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Construction Planning and Management

Construction Planning and Management
If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is

(a + m + b)/6
(a + 2m + b)/6
(a + 5m + b)/6
(a + 4m + b)/6

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Construction Planning and Management
The most suitable type of equipment for compaction of cohesive soils is

Vibratory rollers
Sheep foot rollers
Smooth-wheeled rollers
Tampers

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Construction Planning and Management
While scheduling a project by C.P.M.

Net work is drawn by connecting the activities and the events
A project is divided into various activities
All listed here
Required time for each activity is established

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Construction Planning and Management
Economic saving of time results by crashing

Costliest noncritical activity
Costliest critical activity
Cheapest noncritical activity
Cheapest critical activity

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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
2000 cum
1500 cum
1000 cum

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Construction Planning and Management
A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kgIf the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is

22500 kg
5000 kg
12500 kg
10000 kg

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