潮湿及带电体场所的照明电源电压不得大于24V。2、砼工程安全技术措施a.砼下料时，严禁猛冲猛倒。严禁酒后作业和冒险蛮干。 夜间施工时，必须有足够的照明。振动棒电缆严禁拖地，必须架空。3、现场防火安全措施。1)、施工现场设置两名兼职消防员及灭火器材。2)、教育职工正确使用灭火器材及防火意识。3）、临时宿舍内严禁存放液化气钢瓶及煤炉。4、防雨、防洪措施：现场的排水沟应保持畅通。电机、水泥等材料不被水淹和雨淋。应储备塑料布，搭设防雨棚，当下雨时以便遮盖新浇砼和新砌砌体，以防雨水冲刷。5、主体安全措施1）、在进行灌溉渠吊装时，吊绳必须有足够的备用强度，应尽量避免超载吊装，禁止斜吊，禁止在六级风的情况下进行吊装作业，指挥人员应使用统一指挥信号，信号要鲜明、准确。2）、垂直作业必须采取有效的隔离安全措施。3）、在施工过程中，每个分项工程每道工序的每个环节，都需要严格认真贯彻执行上级颁发的安全操作规程、安全岗位责任制以及有关的文件规定与消防条例等。4）、必须做好技术负责人向工长、工长向班组的安全消防书面交底；班组长、工长和技术负责人亲自检查落实安全消防措施，发现问题，及时解决。 5）、对运行转动的机械设备的制动系统做到勤检查，勤维护，做到随时检查磨损，不能带病作业，保证正常使用可靠的安全性。6）、用车辆运送管材时，要绑扎牢固，人力搬运管材起落要一致。通过沟、坑要搭好马道，不得负重跨越。用滚杠运输时要防止压脚，并不准用手直接调整滚杠，管子滚动的前方不得有人。禁止在未经过荷检验的脚手架和工作台上放置管子和其它重物。7）、管子串动和对口时，动作要协调，手不得放在管口，以防挤伤。6、建筑机械1）、施工现场中一切电动建筑机械和手持电动工具的使用、检查和维修必须遵守下列规定：(1)建立和执行心人专机负责制，并定期检查和维修保养。(2)保护零线的电气连接应符合要求，对产生振动的设备其保护零线的连接点不少于两处。(3)在做好保护接零的同时，还要装设漏电保护器。2）、手持电动工具通电前应做好保护接地线或保护接零。3）、电动建筑机械或手持电动工具的负荷线，必须按其容量选用无接头的多股铜芯橡皮护套软电缆。其中绿/黄双色线在任何情况下只能用作保护零线或重复接地线。4） 、每一台电动建筑机械或手持电动工具的开关箱内，除应装设过负荷、短路、漏电保护装置外，还必须设隔离开关。7、手持式电动工具1）、一般场所选用的手持式电动工具，应装设额定动作电流不大于15mA，额定漏电动作时间小于0.1s的漏电保护器，同时还必须保护接零。露天、潮湿场所或在金属构架上操作时，必须选用高绝缘性的手持式电动工具，并装设防溅的漏电保护器。。狭窄场所(金属容器、地沟、灌溉渠内等)，选用带隔离变压器的手持式电动工具；并装设防水的漏电保护器。把隔离变压器或漏电保护器装设在狭窄场所外面，工作时并应有人监护。2）、手持电动工具的负荷线采用耐气候型的橡皮护套铜芯软电缆，并不得有接头。3）、手持式电动工具的外壳、手柄、负荷线、插头、开关等必须完好无损，使用前必须作空载检查，运转正常方可使用。4）、使用手持式电动工具应戴绝缘手套或站在绝缘台上。四、文明施工1、文明施工目标：创文明施工现场。2、文明施工计划：为确保该工程达到文明施工现场，特制定如下计划。1）、施工项目经理为现场文明施工负责人，落实各项管理制度，并落实到人。 2）、认真勘察施工现场，编制现场施工平面布置图。3）、进场后严格按施工平面图进行布置临时设施，生活区与工作区分开，设置围墙，高度1.8米。4)、在确保安全的同时，认真抓好场内绿化，卫生管理，严禁破坏居住地的树木花草。五、文明施工技术措施。1、施工现场统一制作各种标识、宣传标语画幅、施工“五牌一图”及门头灯箱等。2、施工现场建立以项目经理为组长的现场文明施工管理领导班子，领导成员明确分工，各尽其职，并配置专职管理人员监督检查现场文明管理。3、编制现场文明施工管理制度，简明扼要把检查责任到人，把场容管理制度化。4、全体施工人员树立遵章守纪思想，采用挂牌上岗制度，安全帽、工作服统一规范。施工管理人员戴红色安全帽，配戴红底黑字工作卡。特种作业人员戴黄色安全帽，配戴黄底黑字工作卡。生产班组人员戴白色安全帽，配戴白底黑字工作卡。5、搞好周围环境，协调项目部与现场周边居民的关系。加强职工教育工作，要求工人严守纪律，严禁偷盗、赌博及各类违法行为、大声喧哗等对周围农民造成不良影响。 6、按施工总平面图进行材料堆放，各种材料堆要标名名称、品种及规格，并堆放整齐，做到工完场清，建筑垃圾也要分名称、品种进行堆放整齐，易燃易爆物品分类堆放。7、施工现场制定防火制度及防火措施，配备灭火器材及兼职应急员。8、施工现场设置的学习和娱乐场所内，要经常组织职工进行治安及各项法律法规、规章制度的学习。9、施工现场生活设施：设置男女分开的公共厕所，且为水冲式，无蝇蛆，污水排入就近化粪池。食堂卫生要求：炊事员要有健康证，并定期进行体检，灶台贴瓷砖，地面要防滑，生菜与熟菜分开存放，垃圾要袋装化。10、保健工作由工地专职保健员负责，经常开展卫生防病宣传教育。第十二章环境保护措施 一、防止大气污染的措施1、施工垃圾必须搭设封闭临时专用垃圾箱，严禁随意抛撒。施工垃圾及时清运，适量洒水，减少扬尘。2、水泥等粉细散装材料，采取室内或封闭存放，卸运时要采取遮盖措施，减少灰尘。二、防止水污染的措施1、现场设置砼砂浆搅拌沉淀池，废水经沉淀后，排入槽壁砼内。施工现场的生产污水采用两级沉淀措施后，排出场外。2、现场存放油料的库房，必须进行防渗漏处理。储存和使用都要采取措施，防止跨、冒、滴、漏，污染水体。三、防止施工噪声的措施1、施工现场必须严格遵照《中华人民共和国建筑施工场界噪声限值》（GB12523－90）制定降低噪声的相应制度和措施。2、在安排施工时，噪声大的施工活动尽量地安排在白天。3、选择低噪声施工机械，合理安排施工时间，为克服夜间施工干扰邻近居民的生活。原则上不安排夜间施工。如遇特殊情况，事先得申请夜间施工许可证后才能施工。第十三章其他措施 一、工程保修工程竣工后，我公司组织由原项目部成员组成质量保修组并建立保修档案，并由项目经理担任组长，为用户服务，随叫随到，及时调查了解工程的质量状况，了解用户的要求，解决发现的问题。建立维修工程专班专人负责制，由公司生产、质量部门派专人负责。在工程保修期内，因施工造成的质量问题均我公司无条件维修，如果是业主使用不当造成的问题，我公司也将配合业主积极解决问题。二、工程回访我公司对该工程交工后三个月即进行工程回访，对存在的问题进行彻底的整改。并建立由副经理担任回访组组长、质安科长担任副组长，质安科工作人员为回访组成员的定期回访小组。并建立回访制度和回访计划。在回访期间业主对存在任何质量问题均可与我方联系，我公司将针对发生的问题进行调查并制定维修方案，安排人员对工程存在的问题进行整改，直至业主满意为止。 系数a模型非标准化系数标准系数tSig.B标准误差试用版1(常量)1.482.6372.326.022PEP.148.106.1451.394.166PR.509.107.4564.758.000PRS-.112.101-.075-1.109.269PAS.231.111.2082.074.040 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