08. 4 main points about check list for Shuttering works
are––– 4

i)


ii)


iii)


iv)

09. 4 main points about check list for Concreting works
are––– 4

i)


ii)


iii)


iv)

10. 4 main points about check list for Plaster works
are––– 4

i)


ii)


iii)
iv)
11. 4 main points about check list for Brick works are––
– 4

i)


ii)


iii)


iv)

12. 3 main points about Project delaying factors are–––
3

i)

ii)
iii)


13. Write down 60-grade M.S. deformed bar
specification. 3


14. 3000 psi concrete means:
1

15. 4 main points about methods of wastage control are––
– 4

i)
ii)

iii)
iv)
16. 1 main point about reasons for your honesty is :
1

17. Water cement mixing in hopper less mixture machine
is better than hopper mixture machine because: 1


18. 2 main points about your role during roof casting
are–––– 2
i)
ii)
19. a. The weight of 3333m deform bar of 24.5 mm dia
is…… 1
b. The weight of 300 rft plain bar of dia 1
is……. 1
20. The types of slumps are–––
3
i)
ii)
iii)
21. 4 main points about the causes of cylinder failure
are––– 2
i)
ii)


iii)
iv)

22. Detection of a beam & a girder are––––
2

i)
ii)
23. Curing is needed for––––
1
24. The types of slabs in respect of size & shape are–––
5

In respect of size: i)

ii)

In respect of Shape i)

ii)

iii)
25. The types of Column in respect of size & shape are––
– 9

In respect of size: i)
ii)



In respect of Shape: i)
ii)
iii)
iv)
v)
vi)
vii)
26. 3 field tests & 3 Laboratory tests of bricks are–––
6

Field tests: i)
ii)
iii)

Lab test: i)
ii)
iii)
27. 2 field tests & 1 Laboratory tests of sand are–––
3

Field tests: i)
ii)

Lab test: i)
28. 1 field tests & 1 Laboratory tests of M.S rod are–––
2

Field tests: i)

Lab test: i)
29. a. The % of water absorbs by brick chips: ……………
1

b. The % of water absorbs by Stone chips: ……………
1

30. In respect of design:
5
a. The % of strength gains by concrete in 28 days=

b. The % of strength gains by concrete in 14 days=

c. The % of strength gains by concrete in 07 days=

d. The % of strength gains by concrete in 03 days=

e. The % of strength gains by concrete in 28 days
without curing =