(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
A. (i) and (iii)
300 to 350 mm
400 to 450 mm
500 to 550 mm
600 to 650 mm
Pile formation
Raft foundation
Grillage foundation
None of these
Column footing
Grillage footing
Raft footing
All the above
Ranging rod
Steel tape
Levelling staff
Boning rod
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course
H-pile
Screw pile
Disc pile
Pipe pile
Soffit
Intrados
Haunch
Back
Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Centring
Actual laying of arch work
Striking of centring
None of the above
Stone steps
Built up steps
Spandril steps
None of these
Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole
Caving or mixing of strata are caused in soft soils or cohesionless soils
The soil to a considerable depth below the bottom of the hole gets disturbed
All the above
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
Ground level
Plinth level
Water table level
Midway ground level and water-table level
The first coat of stucco plaster is called scratch coat
The second coat of stucco plaster is called brown coat
The third coat of stucco plaster is called white coat
All the above
2.5 m
3.5 m
4.5 m
5.5 m
Round steps
Angular steps
Winders
Radial steps
Shed roof
Gable end roof
Hipped roof
Gambrel roof
Spandril
Haunch
Springing
Soffit
Dubbing
Hacking
Blistering
Peeling
Reverberation
Echo
Intensity of sound
Interference
Cornice
Coping
Frieze
Lintel
Granite
Marble
Sand stone
Slate
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
Retaining wall
Breast wall
Buttress
Parapet wall
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
Horizontal D.P.C. is provided at plinth level in internal walls
D.P.C. is provided under door and verandah openings
Vertical D.P.C. is not provided in internal walls
Cement concrete is a rigid damp-proofing material
2 metres
2.5 metres
3 metres
None of the above