31
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To draw a double code time scale network plan, you should first ()
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A
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locate the starting node B
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determine the length of time coordinate C
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draw a non time scale network plan D
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draw a time scale network plan table [answer] a [analysis] draw a time scale network plan directly on the time scale network plan table according to the logical relationship between the work in the network plan and the duration of each work
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() the drawing steps are as follows: (1) locate the starting node on the starting scale line of the time scale table
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(2) draw the outward arrow of the starting point node on the time scale schedule according to the work duration
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(3) the start node of other work must be located on the time scale of the maximum earliest completion time of these work after all the previous work has been drawn
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(3) when the arrow line of some work is not long enough to reach the node, the wave line is used to make up, and the arrow is drawn at the junction of the wave line and the node
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Use the above method to determine the location of other nodes from left to right until the end node of the network plan is located and the drawing is completed
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[source] 2z103032 type and application of project network plan p147 32
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For the owner, the advantage of cost plus remuneration contract is ()
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For the owner, the form of cost plus remuneration contract also has some advantages, such as: (1) the construction period can be shortened by section construction, () without waiting for all construction drawings to be completed (2) it can reduce the Contractor’s antagonism, and the Contractor’s reaction to the project changes and unforeseen conditions will be more positive and quick; (3) it can use the Contractor’s construction technology experts to help improve or make up for the deficiencies in the design; (4) the owner can deeply intervene and control the project construction and management according to his own strength and needs; (5) we can also transfer part of the risk by determining the maximum guaranteed price to constrain the project cost not to exceed a certain limit
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[source of test site] 2z106033 cost plus remuneration contract p258 33
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The purpose of on-site cost accounting for the completed project is ()
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A
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evaluate the effect of financial management b
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calculate the business efficiency C
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evaluate the performance of project management D
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evaluate the cost-effectiveness of the project C
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for the cost accounting of the completed project, () should be divided into the site cost of the completed project and the complete cost of the completed project, which should be calculated and analyzed by the project management organization and the financial department of the enterprise respectively The project management performance and business efficiency are evaluated respectively
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According to the requirements of the lifelong responsibility system for construction quality, the time limit for the project manager of the construction unit to take responsibility for the quality of the construction project is ()
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A
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actual service life of construction project B
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required service life of construction unit C
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defect liability period D
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design service life of construction project d [analysis] according to the ten regulations on quality and safety responsibility of Construction Project Manager (Trial) (JZ [2014] No
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123) issued by the Ministry of housing and urban rural development and the five party responsibility subject project leader quality assurance system of construction project issued by the Ministry of housing and urban rural development Interim Measures for accountability (JZ [2014] No
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124), () the construction project manager must be fully responsible for the construction quality and safety of the project; the lifelong quality responsibility refers to that the project manager of the construction unit participating in the new construction, expansion and reconstruction bears the corresponding responsibility for the project quality within the design service life of the project in accordance with the national laws and regulations and relevant regulations
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[source of test site] 2z104013 connotation, characteristics and responsibilities of construction quality management and construction quality control p15635
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The network plan of a construction project is shown in the figure below (time unit: days), and the free time difference of work C is () days
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A.2 b.0 C.1 D.3 [answer] a [analysis] () free time difference = the minimum value of the earliest start of the work after the emergency – this work is completed the earliest, and the only work after the emergency of work C is work g
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according to the six hour marking method, the earliest start time of work G is 9 days, the earliest finish time of work C is 7 days, and the free time difference of work C is 9-7 = 2 days
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The type and application of 2z103032 project network plan
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A
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the quality plan is a programmatic document; B
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the quality record should describe the enterprise’s quality objectives and policies; C
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The quality manual should produce the quality responsibility and authority of each stage of the project; D
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the procedure document is the supporting document of the quality manual; D
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A
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error
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The quality plan is to ensure the effective operation and control of the process, () under the guidance of procedure documents, it is a document of special quality measures and activity sequence for specific products, processes, contracts or projects
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B error
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The quality record is the objective reflection of the product quality level and the quality activities and results in the quality system
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It is the evidence to prove that the product quality in each stage meets the requirements and the quality system operates effectively
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C error
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The quality manual is a document to clarify the quality policy, quality system and quality practice of an enterprise, and a programmatic document to be followed for a long time in the process of implementing and maintaining the quality system
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[source of test points] 2z104022 establishment and certification of quality management system of construction enterprise p159 37
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The budget unit price of a certain sub project is 300 yuan / m3, () it is planned to complete 100 m3 of work in one month, and it takes two months (smooth construction) to complete 160 m3 of work in the actual construction
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Due to the rise of material cost, the actual unit price is 330 yuan / m3
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Then the cost deviation of the sub project is () yuan
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A.4800 B
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– 4800 c.18000 D
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– 18000 [answer] B [analysis] cost deviation (CV) = budget cost of completed work (BCWP) – actual cost of completed work (ACWP) = completed work × budget unit price – completed work × actual unit price = 160 × 300-160 × 330 = – 4800 yuan
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[source of examination] 2z102053 construction cost control method p118 () 38
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According to the general contract terms of standard construction bidding documents, () the Contractor shall submit the change quotation to the supervisor within () days after receiving the change instruction
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A.14 B.7 c.28 d.30 [answer] a [analysis] according to the general conditions of contract in the standard construction bidding document () of nine ministries and commissions, unless otherwise specified in the special conditions of contract, the Contractor shall submit the change quotation to the supervisor within 14 days after receiving the change instruction or change intention, and the quotation content shall be in accordance with the contract Price principle, detailed list the price composition and basis of change work, and attach necessary construction method description and relevant drawings
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[source of test points] 2z106042 construction contract change management p26339
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In the process of construction project quality acceptance of sub items and parts, () the inspection items that should give comprehensive quality evaluation are ().
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