Time Left : 00:00
A
0.78
B
0.81
C
0.68
D
0.71
A
70 - 80 %
B
More than 90%
C
85 to 90 %
D
50-60%
A
Open cut
B
Open tunnel
C
Close Conduit
D
Trace cut
A
50-60 dBA
B
25-35 dBA
C
35-45 dBA
D
40-50 dBA
A
Applied Force and Normal Reaction
B
Frictional Force and Normal Reaction
C
Resultant and normal reaction
D
Frictional Force and Resultant
A
Canal outlet
B
Level crossings
C
Module
D
Canal inlet
A
Crash time
B
Between normal time and crash time
C
Normal time
D
Optimistic time
A
Triple column cash book
B
Petty cash book
C
Simple cash book
D
Double column cash book
A
Contour map
B
Horizontal equivalent
C
Contour line
D
Contour interval
A
13oE
B
77oN
C
23oS
D
13oW
A
EPC contract
B
BOT contract
C
HAM contract
D
Item rate contract
A
Superstructure
B
Sub-structure
C
Adjoining structure
D
Masonry structure
A
799.307
B
799.305 m
C
801.974 m
D
801.976 m
A
Black Soils
B
Dry Soils
C
Red Soils
D
Wet Soils
A
6 to 7 m
B
4.5 to 6 m
C
3 to 3.3 m
D
1.2 to 1.5 m
A
1
B
0.05
C
0.07
D
0.08
A
Radial or star and block pattern
B
Radial or star and grid pattern
C
Hexagonal pattern
D
Rectangle or block pattern
A
overhanging
B
continuous
C
cantilever
D
simply supported
A
Moisture content
B
Optimum water content
C
Critical water content
D
Zero air void
A
Open tender
B
Lump-sum contract
C
Item rate contract
D
BOT