GTU Civil Engineering (Semester 7)
Construction management and Equipments
May 2014
Total marks: --
Total time: --
INSTRUCTIONS
(1) Assume appropriate data and state your reasons
(2) Marks are given to the right of every question
(3) Draw neat diagrams wherever necessary


1 (a) Explain the necessity of construction management in detail.
7 M
1 (b) What is work break down structure in construction project? Draw work break down structure of a residential building project.
7 M

2 (a) What is bar chart ? Explain with the help of suitable example the method of preparing a bar chart.
7 M
2 (b) Explain the ?Life cycle curve? of a project. A pipe line laying project needs 30 days to complete. The progress of work is shown as under. Draw the life cycle curve.
Sr No. Description Time in days % of progress
1 Survey work for pipe line 4 2
2 Preparation of specifications 5 6
3 Alignment fixing 9 15
4 Tendering work for pipe line 12 24
5 Tender notice issue 15 40
6 Tender finalization 18 50
7 Material supply completed 22 70
8 Pipe laying completed 22 70
9 Backfilling the trench completed 28 95
10 Clearing of site 30 100
7 M
2 (c) What is belt conveyor? Write advantages of belt conveyor.
7 M

3 (a) The following data shows duration and cost of various activities of the network shown in the fig.

Activity Normal duration (week) Normal cost (Rs.) Crash duration (week) Crash cost (Rs.)
10-20 5 5000 3 10000
20-30 6 3000 3 7000
20-40 7 4000 5 6000
30-40 5 3500 3 9000


The project overhead costs are Rs. 2000/week. Calculate the optimum duration and cost associated with it.

7 M
3 (b) Explain the method of updating a network during its execution period.
7 M
3 (c) Give classification of schedules and explain each of them in detail.
7 M
3 (d) Define (i) PERT (ii) Optimistic time (iii) Pessimistic time (iv) Most likely time (v) free float.
7 M

4 (a) For an activity the optimistic time, pessimistic time and most likely time estimates are 6, 16, and 10 days respectively. Calculate the Expected time, standard deviation and variance of activity.
7 M
4 (b) State difference between CPM and PERT.
7 M
4 (c) How the 'S' curve is used to analyse the cash requirements of a project?
7 M
4 (d) Estimate the book value of equipment at the end of each year of ownership from following data.
Initial book value Rs. 30,00,000/-
Ownership period = 6 years
Salvage value = 3,00,000
Interest rate I = 13 %
Use method of sinking fund method of depreciation for calculation.
7 M

5 (a) Write the use of present worth analysis in engineering economic studies.
7 M
5 (b) Calculate the probable cost/hour for owning and operating a power shovel for following conditions.
1. Engine - 200 HP
2. Crankcase capacity - 30 lit.
3. Time between oil change - 120 Hours
4. Operating factor - 0.6
5. Useful life of shovel - 5 years
6. Hours used/ year - 1600 Hours
7. Total initial cost - 3,00,000 Rs.
8. Estimated salvage value - 30,000 Rs.
9. Maintenance & repair - 70 % of annual depreciation cost.
7 M
5 (c) Explain in detail various reasons for replacement of construction equipment.
7 M
Write a short note on'
5 (d) i) Crawler tractor.
4 M
5 (d) ii) Wheel tractor.
3 M



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