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Construction Planning and Management

Construction Planning and Management
A construction schedule is prepared after collecting

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

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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

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

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Construction Planning and Management
The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is

24
None of these
19
14

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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

1000 cum
2000 cum
500 cum
1500 cum

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Construction Planning and Management
An excavator costs Rs. 20,00,000 and has an estimated life of 8 years. It has no salvage value at the end of 8 years. The book value of the excavator at the end of 3 years using general double declining balance method is

Rs. 11,56,250
Rs. 10,50,000
Rs. 8,43,750
Rs. 8,75,000

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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 kgScraper 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
10000 kg
12500 kg
5000 kg

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