41001. If 1500 g of water is required to have a cement paste 1875 g of normal consistency, the percentage of water is,
41002. Under normal conditions using an ordinary cement, the period of removal of the form work, is :
41003. Wp and Wf are the weights of a cylinder containing partially compacted and fully compacted concrete. If the compaction factor is 0.95, the workability of concrete is
41004. For given water content, workability decreases if the concrete aggregates contain an excess of
41005. Two colour letters are stamping while using two color ribbons.It is called:
41006. Default bottom page margin of word 2003 is:
41007. The part of supplying paper to impression roller is known as:
41008. Shortcut key to cut the selected text:
41009. ”Arial black”is considered as:
41010. In the given figure, the network of a project represents
41011. Pick up the PERT event from the following:
41012. If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good
41013. Final technical authority of a project lies with
41014. The performance of a specific task in CPM, is known
41015. Spelling and grammar option can be taken from:
41016. A Milestone chart
41017. Completion of an activity on CPM network diagram, is generally known
41018. A dummy activity
41019. Military organisation is known as
41020. Quark Xpress is an example of software used in:
41021. Various activities of a project, are shown on bar charts by
41022. Time and progress chart of a construction, is also known as
41023. Critical Path Net Work helps an engineer
41024. The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as
41025. The artificial activity which indicates that an activity following it, cannot be started unless the preceding activity is complete, is known as
41026. Henry Gantt developed Bar charts for planning and scheduling of projects in
41027. The most popular type of organisation used for Civil Engineering Constructions, is
41028. The difference between the time avail-to do a job and the time required to do the job, is known as
41029. The object of technical planning, is
41030. The salient feature of functional organisation is
41031. Critical path method
41032. CPM is
41033. Critical path lies along the activities having total float
41034. Construction team means
41035. Pick up the correct network for the activities of pouring concrete, erection of form work, removal of form work and curing of concrete from the following:
41036. A construction schedule is prepared after collecting
41037. Site order book is used for recording
41038. An Executive Engineer may have powers upto
41039. The main principle of an organisation, is
41040. The estimated time required to perform an activity, is known as
41041. A CPM family includes
41042. The time which results in the leasi, possible construction cost of an activity, is known
41043. If the total float and duration of an activity are 5 and 10 days respectively, the particular activity can be
41044. Works costing less than Rs. 20,000 are treated as
41045. A critical ratio scheduling
41046. Bar charts are suitable for
41047. The first method invented for planning projects, was
41048. If TL is the latest allowable event occurrence time, total activity slack(s), is equal to
41049. The Overall in-charge of an organisation at the site responsible for the execution of the works, is
41050. Modular co-ordination of construction means proper
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