水库监理大纲

0技术标评标要素索引表评标项目内容页码范围一监理大纲、方案、措施1W.S.H控制点第262页至第268页2本工程重点、难点分析第45页至第70页二质量、进度、投资、安全控制目标及措施1针对工程特点制定的质量目标第335页至第349页2针对工程特点制定的安全目标第396页至第402页3针对工程特点制定的进度目标第350页至第372页4针对工程特点制定的投资目标第372页至第395页三组织协调目标控制方案和措施第316页至第334页四合同、信息目标控制方案和措施第279页至第312页、五监理资料第313页至第315页六办公资源配置第144页至第146页七管理制度及工作流程第83页至第143页八监理机构设置及人员比例第93页至第116页、1目录第一章监理项目和合同控制目标·································································3一、工程项目概况····················································································3二、工程项目组成···················································································20三、合同控制目标···················································································25四、监理范围与工作内容··········································································27五、监理原则和依据················································································43第二章对工程项目的理解与响应································································45一、工程项目合同目标控制的难点和重点·····················································45二、同类工程项目监理的经验和经历···························································50三、合同目标控制的对策··········································································58四、对工程项目管理的建议·······································································64第三章项目监理的组织与管理·····································································71一、监理机构设置···················································································71二、监理质量控制体系·············································································73三、监理组织内部人员管理制度·································································83四、监理岗位设置与岗位职责····································································93五、监理人员计划和监理人员专业配置······················································103六、监理工作流程·················································································117七、监理的工作设备与设施·····································································144第四章合同目标控制的程序与措施·····························································147一、工程进度控制目标、任务、工作内容和程序··········································1472二、进度控制方法和措施········································································155三、施工质量控制（含旁站监理重要部位、工序清单、测量及试验检测等）·····171四、W.H.S质量控制点设置及旁站监理方案················································262五、施工安全、文明施工与施工环境保护···················································269六、合同支付与合同商务管理（包括计量、支付）·······································279七、工程技术管理·················································································288八、信息管理目标、控制方案和措施·························································298九、监理资料提供、文件资料移交及归档报告目录和时间·····························313十、组织协调管理目标控制方案和措施······················································316第五章工程质量、进度、造价控制的监理方法及措施·····································335一、工程质量控制的监理方法和措施·························································335二、工程进度控制的监理方法和措施·························································350三、投资造价控制的方法和措施·······························································373第六章工程安全、文明施工的监理措施·······················································396一、安全文明施工目标和原则··································································396二、安全文明施工重点···········································································396三、安全文明施工方法···········································································397四、安全施工措施·················································································397五、文明施工措施·················································································4023第一章监理项目和合同控制目标一、工程项目概况（一）枢纽概况罗州坝水电站工程位于芙蓉江干流下游、芙蓉江江口上游约2km处，紧邻重庆市武隆县江口镇，工程所在位置距武隆县城约22km，距重庆市约161km，距彭水县城约48km，距涪陵区约92km，工程对外交通十分便利。罗洲坝水电站工程是利用江口水电站右岸施工导流洞进行改扩建而成。电站枢纽工程由输水系统、地下厂房系统组成。装机容量100MW，额定水头106m，安装1台单机容量100MW的混流立式机组，电站工程在系统中担任调峰任务。罗洲坝水电站工程与已建成江口水电站采用相同建设标准，输水建筑物及地下厂房建筑物按2级标准设计，次要建筑物按3级标准设计。电站引水系统建筑物按百年一遇洪水设计，千年一遇洪水校核，厂房及尾水系统按百年一遇洪水设计（对应尾水位为220.08m），500年一遇洪水校核（对应尾水位为224.59m）。罗洲坝水电站利用江口水电站水库，正常蓄水位300m，相应库容为5.445×108m3。死水位为260m，相应库容为2.017×108m3，调节库容为3.428×108m3，为季调节水库。设计洪水位为300.16m，校核洪水位为304.10m，相应水库总库容5.879×108m3。本次招标的项目主要为输水系统工程和厂房系统工程，主要建筑物特性如下：1、输水系统工程输水系统全长约（水平投影长度）634m，竖井高度74.65m。输水系统以机组中心分界，前半段为引水系统（水平投影长度约360m），由进水口4和引水隧洞组成；后半段为尾水系统（水平投影长度约274m），由尾水隧洞和尾水出口组成。（1）进水口进水口位于大坝右岸上游约75m处，进口中心线方位为NE23°35′24″。进水口采用闸门竖井式结构布置，主要由引水明渠、拦污栅段、收缩段、标准段、闸门井段及闸后渐变段组成。引水明渠布置在拦污栅前侧，轴线方位为NE23°35′24″，底板高程为247.70m，长约37m，平面上由15.5m扩散到22m，扩散角为10°。拦污栅段前设置深1.0m，长10.0m，宽15.5m的集渣坑。拦污栅段长5.0m，设两扇活动拦污栅，孔口尺寸为5.0m×11.0m（宽×高），拦污栅底坎高程为247.70m，检修平台高程为270.00m。收缩段长8.00m，底板高程为247.70m，断面为矩形，边墙及顶板三面收缩，首部断面为11.5m×11.0m，尾部断面为4.5m×5.3m。标准段长61.43m，隧洞轴线方位由NE23°35′24″转向NW303°50′27″，洞身尺寸为4.5m×5.3m（宽×高），边墙、顶板及底板厚均为0.5m，为钢筋混凝土结构。闸门井段长14.40m，底坎高程为247.70m，内设检修闸门、事故闸门各一道，闸门孔口尺寸均为4.50m×5.30m（宽×高）。检修闸门由设在高程315.50m平台的1×1600kN固定卷扬启闭机启闭，检修闸门的检修平台高程为305.00m，检修平台通过305库岸公路与对外公路连接。事故闸门由设在高程302.50m平台的容量为3200/1250kN液压启闭机启闭，事故闸门的检修平台高程为286.00m。闸后渐变段长10m，断面型式由4.5m×5.3m（宽×高）的矩形断面渐变为直径5.3m的圆形断面，采用钢筋混凝土衬砌，衬砌厚1.0m。（2）引水隧洞5自闸后渐变段至厂房蜗壳进口为引水隧洞，引水隧洞长321.59m，引水隧洞为一洞一机布置，由上平段、竖井段、下平段组成。闸后渐变段末端至引水隧洞竖井上弯段起点为