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Construction Planning and Management

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

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

Vibratory rollers
Tampers
Sheep foot rollers
Smooth-wheeled rollers

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Construction Planning and Management
The constraints in case of resource smoothening operation would be

Resources
Both resources and project duration time
Project duration time
None of these

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Construction Planning and Management
The salient feature of functional organization is

Strict adherence to specifications
Each individual maintains functional efficiency
Separation of planning and design part
All listed here

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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
10000 kg
12500 kg
5000 kg

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Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Normal time
Slow time
Crash time
Standard time

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