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A
Kollam railway station
B
Gorakhpur railway station
C
Kharagpur railway station
D
Delhi railway station
A
40o21`
B
48o49`
C
139o39`
D
131o11`
A
1.10
B
1.0
C
1.20
D
1.15
A
CPM
B
Bar chart
C
Abacus chart
D
PERT
A
2.25
B
20
C
0.2
D
65
A
25 to 30 m
B
12 to 20 m
C
20 to 25 m
D
3 to 8 m
A
ABC analysis
B
GOLF analysis
C
FSN analysis
D
PERT analysis
A
addition of solid grains
B
addition of air voids
C
removal of air voids
D
removal of water voids
A
1934
B
1939
C
1947
D
1940
A
To prevent head on collision between vehicles moving in opposite directions on adjacent directions
B
To provide structural stability and support to the edges
C
Act as service lanes
D
To serve as emergency lanes
A
Pi = 5
B
Pi = 2
C
Pi = 9
D
Pi = 3
A
Triangular
B
Square
C
Trapezoidal
D
Parabolic
A
Detention basins
B
Retarding Reservoir
C
Extending basin
D
Control reservoirs
A
Increase the weight of the dam by 20%
B
Decrease the weight of the dam by 20%
C
Increase the uplift by 20%
D
Decrease the uplift by 10%
A
120o
B
240o
C
180o
D
60o
A
10 cm and 3 cm
B
11.7 cm and 1.5 cm
C
10 cm and 2.73 cm
D
10 cm and 2.5 cm
A
0.92 m
B
1.0 m
C
0.82 m
D
0.72 m
A
Equal in all directions
B
Zero at any point
C
Not equal in all directions
D
No changes
A
Earnest money deposit
B
Extra money deposit
C
Earliest money deposit
D
Essential money deposit
A
6 m
B
12 m
C
10 m
D
18 m