河南省燕山水庫施工組織設(shè)計(jì)方案

1、河南省燕山水庫河南省燕山水庫壩頂結(jié)構(gòu)及大壩下游交通、排水工程壩頂結(jié)構(gòu)及大壩下游交通、排水工程(合同合同編號(hào)：號(hào)：)投標(biāo)文件投標(biāo)人：2008年3月6日7施工主要機(jī)械設(shè)備及人力資源配置施工主要機(jī)械設(shè)備及人力資源配置...................................................247.1施工主要機(jī)械設(shè)備...................................................

2、...................................................................................247.2人力資源配置..............................................................................................................................

3、................258施工方法及技術(shù)措施施工方法及技術(shù)措施...............................................................278.1防浪墻工程施工............................................................................................................

4、...............................278.2上下游護(hù)坡工程施工...................................................................................................................................338.3壩頂路面工程施工...............................

5、........................................................................................................348.4電纜溝及防護(hù)墩施工......................................................................................................

6、.............................458.5照明工程施工...............................................................................................................................................468.6防護(hù)堤工程施工.........................

7、..................................................................................................................488.7壩后路工程施工..............................................................................................

8、.............................................538.8大壩下游檢修道路工程施工.......................................................................................................................538.9排水工程施工............................

9、...................................................................................................................569防浪墻外觀質(zhì)量保證措施防浪墻外觀質(zhì)量保證措施...........................................................599.1防浪墻外觀質(zhì)量要求.......

10、............................................................................................................................599.2防浪墻混凝土外觀質(zhì)量缺陷的原因分析及監(jiān)控對(duì)策.....................................................................

11、..........599.3防浪墻混凝土外觀質(zhì)量控制措施................................................................................................................6110工程質(zhì)量保證體系和質(zhì)量保證措施工程質(zhì)量保證體系和質(zhì)量保證措施.............................................

12、.....6510.1質(zhì)量目標(biāo)....................................................................................................................................................6510.2質(zhì)量管理的保證措施..........................................

13、......................................................................................6510.3質(zhì)量管理體系..........................................................................................................................

14、..................6610.4質(zhì)量保證技術(shù)措施....................................................................................................................................7010.5質(zhì)量保證計(jì)劃大綱..........................................

15、..........................................................................................7210.6現(xiàn)場(chǎng)材料檢驗(yàn)和試驗(yàn)...................................................................................................................

16、.............7410.7質(zhì)量檢驗(yàn)人員............................................................................................................................................7510.8主要施工過程質(zhì)量控制要點(diǎn).....................................

17、...............................................................................7610.9材料和設(shè)備的采購(gòu)和檢驗(yàn)........................................................................................................................7911

18、施工進(jìn)度計(jì)劃安排及保證措施施工進(jìn)度計(jì)劃安排及保證措施......................................................8011.1施工進(jìn)度計(jì)劃編制依據(jù)............................................................................................................................

19、8011.2施工進(jìn)度計(jì)劃編制原則............................................................................................................................8011.3工程施工控制性進(jìn)度計(jì)劃...............................................................

20、.........................................................8011.4主要工程項(xiàng)目施工強(qiáng)度............................................................................................................................8111.5施工總進(jìn)度橫道圖.........

21、...........................................................................................................................8211.6工程進(jìn)度保證措施...................................................................................

22、.................................................8212施工安全保證體系和安全保證措施施工安全保證體系和安全保證措施..................................................8512.1安全生產(chǎn)的原則和目標(biāo).......................................................................

23、.....................................................8512.2施工安全保證體系....................................................................................................................................8512.3施工安全組織機(jī)構(gòu)及工作程序..

24、..............................................................................................................8512.4安全管理措施..................................................................................................

25、..........................................8712.5安全技術(shù)措施............................................................................................................................................8812.6現(xiàn)場(chǎng)施工安全要求............

26、........................................................................................................................8912.7安全教育及培訓(xùn).......................................................................................