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A
Lord William Bentinck
B
Lord Dalhousie
C
Lord Lytton
D
Lord Curzon
A
6.66
B
4.3
C
1.9
D
5.33
A
lemniscate
B
circular
C
cubic parabola
D
spiral
A
Sum of BS - Sum of FS = Last RL - First RL
B
Sum of BS - Sum of FS = First RL - Last RL
C
Sum of FS - Sum of BS = Last RL - First RL
D
Sum of FS - Sum of BS = First RL - Last RL
A
300 mm
B
250 mm
C
400 mm
D
270 mm
A
Jim Crow
B
Rail tong
C
Crowbar
D
Wire Claw
A
seepage
B
shear strength
C
lateral earth pressure
D
maximum dry density
A
70 g/cm square
B
450 g/cm square
C
150 g/cm square
D
300 g/cm square
A
proceed
B
proceed cautiously
C
stop
D
terminate
A
Gap graded
B
Well graded
C
Poorly graded
D
Uniformly graded
A
Overhanging vertical cliff
B
Steeper slope
C
For a pond
D
For a hillock
A
same
B
co-planner
C
separate
D
different
A
20 mm
B
30 mm
C
25 mm
D
40 mm
A
Howrah and Hooghly
B
Howrah and Delhi
C
Hooghly and Delhi
D
Bombay and Delhi
A
Adjustable Cross Staff
B
Open Cross Staff
C
French Cross Staff
D
Vernier Cross Staff
A
5 - 10 sec
B
2 - 5 sec
C
10 - 20 sec
D
Above 20 sec
A
To increase the visibility at curves
B
To provide adequate stability to the roadway and to the slope
C
To provide good drainage
D
To increase the speed at hill roads
A
1.5 mg/l
B
0.5 mg/l
C
0.05 mg/l
D
5 mg/l
A
Clayey soils
B
Non plastic silts
C
Bitumen mixes
D
Fine sands
A
water recycling, toilet flushing
B
pre-chlorination, washing utensil
C
water filtration, bathing
D
multiple elutriations, for cooking