Construction Planning and Management The most suitable type of equipment for compaction of cohesive soils is Tampers Sheep foot rollers Vibratory rollers Smooth-wheeled rollers Tampers Sheep foot rollers Vibratory rollers Smooth-wheeled rollers ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Free float for any activity is defined as the difference between its latest finish time and earliest start time for its successor activity its earliest finish time and latest start time for its successor activity its earliest finish time and earliest start time for its successor activity its latest start time and earliest start time its latest finish time and earliest start time for its successor activity its earliest finish time and latest start time for its successor activity its earliest finish time and earliest start time for its successor activity its latest start time and earliest start time ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management In the given figure, the network of a project represents Activity of an excavation of a footing Activity of an excavation which starts at event No. 1 and ends at even No. 2 Activity of excavation which takes 8 units of time None of these Activity of an excavation of a footing Activity of an excavation which starts at event No. 1 and ends at even No. 2 Activity of excavation which takes 8 units of time None of these ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as Free float Total float Interfering float Independent float Free float Total float Interfering float Independent float ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management 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 EF = ES + D LF = LS + D All listed here LS = LF - D EF = ES + D LF = LS + D All listed here LS = LF - D ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management If the excavation of earth is done manually then it costs Rs. 10 per cum. A machine can excavate at a fixed cost of Rs. 4000 plus a variable cost of Rs. 2 per cum. The quantity of earth for which the cost of excavation by machine will be equal to the cost of manual excavation is 1500 cum 2000 cum 1000 cum 500 cum 1500 cum 2000 cum 1000 cum 500 cum ANSWER DOWNLOAD EXAMIANS APP
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