Download PTU (I.K. Gujral Punjab Technical University Jalandhar (IKGPTU) B.Arch 2020 March (Bachelor of Architecture) 10th Sem 74341 Construction Management I Previous Question Paper
Roll No. Total No. of Pages : 03
Total No. of Questions : 08
B. Architecture (2012 & Onwards) (Sem.?10)
CONSTRUCTION MANAGEMENT ? I
Subject Code : BACH-1002
M.Code : 74341
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. Note: Question No 1 is compulsory. Attempt 5 questions including compulsory
question with minimum one question from each unit. All questions carry equal
marks.
1. Write short note on the following : (5?2=10)
a) Differentiate between PERT and CPM
b) Optimum Cost
c) Critical Path
d) Quality Control On Construction Site
e) Direct Cost and Indirect Cost
UNIT-I
2. Explain the significance of construction management for any nation. What are the
objectives and purpose of construction management? 12.5
3. a) Discuss the various resources required for the successful completion of construction
project. 6
b) Explain with sketches different types of compaction equipment used in construction
projects. 6.5
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1 | M-74341 (S17)-1366
Roll No. Total No. of Pages : 03
Total No. of Questions : 08
B. Architecture (2012 & Onwards) (Sem.?10)
CONSTRUCTION MANAGEMENT ? I
Subject Code : BACH-1002
M.Code : 74341
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. Note: Question No 1 is compulsory. Attempt 5 questions including compulsory
question with minimum one question from each unit. All questions carry equal
marks.
1. Write short note on the following : (5?2=10)
a) Differentiate between PERT and CPM
b) Optimum Cost
c) Critical Path
d) Quality Control On Construction Site
e) Direct Cost and Indirect Cost
UNIT-I
2. Explain the significance of construction management for any nation. What are the
objectives and purpose of construction management? 12.5
3. a) Discuss the various resources required for the successful completion of construction
project. 6
b) Explain with sketches different types of compaction equipment used in construction
projects. 6.5
2 | M-74341 (S17)-1366
UNIT-II
4. Determine optimum time duration and optimum cost for the project with following data
and plot the cost-time graph. 12.5
Activity Normal time Crash time Crash cost Normal cost
(days) (days) Rs. Rs.
10-20 6 5 400 600
20-30 7 4 300 700
20-40 9 7 360 540
30-40 6 4 500 1000
Indirect cost = Rs. 200/- per day.
5. a) Develop the network having following activities (duration in weeks given in 8.5,4
brackets) in logical sequence and also find the EST, EFT, LST, LFT, total float for all
the activities and determine the critical path :
i. A (10) and B (11) start the project
ii. C (9) and D(12) follow A
iii. E (6) and F(6) follow B
iv. G (7) follows E
v. H(8) and I(10) cannot start until C and G are over
vi. J (6) succeeds F and H
vii. K (14) is the last activity and succeeds D,I,J.
b) Discuss the properties of a critical path.
6. Explain the following in detail :
a) Principles of inspection in construction projects. 6
b) Important points to be checked during inspection of brick Masonry. 6.5
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1 | M-74341 (S17)-1366
Roll No. Total No. of Pages : 03
Total No. of Questions : 08
B. Architecture (2012 & Onwards) (Sem.?10)
CONSTRUCTION MANAGEMENT ? I
Subject Code : BACH-1002
M.Code : 74341
Time : 3 Hrs. Max. Marks : 60
INSTRUCTIONS TO CANDIDATES :
1. Note: Question No 1 is compulsory. Attempt 5 questions including compulsory
question with minimum one question from each unit. All questions carry equal
marks.
1. Write short note on the following : (5?2=10)
a) Differentiate between PERT and CPM
b) Optimum Cost
c) Critical Path
d) Quality Control On Construction Site
e) Direct Cost and Indirect Cost
UNIT-I
2. Explain the significance of construction management for any nation. What are the
objectives and purpose of construction management? 12.5
3. a) Discuss the various resources required for the successful completion of construction
project. 6
b) Explain with sketches different types of compaction equipment used in construction
projects. 6.5
2 | M-74341 (S17)-1366
UNIT-II
4. Determine optimum time duration and optimum cost for the project with following data
and plot the cost-time graph. 12.5
Activity Normal time Crash time Crash cost Normal cost
(days) (days) Rs. Rs.
10-20 6 5 400 600
20-30 7 4 300 700
20-40 9 7 360 540
30-40 6 4 500 1000
Indirect cost = Rs. 200/- per day.
5. a) Develop the network having following activities (duration in weeks given in 8.5,4
brackets) in logical sequence and also find the EST, EFT, LST, LFT, total float for all
the activities and determine the critical path :
i. A (10) and B (11) start the project
ii. C (9) and D(12) follow A
iii. E (6) and F(6) follow B
iv. G (7) follows E
v. H(8) and I(10) cannot start until C and G are over
vi. J (6) succeeds F and H
vii. K (14) is the last activity and succeeds D,I,J.
b) Discuss the properties of a critical path.
6. Explain the following in detail :
a) Principles of inspection in construction projects. 6
b) Important points to be checked during inspection of brick Masonry. 6.5
3 | M-74341 (S17)-1366
UNIT-III
7. Find the EST, EFT, LST, LFT and all the floats for all the activities of the network 12.5
shown in Figure below. Also indicate the CRITICAL PATH in the Network.
Duration in weeks
8. a) Explain quality control and its need in Building industry with suitable examples. 6.5
b) Explain briefly ?Safety on Construction sites?. 6
NOTE : Disclosure of Identity by writing Mobile No. or Marking of passing request on any
paper of Answer Sheet will lead to UMC against the Student.
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1
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7 8
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A
B
C
D
G
I
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J
H
K
14
6
6
6
E
11
10
7
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12
8
10
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This post was last modified on 31 March 2020