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Final Term Paper (FALL-2020)

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DEPARTMENT OF CIVIL ENGINEERING
UNIVERSITY OF ENGINEERING AND TECHNOLOGY PESHAWAR, CAMPUS-III BANNU
FINAL TERM PAPER (online)
Subject: CE-421 Quantity Surveying & Civil Engineering Practice (7th Semester Fall-2020)
Time Allowed: 2hrs
Max Marks: 70
CLO1
CLO2
Total
50
20
70
PLOs
CLO1 PLO10
CLO2PLO1
35%
15%
50%
Note: Attempt all questions. Programmable calculator and mobile phones are not allowed.
Assume any missing data.
Q1: (a) Describe the following terms:
[CLO1:C2:PLO10] (10)
Bid Security, Performance Security, Debitable Agency, Salvage Value, Depreciation
(b) Discuss the sanctioning powers of Central Development Working Party (CDWP).
[CLO1:C2:PLO10] (5)
(c) Discuss different modes of financing of projects.
[CLO1:C2:PLO10] (5)
Q2: A reinforced cement concrete (1:2:4) parking shed is supported by 6 RCC (1:1.5:3) columns
and beams at all outer edges as shown in Figure 1. Sizes of members are; 6ʹʹ thick slab, 12ʹʹ×12ʹʹ
beams and columns. Height of column from floor level to the bottom of beam is 10 feet. Prepare
Bar bending Schedule (BBS) to find out the weight of steel reinforcement in kilograms for slab,
beams and columns given in the drawings. In slab and beams, longitudinal reinforcement with
standard 90o hooks is used while in beams and columns transverse reinforcement with standard
135o hooks is used. Concrete covers for slab, beam and column are 0.75”, 1” and 1.5ʹʹ
respectively. Column reinforcement is given as 4#5 bars while beam reinforcement is given as 3#5
main bars and 2#5 hanging/extra bars. Transverse reinforcement in beam and column is #3@4ʹʹ
c/c. Columns are 2ʹ below the floor level.
[CLO2:C3:PLO1] (20)
Page 1 of 2
Figure 1
Q3: (a) Describe the purpose of preparing PC-V proforma?
[CLO1:C2:PLO10] (4)
(b) Enlist the information required in preparing PC-I.
[CLO1:C2:PLO10] (6)
Q4: (a) Explain different types of tendering.
[CLO1:C2:PLO10] (10)
(b) Describe complete bidding process.
[CLO1:C2:PLO10] (10)
Page 2 of 2
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