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 Event Duration Float Constraint Event Duration Float Constraint ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management For a given size of bucket, the ideal output of a dragline will be least in Moist loam Wet sticky clay Good common earth Sand and gravel Moist loam Wet sticky clay Good common earth Sand and gravel ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management Rolling resistance of a wheel depends upon(i) Vehicle load(ii) Grade(iii) Ground conditions (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct Only (i) is correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct Only (i) is correct ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management For the network shown in the given figure, the expected time for the activity All listed here 2-3 is 7 1-2 is 4 3-4 is 8 All listed here 2-3 is 7 1-2 is 4 3-4 is 8 ANSWER DOWNLOAD EXAMIANS APP
Construction Planning and Management The first method invented for planning projects, was Bar chart method Programme Evaluation and Review Technique (PERT) Milestone chart Critical path method (CPM) Bar chart method Programme Evaluation and Review Technique (PERT) Milestone chart Critical path method (CPM) 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 500 cum 1000 cum 2000 cum 1500 cum 500 cum 1000 cum 2000 cum ANSWER DOWNLOAD EXAMIANS APP
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