Ahmednagar Jilha Maratha Vidya Prasarak Samaj’s
Shri Chhatrapati Shivaji Maharaj
College of Engineering, Nepti, Ahmednagar
Survey No. 162 & 163, Nepti, Nagar-Kalyan Road, Ahmednagar- 414005 (Maharashtra)
SUBJECT : QSCT Class: BE CIVIL
MCQ on Unit No.2
Taking Out Quantities & Detailed Estimate
Q.1. Which is incorrect step in preparation of detailed estimate
A. Drawing section
B. Takng out quantities
C. Squaring the dimension
D. Abstracting
Ans: A
Q.2. In-to-In method is also known as ______
A. Centre Line method
B. Depreciation Method
C. Out-to-Out Method
D. Crossing Method
Ans: C
Q.3. Length of long wall I calculated using_____
A. L = C/c length + B/2 + B/2
B. L = C/c length - B/2 - B/2
C. L = C/c length - B
D. Both A & B
Ans: A
Q.4. Pick the correct statement, In Long wall short wall method____
A. Percentage of accuracy is less
B. Percentage of accuracy is more
C. Takes comparatively less time
D. Suitable for rectangular work only
Ans: B
Q.5. The factors to be considered while preparing Detailed estimate are____
A. Quantity of material
B. Availability of material
C. Specifications
D. All of above
Ans: D
Q.6. Number of junction for wall meeting from four directions____
A. 1 B. 2 C. 3 D. 0
Ans: B
Q.7. In long wall short wall method of estimation the length of long wall is centre to centre
distance between walls and_____
A. Breadth of wall on each side
B. Half the breadth of wall on each side
C. One fourth breadth of wall on each side
D. None of above
Ans: B
Q.8. In centre line method centre line is calculated by formula_____
A. L = C/c length – (1/2 x n – b)
B. L = C/c length + (1/2 x n – b)
C. L = C/c length – (1/2 x n x b)
D. L = C/c length + (1/2 x n x b)
Ans: C
Q.9. Refer fig. 1 No of Junction n =
A. 5 C. 3
B. 2 D. 0
Ans: 2
Q.10. Refer fig1. Calculate Total centre line
A.49.26 B. 48.3 C. 50 D. 52.99
Fig. 1
Ans: A
Q.11. The brickwork is not measured in Cu.m. in case of______
A. one or more than one brick wall
B. Brick work in arches
C. Reinforced brickwork
D. Half brick work wall
Ans: D
Q.12. State the correct statement, While calculating quantities of R.C.C. framed structure
A. The height of the column is to be measured from top to the footing to bottom of RCC slab
B. Length of beam is to be measured between two columns
C. Only A
D. Both A & B
Ans: D
Q.13. Voltage of trapezoidal portion of footing is calculated by formula_____
A. V = h/3 (A1A2 + √A1+A2)
B. V = h/3 (A1 + A2 + √A1 x A2)
C. V = h/3 ((A1 + A2 ) x √A1 x A2)
D. V = h/3 (A1 + A2) x √A1 x A2)
Ans: B
3
Q.14. If the quantity of RCC in footing is 3.762 m and the steel reinforcement for footing is 0.8% of c.c
3
of footing steel required for footing is____(density of steel is 7850kg/m )
A. 234.2 kg
B. 235.4 kg
C. 236.25 kg
D. 226.3 kg
Ans: B
Q.15 The measurement is not made in Sq.m in case of
A. DPC
B. Formworks
C. Plastering
D. R.C. Chajja
Ans: D
Q.16. Pick the incorrect statement, Method to workout earthwork quantity for road and canal____
A. Mid sectional area method
B. Spot level
C. Crossing Method
D. Mean section method
Ans: C
Q.17 Full Form Of BBS is
A. Bending of bars schedule
B. Bar bending Schedule
C. Bentup bar schedule
D. Bar building schedule
Ans: B
Q.18 Pick up correct statement from following
A. BBs gives idea of different sizes of bars, bents, hooks, shape and length of bars
B. It serve as guide to person who is bending the bar
C. Only A
D. Both A & B
Ans: D
Q.19 Quantity of steel For R.C.C. Beam____
A. 2% – 5 % of quantity of concrete in Cu.m
B. 1% – 2 % of quantity of concrete in Cu.m
C. 1% – 2.5 % of quantity of concrete in Cu.m
D. 1% – 3 % of quantity of concrete in Cu.m
Ans: B
Q.20. Quantity of steel For R.C.C. Column____
A. 0.7% –1 % of quantity of concrete in Cu.m
B. 0.5% – 0.8 % of quantity of concrete in Cu.m
C. 2% – 5 % of quantity of concrete in Cu.m
D. 3% – 4 % of quantity of concrete in Cu.m
Ans: C
Q.21. Quantity of steel For R.C.C. Footing___
A. 0.7% –1 % of quantity of concrete in Cu.m
B. 0.5% – 0.8 % of quantity of concrete in Cu.m
C. 2% – 5 % of quantity of concrete in Cu.m
D. 1% – 2 % of quantity of concrete in Cu.m
Ans: B
Q.22. Quantity of steel For R.C.C. Slab and lintel____
A. 0.7% –1 % of quantity of concrete in Cu.m
B. 0.5% – 0.8 % of quantity of concrete in Cu.m
C. 2% – 5 % of quantity of concrete in Cu.m
D. 1% – 2 % of quantity of concrete in Cu.m
Ans: A
Q.23. The weight of steel bar is calculated in____
2
A. Kg/m
B. kg/m
3
C. kg/m
D. kg
Ans: D
Q.24. State the correct formula to calculate weight of steel bars___
2
A. ф /162
2
B. 2ф /162
2
C. ф /√162
2
D. ф /162.89
Ans: A
Q.25 If diameter of bar is 6mm then weight of bar is
A. 0.24
B. 0.22
C. 0.21
D. 0.20
Ans: B
Q. 26. If diameter of bar is 8mm then weight of bar is
A. 0.62
B. 0.22
C. 0.39
D. 1.50
Ans: C
Q.27 If diameter of bar is 10 mm then weight of bar is
A. 0.89
B. 1.50
C. 0.39
D. 0.89
Ans: D
Q.28 If diameter of bar is 12mm then weight of bar is
A. 0.89
B. 0.62
C. 1.50
D. None of the
above Ans: A
Q. 29. If diameter of bar is 16mm then weight of bar is
A. 0.62
B. 0.22
C. 0.89
D. 1.50
Ans: D
Q.30 If diameter of bar is 20 mm then weight of bar is
A. 3.85
B. 2.46
C. 1.50
D. 8
Ans: B
Q.31 If diameter of bar is 25mm then weight of bar is
A. 8
B. 3.85
C. 6.32
D. None of the above
Ans: B
Q. 32. If diameter of bar is 32mm then weight of bar is
A. 9.87
B. 8
C. 6.32
D. 2.46
Ans: C
Q.33 If diameter of bar is 36 mm then weight of bar is
A. 6.32
B. 8
C. 9.87
D. 3.85
Ans: B
Q.34 If diameter of bar is 40mm then weight of bar is
A. 8
B. 3.85
C. 6.32
D. 9.87
Ans: D
Q.35 clear cover for slab and lintel is
A. 20mm
B. 12mm
C. 15mm
D. 10mm
Ans: C
Q.36 clear cover for beam is
A. 50mm
B. 40mm
C. 25mm
D. 30mm
Ans: B
Q.37 clear cover for column is
A. 40mm
B. 45mm
C. 50mm
D. 35mm
Ans: A
Q.38 clear cover for footing is
A. 45mm
B. 40mm
C. 35mm
D. 50mm
Ans: D
Q.39 total length of bar for straight bar is
A. L+2X18ф
B. L+9ф/2
C. L+18ф
D. L+9ф
Ans: B
0
Q.40 total length of bar for 45 bent up bar is
A. L+ 18 ф + 0.42d
B. L+ 9 ф /2 + 0.32d
C. L+ 18 ф + 0.45d
D. L+ 9 ф + 0.6d
Ans: A
Q.41 total length of bar for one legged stirrups is
A. (A+2B+28 ф)
B. 2 x (A+2B+24 ф)
C. (2A+2B+24 ф)
D. (A+2B+24 ф)
Ans: A
Q.42 number of bars or stirrups____
A. {Length of component - ( 2 x cover )/ c/c spacing of bars or stirrups}
B. {Length of component - ( 2 x cover )/ c/c spacing of bars or stirrups} - 1
C. { Length of component - ( 2 x cover )/ c/c spacing of bars or stirrups } +1
D. { Length of component - ( 2 x cover )/ c/c spacing of bars or stirrups} -2
Ans: C
Q.43. If the dia. of 2 no. Of 2 side bent up bar is 20mm dia. Are used in simply supported beam of effective
span of 6.2m then total length of bent up bar is ( 45' bent up ) & center to center spacing is 25 mm , d= 600
A. 6.834 m
B. 6.582m
C. 7.014 m
D. 6.762m
Ans . C
Q.44 the brick work is measured in sq.m in case of
A. Plastering work
B. Doc
C. Half brick work
D. All of the above
Ans: D
Q. 45 The most adopted method of estimation is
A. PWD method
B. Center line method
C. Crossing method
D. All of the above
Ans: A
Q.46 The centre line method is specially adopted for estimating_____________
A. Circular building
B. Hexagonal building
C. Octagonal building
D. All the above
Ans: D
Q.47 PWD method also know as :
A. Long wall & short wall method
B. Center line method
C. Crossing method
D. All of the above
Ans: A
Q.48 Stirrup diameter is normally taken as
A. 16 mm
B. 10 mm
C. 6 mm
D. 12 mm
Ans: C
Q.49 Which is incorrect method of road earthwork quantity
A. Mean Area method
B. Long wall & short wall method
C. Trapezoidal method
D. Mid Sectional Area method
Ans: B
Q.50 In which method, the volume of earthwork is calculated by diving area on the field into
square, rectangle
A. Mean Area method
B. Trapezoidal method
C. Spot levels
D. Mid Sectional Area method
Ans: C
Q.51 If the formation level of a highway has a uniform gradient If the formation level of a highway has a
uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork
may be calculated by
a) Mid-section formula b) Trapezoidal formula c) Prismoidal formula d) All the above
Ans: D
Q.52 The expected out turn of 12 mm plastering with cement mortar is
a) 2.5 sq m b) 4.0 sq m c) 6.0 sq m d) 8.0 sq m
Ans: D
Q.53 If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway
with no transverse slope, the area of cross-section is
a) B + d + Sd b) Bd + Sd2 c) B × d - Sd1/2 d) ½ (Bd + Sd2)
Ans: B
Q.54 The expected out turn of cement concrete 1 : 2 : 4 per mason per day is
a) 1.5 m³ b) 2.5 m³ c) 3.5 m³ d) 5.0 m³
Ans: D
Q.55 In the mid-section formula
a) The mean depth is the average of depths of two consecutive sections
b) The area of mid-sections is calculated by using mean depth
c) The volume of the earth work is calculated by multiplying the mid-section area by the distance
between the two original sections
d) All of the above
Ans: D
