【背景资料】 某市一综合管线加道路工程,向社会进行公开招标,因本工程属于该市重点项目,发包方在发布资格 预审文件时注明:①投标单位需在近三年内取得过鲁班奖,②具有与本工程规模相仿的施工业绩,③投标 单位没有重大质量、特大安全事故,无犯罪记录。
A 公司通过资格预审,对招标文件与图纸分析发现,招标人所提供的招标文件与图纸有多处冲突,A 公司书面向发包人质疑,发包人在规定的时间内向 A 公司书 面答疑。招标文件要求采用了工程量清单报价,A 公司按照发包人提供的清单项目编码、工程量等内容进行填写。
最终 A 公司中标本工程,进场后编制实施性施工组织设计,确定各种管线的钢管焊接和柔性管道沟槽 回填为本工程的重点,项目技术负责人与有经验的焊接人员通过工艺评定和破坏性试验得出焊接工艺参数,包括: 焊接电流、焊接电压、线能量、保护气体流量、后热温度和保温时间等。
柔性管道回填要求严格按照《给排水管道工程施工及验收规范》GB 50268-2008 的要求回填下图表为 施工单位制定回填要求的一部分。
背景资料
某建设工程公司承担了一矿井的施工工作。该矿井采用立井开拓方式,中央边界式通风,井田中央布置了2个井筒、主井井筒净直径5.5m,井深650m;副井井筒直径7.0m,井深625m;风井位于井田东北部边界,净直径5.0m,井深515m。
施工单位在矿井开工前,组织编制了该矿井的施工组织设计,确定了矿井的施工方案,明确了施工准备工作的具体内容,并进行了认真准备。考虑到井筒表土较薄,又没有流沙,采用普通法进行施工:基岩部分采用钻眼爆破法施工:主、副井到底后进行短路贯通。
在实际施工过程中,主井井筒在施工完箕斗装载硐室后,由于不慎打穿含水层,导致淹井事故,影响施工45天,矿井整个施工组织被打乱。
【背景资料】 A 公司中标某城市污水处理厂的中水扩建工程,合同工期 10 个月,跨越冬季施工。工程主要包括沉淀池和滤池等现浇混凝土水池。拟建水池距现有建(构)筑物最近距离 5m,其地下部分最深为 3.6m。 A 公司施工项目部编制了施工组织设计,施工过程中发生以下事件: 事件 1:池壁和顶板连续施工,为增强整体性,项目部拟将顶板支架斜杆与池壁模板杆件相连接;池壁模板安装时,采用一次安装到顶而分层预留操作窗口的施工方法。施工缝处的橡胶止水带采用叠接,在止水带上穿孔固定就位。 事件 2:底板混凝土和侧墙混凝土分次浇筑,水平施工缝设置在腋角以上 100mm 处。 事件 3:为避免混凝土养护不到位而开裂,项目部加强了冬期混凝土质量控制,特别是新浇混凝土入模温度、拆模时内、外部温度控制。
某房屋建筑工程,建筑面积6800m2 ,钢筋混凝土框架结构,外墙外保温节能体系。根据《建设工程施工合同(示范文本)》(GF-2013-0201)和《建设工程监理合同(示范文本)》(GF-2012-0202),建设单位分别与中标的施工单位和监理单位签订了施工合同和监理合同。
在合同履行过程中,发生了下列事件:
事件三:施工单位提交了室内装饰装修工期进度计划网络图(如下图所示),经监理工程师确认后按此组织施工。
事件四:在室内装饰装修工程施工过程中,因涉及变更导致工作C的持续为36天,施工单位以设计变更影响施工进度为由提出22天的工期索赔。

根据资料 (1),下列各项中,甲公司以盈余公积转增资本的会计处理正确的是 ( )。
贷记 “资本公积” 科目 100 万元
借记 “盈余公积” 科目 100 万元
借记 “实收资本” 科目 100 万元
贷记 “实收资本” 科目 100 万元
【背景资料】
某施工单位承接了南方一座双向四车道分离式隧道施工,该隧道穿越一向斜构造。该隧道全长4279m,最大埋深1049m,单孔隧道净空宽度9.14m,单孔净空高度6.98m。两洞口处设有明洞,边坡较稳定。
施工单位结合该隧道的特点进行了施工组织设计,其中:
(1)为了获得良好的光面爆破效果,采取了以下措施:①适当加密辅助眼;②光面爆破层厚度一般取50~90cm;③光面爆破的炸药宜采用低猛度、低爆速炸药。在炮眼底部,为了克服底岩石的夹制作用,应改为高爆速炸药。
(2)为防止地表水危及隧道施工安全,进洞50m左右后,开始做洞口工程,洞口支护时,支护面至开挖面的距离拟定为10m。
(3)为满足防尘要求,项目部采取了“湿式凿岩标准化、个人防护普遍化”。
(4)施工单位严格按照新奥法施工的程序进行,并对锚喷混凝土的质量进行如下检查:①喷射混凝土抗压强度检查;②喷层与围岩粘结情况的检查;③喷层厚度检查。
(5)经过浅埋暗挖段时,加强排水,采用内燃抽水机抽水,优先采用全断面法开挖。
三、秦先生的儿子今年刚上初一。秦先生目前持有银行存款3万元。他现在开始着手为儿子的大学费用进行理财规划。目前大学一年的费用为10000元,通货膨胀率为6%。为此,他就有关问题咨询理财师。
根据以上材料回答1~5题。
[A] In December of 1869, Congress appointed a commission to select a site and prepare plans and cost estimates for a new State Department Building. The commission was also to consider possible arrangements for the War and Navy Departments. To the horror of some who expected a Greek Revival twin of the Treasury Building to be erected on the other side of the White House, the elaborate French Second Empire style design by Alfred Mullett was selected, and construction of a building to house all three departments began in June of 1871.
[B] Completed in 1875, the State Department’s south wing was the first to be occupied, with its elegant four-story library (completed in 1876), Diplomatic Reception Room, and Secretary’s office decorated with carved wood, Oriental rugs, and stenciled wall patterns. The Navy Department moved into the east wing in 1879, where elaborate wall and ceiling stenciling and marquetry floors decorated the office of the Secretary.
[C] The State, War, and Navy Building, as it was originally known, housed the three Executive Branch Departments most intimately associated with formulating and conducting the nation’s foreign policy in the last quarter of the nineteenth century and the first quarter of the twentieth century--the period when the United States emerged as an international power. The building has housed some of the nation’s most significant diplomats and politicians and has been the scene of many historic events.
[D] Many of the most celebrated national figures have participated in historical events that have taken place within the EEOB’s granite walls. Theodore and Franklin D. Roosevelt, William Howard Taft, Dwight D. Eisenhower, Lyndon B. Johnson, Gerald Ford, and George H. W. Bush all had offices in this building before becoming President. It has housed 16 Secretaries of the Navy, 21 Secretaries of War, and 24 Secretaries of State. Winston Churchill once walked its corridors and Japanese emissaries met here with Secretary of State Cordell Hull after the bombing of Pearl Harbor.
[E] The Eisenhower Executive Office Building (EEOB) commands a unique position in both the national history and the architectural heritage of the United States. Designed by Supervising Architect of the Treasury, Alfred B. Mullett, it was built from 1871 to 1888 to house the growing staffs of the State, War, and Navy Departments, and is considered one of the best examples of French Second Empire architecture in the country.
[F] Construction took 17 years as the building slowly rose wing by wing. When the EEOB was finished, it was the largest office building in Washington, with nearly 2 miles of black and white tiled corridors. Almost all of the interior detail is of cast iron or plaster; the use of wood was minimized to insure fire safety. Eight monumental curving staircases of granite with over 4,000 individually cast bronze balusters are capped by four skylight domes and two stained glass rotundas.
[G] The history of the EEOB began long before its foundations were laid. The first executive offices were constructed between 1799 and 1820. A series of fires (including those set by the British in 1814) and overcrowded conditions led to the construction of the existing Treasury Building. In 1866, the construction of the North Wing of the Treasury Building necessitated the demolition of the State Department building.
41. |
| → | C | → | 42. |
| → | 43. |
| → | F | → | 44. |
| → | 45. |
【背景资料】
某平原区拦河闸工程主要用于防洪,其保护人口为100万人,闸室结构如下图所示。本工程施工采用全段围堰法导流,上、下游围堰为均质土围堰,闸基为轻粉质砂壤土,基坑采用深井降水。施工过程中突然发现上游围堰后(基坑侧)有大面积管涌群,施工单位为防止事故发生,及时就近挖取黏性土进行封堵,随着上游水位继续上涨,封堵失败,围堰决口,导致刚浇筑的闸室底板、下游消能防冲设施被冲毁,造成直接经济损失100万元。事故发生后,施工单位按“四不放过”原则,组织有关单位制定处理方案,报监理机构批准后,对事故进行了处理,处理后不影响工程正常使用,对工程使用寿命影响不大。
某安装公司承接一通风与空调工程。该工程涉及送风系统、排风系统、空调冷(热)水系统、设备自控系统等分部工程的施工。为保证工程按期完工,项目部编制了详细的施工进度计划,并在施工中对其进行检查与跟踪。
在施工过程中,发生了如下事件。
事件一:风管采用镀锌钢板制作,形式为矩形,咬口连接。按设计规定,风管安装完成后,工作压力为正压200OPa、负压-1500Pa。项目部采用了如图1所示的咬口连接形式。因板材较薄,项目部对制作成型的风管采用了折角加固的形式,如图2所示。

事件二:项目部对部分成品风阀检查时,发现了两个问题:①手动风量调节阀的手轮转动方向错误;②工作压力为2000Pa的调节风阀,生产厂只提供了正常工作压力下能自由开关的强度测试合格的试验报告。最终,项目部完成各分部工程的施工,按期交工。