Construction Planning and Management Critical path method Avoids delays which are very common in bar charts All listed here Is an improvement upon bar chart method Provides a realistic approach to daily problems Avoids delays which are very common in bar charts All listed here Is an improvement upon bar chart method Provides a realistic approach to daily problems ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The main disadvantage of line organization, is All listed here Rigid structure Extraordinary delay in communications Top level executions over work All listed here Rigid structure Extraordinary delay in communications Top level executions over work ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management An earth moving equipment costs Rs. 5,00,000 and has an estimated life of 10 years and a salvage value of Rs. 50,000. What uniform annual amount must be set aside at the end of each of the 10 years for replacement if the interest rate is 8% per annum and if the sinking fund factor at 8% per annum interest rate for 10 years is 0.069? Rs. 31050 Rs. 50000 Rs. 37950 Rs. 34500 Rs. 31050 Rs. 50000 Rs. 37950 Rs. 34500 ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The difference between the time avail-to do a job and the time required to do the job, is known as Constraint Float Duration Event Constraint Float Duration Event ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management A father notes that when his teenage daughter uses the telephone, she takes not less than 6 minutes for a call and som? times as much as an hour. Fifteen minutes call are more frequent than calls of any other duration. If these phone calls were an activity in PERT project, then phone calls expected duration will be 21 minutes 20.143 minutes 15 minutes 27 minutes 21 minutes 20.143 minutes 15 minutes 27 minutes 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 500 cum 1500 cum 2000 cum 1000 cum 500 cum 1500 cum 2000 cum 1000 cum ANSWER DOWNLOAD EXAMIANS APP
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