工程
路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理
名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级
要求
对教师党员的评价套管和固井爆破片与爆破装置仓库管理基本要求三甲医院都需要复审吗
塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期1.BK1+914.083(WA37工作井)刃脚及壁板C30P680±202015007泉州力量混凝土有限责任公司试室C39-20150828006201508292.BK1+914.083(WA37工作井)壁板C30P6120±302015010C39-20150909001201509103.BK1+914.083(WA37工作井)封底C2080±202015096C39-20150917007201509174.BK1+914.083(WA37工作井)底板C30P6120±302015081C39-20150918011201509195.BK1+914.083(WA37工作井)盖板C30120±302015113C39-20150928008201509286.BK1+356.944(WA26T作井)刃脚及壁板C30P6120±302015084C39-20150917006201509177.BK1+356.944(WA26T作井)壁板C30P6120±302015084C39-20150920010201509208.BK1+356.944(WA26T作井)封底C2080±202015096C39-20150925004201509269.BK1+356.944(WA26T作井)底板C30P680±202015081C39-201510030182015100410.BK1+356.944(WA26T作井)盖板C3080±202015101C39-2015100500420151006工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期11.BK0+251.944(WA5工作井)封底C2080±202016096泉州力量混凝土有限责任公司试室C39-201512290332016010112.BK0+251.944(WA5工作井)底板C3080±202015081C39-201512300172016010313.BK0+991.334(WA18T作井)壁板C3080±202015081C39-201601030462016010414.BK0+991.334(WA18T作井)盖板C3080±202015101C39-201601030452016010415.BK0+991.334(WA18T作井)封底C2080±202015096C39-201601060042016010616.BK0+991.334(WA18T作井)底板C3080±202015081C39-201601070132016010817.BK0+991.334(WA18T作井)刃脚及壁板C3080±202015081C39-201601010182016010118.BK1+081.244(WA2C接收井)刃脚及壁板C3080±202015081C39-201601010192016010119.BK1+081.244(WA2C接收井)盖板C3080±202015081C39-201601010192016010120.BK1+081.244(WA2C接收井)垫层C1580±202015095C39-2016010304420160104工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期21.BK0+251.944(WA5工作井)底板C3080±202016081泉州力量混凝土有限责任公司试室C39-201601070142016010822.路面丄程C3580±202015146C39-201511240042015112423.截流井(J01-J07)壁板及顶板C3080±202015081C39-201512100052015121324.截流井(J01-J07)底板C3080±202015081C39-201512020062015120225.截流井(J08-J16)底板C3080±202015084C39-201511260012015112626.截流井(J08-J16)壁板及顶板C3080±202015077C39-201112800072015112927.BK2+948.940(WA55T作井)盖板C3080±202015101C39-201512270192015122728.BK2+948.940(WA55T作井)刃脚及壁板C3080±202015081C39-201512250242015122529.BK2+948.940(WA55T作井)封底C3080±202015097C39-201512270182015122730.BK2+553.261(WA48接收井)盖板C3080±202015101C39-2015121000420151213工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期31.BK2+553.261(WA48接收井)底板C3080±202015081泉州力量混凝土有限责任公司试室C39-201512240212015122432.BK2+553.261(WA48接收井)垫层C1580±202015095C39-201512120062015121533.BK2+553.261(WA48接收井)刃脚及壁板C3080±2020151081C39-201512040142015120634.BK2+596.313(WA49工作井)壁板C3080±202015084C39-201512080082015120835.BK2+596.313(WA49工作井)盖板C3080±202015101C39-201512080092015121336.BK2+596.313(WA49工作井)刃脚及壁板C30120±302015084C39-201512040132015120637.BK2+596.313(WA49工作井)底板C3080±202015081C39-201512240212015122638.BK2+596.313(WA49工作井)垫层C3080±202015095C39-201512120052015121539.BK2+726.153(WA51工作井)盖板C3080±202015101C39-201512030102015120440.BK2+726.153(WA51工作井)底板C3080±202015081C39-2015120401220151205工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期41.BK2+726.153(WA51工作井)刃脚及壁板C30120±302015084泉州力量混凝土有限责任公司试室C39-201511290122015112942.BK2+726.153(WA51工作井)垫层C3080±202015095C39-201512030092015120443.BK0+134.993(WA4工作井)刃脚及壁板C3080±202015081C39-201512250232015122544.BK0+134.993(WA4工作井)壁板C3080±202015081C39-201512270142015122745.BK0+251.944(WA5工作井)刃脚及壁板C3080±202015081C39-201512250252015122546.BK0+251.944(WA5工作井)壁板C3080±202015081C39-201512270162015122747.BK0+333.490(WA7X作井)刃脚及壁板C3080±202015081C39-201512200022015122048.BK0+510.193(WA9接收井)盖板C3080±202015101C39-201512260072015122649.BK0+510.193(WA9接收井)底板C3080±202015081C39-201512270212015122750.BK0+510.193(WA9接收井)封底C2580±202015097C39-2015122502720151225工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期51.BK0+510.193(WA9接收井)刃脚及壁板C3080±202015081泉州力量混凝土有限责任公司试室C39-201512200012015122152.BK0+578.218(WA1C工作井)刃脚及壁板C30120±302015084C39-201511080012015110953.BK0+578.218(WA1C工作井)壁板C30120±302015084C39-201511170012015111754.BK0+578.218(WA1C工作井)壁板C30120±302015084C39-201511240052015112455.BK0+578.218(WA1C工作井)底板C30120±302015084C39-201511270012015112756.BK0+578.218(WA1C工作井)封底C2580±202015097C39-201511250222015112657.BK1+291.718(WA25接收井)底板C3080±202015081C39-201512270232015122758.BK1+291.718(WA25接收井)垫层C1580±202015095C39-201512250192015122559.BK1+291.718(WA25接收井)盖板C3080±202015101C39-201512260102015122660.BK1+291.718(WA25接收井)刃脚及壁板C3080±202015081C39-2015122202620151222工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期61.BK1+797.952(WA35接收井)刃脚及壁板C3080±202015081泉州力量混凝土有限责任公司试室C39-201512220272015122262.BK1+797.952(WA35接收井)垫层C1580±202015095C39-2015122250182015122563.BK1+797.952(WA35接收井)底板C3080±202015081C39-201512270242015122764.BK1+797.952(WA35接收井)盖板C3080±202015101C39-201512260112015122665.BK2+846.153(WA53工作井)底板C3080±202015081C39-201512300192016012266.BK2+846.153(WA53工作井)垫层C1580±202015095C39-201512290342016012067.BK2+846.153(WA53工作井)壁板C30120±302015084C39-201512270252016011868.BK0+578.218(WA10工作井)盖板C3080±202015101C39-201601180022016011969.BK0+333.490(WA7工作井)底板C3080±202015081C39-201512270202016011670.BK0+333.490(WA7工作井)垫层C1580±202015095C39-2015122502120160113工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期71.BK2+846.153(WA53工作井)刃脚及壁板C30120±302015084泉州力量混凝土有限责任公司试室C39-201512250262016011272.73.74.75.BKO+251.944(WA5'工作井)刃脚及壁板C3080±202015081C39-201512250252015122576.77.v78.79.80.工程名称晋江市梅溪河道截污干管工程(磁新桥〜彭溪)施工单位福建兴港建工有限公司建设单位晋江市市政园林局监理单位福建新时代项目管理有限公司序号施工部位设计强度等级要求塌落度和工作度(伽)配合比试验编号试配单位报告编号开盘日期81.BKO+134.993(WA4工作井)底板C30120±302015084C39-201512300182016011082.BKO+134.993(WA4工作井)垫层C1580±202015095C39-201512300042016010883.BK0+134.993(WA4工作井)底板C30120±302015084C39-201512300182016011084.BKO+134.993(WA4工作井)刃脚及壁板C30120±302015084C39-201512300182016011085.86.87.v88.89.90.