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Construction Planning and Management

Construction Planning and Management
For the network shown in the given figure, the expected time for the activity

All listed here
3-4 is 8
1-2 is 4
2-3 is 7

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Construction Planning and Management
Consider the following statements: In the bar chart planning 1. Interdependence of the operations cannot be portrayed. 2. Progress of work can be measured. 3. Spare time of the activities can be determined. 4. Schedule cannot be updated.

1, 2 and 4 are correct
2, 3 and 4 are correct
1, 2 and 3 are correct
1 and 4 are correct

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Construction Planning and Management
A construction schedule is prepared after collecting

All listed here
Output of machinery
Number of operations
Output of labour

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

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Construction Planning and Management
A four wheel truck or whose operating weight is 12000 kg is pulled along a road having a rising slope of 2% at a uniform speed. Assume grade resistance factor = 10 kg/tonne. The tension in the tow cable is 720 kg. The rolling resistance of the road will be

50 kg/tonne
30 kg/tonne
40 kg/tonne
20 kg/tonne

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Construction Planning and Management
The basic action involved in sheep foot rolling is

Kneading
Pressing
Vibration
Tamping

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