A. Ordinary cuttings up to 1 m

B. Surface dressing up to 15 cm depths

C. Surface excavation up to 30 cm depths

A. At every change of direction

C. At every change of gradient

D. At every 30 m intervals

A. Cutting

B. Excavation

C. Surface dressing

B. 0.02 sqm

C. 0.03 sqm

D. 0.04 sqm

A. Availability of materials

C. Quantity of the materials

D. Transportation of materials

B. Dimension should be measured correct to 0.01 m

C. Volume should be measured correct to 0.01 cum

D. Area should be measured correct to 0.01 sqm

A. None of these

B. (6 + 18) chains

D. (6 + 15) chains

B. D.P.C. (Damp proof course)

C. Concrete Jeffries

D. Form works

A. 1.20 litres for 15 users

B. 1.80 litres for 5 to 10 users

D. 1.35 for 20 users

B. 3.5 m3

C. 2.5 m3

D. 1.5 m 3

A. Setting and laying

B. Connection to drains

D. Bed concreting

A. 20 cm

B. 15 cm

C. None of these

A. L (0.42 d)

C. L + 0.42 d

D. L (2 0.4 d)

A. None of these

B. Height, length, breadth

D. Breadth, length, height

A. One fourth breadth of wall on each side

B. Breadth of the wall

D. None of these

B. Floors

C. Root slabs

D. Wall panels

A. Prismoidal formula

C. Mid-section formula

D. Trapezoidal formula

B. The centre line is worked out separately for different sections of walls of a building

C. The centre line length is reduced by half the layer of main wall joining the partition wall

D. Product of the centre line of the walls and area of cross-section of any item, gives total quantity of the item

A. Cube rate estimate

B. Preliminary estimate

C. Plinth area estimate

A. 10 sqm

B. 2.5 sqm

D. 5.0 sqm

A. Steps in deep excavation

C. Setting out of works

D. Site clearance

B. Specifications of materials

C. Specifications of works

D. Proportion of mortar

A. Circular buildings

C. Hexagonal buildings

D. Octagonal buildings

A. Building work

B. Columns, lintels, copings

D. Wall facing

A. Cubic metre for area

B. Metre for length

C. Square metres for volume

A. 25 cm 13 cm 7.5 cm

C. 23 cm 11.5 cm 7.5 cm

A. 1000 m 3

B. 500 m3

D. 2000 m3

A. In thin slabs, 12 mm minimum or diameter of the bar whichever is more

B. For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more

C. At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar

A. [sb + r (2bd + sd)]/(r s5)

B. [sb + r (2bd + sd)]/(r s)

D. None of these

A. 6.0 sq m

B. 2.5 sq m

C. 4.0 sq m

B. Water closets

C. Flushing pipes

D. Lavatory basins

A. Hollow concrete block wall

B. R.C.C. structure

D. Cement concrete in foundation

A. Area of the walls at the floor level

B. Lift and wall including landing

C. Internal shaft for sanitary installations up to 2 sq m. in area

A. Earth work in excavation

C. Excavation in trenches for foundation

D. Rock cutting

B. Bath room and lavatory

C. The walls along with doors and other openings

D. Kitchen and pantry

A. Brick edging

B. Reinforced brick work

D. Brick work in arches

A. The mid-area of a pyramid is half the average area of the ends

B. The volume of the Prismoidal is over-estimated and hence a Prismoidal correction is applied

C. The end sections are parallel planes

A. Collapsible gates with rails

A. Right angle to the centre line

C. 30 metres apart

D. Intermediate points having abrupt change in gradient

B. 2.00%

C. 4.00%

D. 2.50%

A. The mean depth is the average of depths of two consecutive sections

B. The area of mid-sections is calculated by using mean depth

D. The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections

A. Intercepting trap

C. Master trap

D. Interception manhole

A. Brickwork Flooring, Wood work, Steel work

B. Brickwork, Stone work, Roofing

D. Earthwork, Concrete work, Brick work

A. b rd)/(r + s)

B. b rd)/(s r)

C. (b + rd)/(r s)

A. Side of water closet

C. Bottom of P trap W.C.

D. Main soil pipe

A. 26,500 m3

B. 27,000 m3

D. 26,000 m3

A. Reinforced brick work

C. One or more than one brick wall

D. Brick work in arches

A. Rs. 400

B. Rs. 500

D. Rs. 425

A. The earthwork calculation in excavation is made from the difference in levels obtained with a level

B. The earth work in excavation to form the road embankment includes the formation of correct profile and depositing the soil in layers

C. In order to check up the average depth of excavation, Dead man s are left at the mid-widths of borrow pits

B. D/3 [first area + last area + 2 Even area + 4 odd areas]

C. D [first area + last area + Even area + 2 odd areas]

D. D/6 [first area + odd areas]