1. Pick up the excavation where measurements are made in square metres for payment.
a) Ordinary cuttings up to 1 m
b) surface dressing up to 15 cm depths
c) Surface excavation up to 30 cm depths
d) Both (b) and (c)
a) Ordinary cuttings up to 1 m
b) surface dressing up to 15 cm depths
c) Surface excavation up to 30 cm depths
d) Both (b) and (c)
a) 2.5 sqm
b) 5.0 sqm
c) 7.5 sqm
d) 10 sqm
a) 26, 000 m 3
b) 26, 500 m 3
c) 27, 000 m 3
d) 27, 500 m 3
a) Length, breadth, height
b) Breadth, length, height
c) Height, breadth, length
d) None of these.
a) 1.80 litres for 5 to 10 users
b) 1.20 litres for 15 users
c) 1.35 for 20 users
d) All the above.
a) Wall thickness
b) Room area
c) Verandah area
d) Courtyard area.
a) The bent up bars at a support resist the negative bending moment
b) The bent up bars at a support resist the sharing force
c) The bending of bars near supports is generally at 45°
d) All the above.
a) Honey comb brick work
b) Brick flat soling
c) Half brick walls or the partition
d) All the above.
a) 10 cm
b) 15 cm
c) 20 cm
d) None of these.
a) Pipes laid in trenches and pipes fixed to walls are measured separately
b) Pipes are classified according to their sizes and quality
c) In laying pipes, the method of jointing and fixing is specifically specified
d) All the above.
a) Setting and laying
b) Bed concreting
c) Connection to drains
d) All of these.
a) D [first area + last area + ∑ Even area + 2 ∑ odd areas]
b) (D/3) * [first area + last area + 4 ∑ Even area + 2 ∑ odd areas]
c) (D/3) * [first area + last area + 2 ∑ Even area + 4 ∑ odd areas]
d) (D/6) * [first area + last area + 2 ∑ Even area + 4 ∑ odd areas].
a) breadth of the wall
b) half breadth of wall on each side
c) one fourth breadth of wall on each side
d) None of these.
a) 60 cm
b) 70 cm
c) 75 cm to 80 cm
d) 80 cm
a) Dimension should be measured correct to 0.01 m
b) Area should be measured correct to 0.01 m 2
c) Volume should be measured correct to O.O1 m 3
d) All the above.
a) It is provided in between the lower end of the house drain and the street sewer
b) The height of fresh air inlet pipe fixed vertically with wall is 3 m
c) The mica flap valve which opens inwards only, is fitted at the top of the inlet pipe
d) The water seal is less than that of ordinary traps.
a) Root slabs
b) Floors
c) D.P.C.
d) All the above.
a) The estimated value of the work excluding the amount for contigencies, work charged establishment, tool and plants, is called work value
b) The actual expenditure involved to complete a work including incidental, establishment and travelling charges, is called actual cost
c) The order of a competent authority sanctioning a properly detailed estimate of the cost of a work of construction or repair is called technical sanction
d) All the above.
a) 1.5 m 3
b) 2.5 m 3
c) 3.5 m 3
d) 5.0 m 3
a)
b)
c)
d) None of these
a) area of the walls at the floor level
b) internal shaft for sanitary installations up to 2 sq m. in area
c) lift and wall including landing
d) area of cantilevered porch.
a) 0.200 m 3
b) 0.247 m 3
c) 0.274 m 3
d) 0.295 m 3
a) 70 cm
b) 75 cm
c) 80 cm
d) 90 cm
a) Reinforced brick work
b) Broken glass coping
c) Brick edging
d) Brick work in arches.
a) at every change of direction
b) at every change of gradient
c) at the point where vertical soil pipe joins the house drain
d) All the above.
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
c) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two sections
d) (a), (b) and (c) of the above.
a) Collapsible gates
b) Rolling shutters
c) Ventilators and glazing.
d) All the above.
a) 400 mm
b) 450 mm
c) 500 mm
d) 550 mm
a) d x d x s
b) sqrt (d2 x (ds)2)
c) L.D sqrt( 1 + s2)
d) 2 L.D sqrt( 1 + s2)
a) Mid-section formula
b) Trapezoidal formula
c) Prismoidal formula
d) All the above.
a) Detailed estimate
b) Preliminary estimate
c) Cube rate estimate
d) None of these.
a) 2.5 sq m
b) 4.0 sq m
c) 6.0 sq m
d) 8.0 sq m
a) Quantity of the materials
b) Availability of materials
c) Location of site and local labour charges
d) All the above.
a) Cub.m
b) Sq m
c) Metres
d) None of these
a) (6 + 15) chains
b) (6 + 12) chains
c) (6 + 18) chains
d) None of these.
a) 0.01 sqm
b) 0.02 sqm
c) 0.03 sqm
d) 0.04 sqm
a) Water closets
b) Flushing pipes
c) Sinks
d) All the above.
a) 0.01 cum
b) 0.02 cum
c) 0.03 cum
d) 0.04 cum
a) The earth work of cutting in trenches or borrow pits in fairly uniform ground is measured with the help of average depths of the dead men
b) The earth work in trenches or borrow pits in irregular ground is measured by taking the difference in levels before and after completion of work
c) The earth work in trenches or borrow pits, where neither a nor b is feasible, are measured from the fillings after deduction of voids
d) All the above.
a) Cleats
b) Brackets
c) Bolts
d) All the above.
a) L + 0.42 d
b) L + 2 x 0.42 d
c) L - 0.42 d
d) L - 2 x 0.4 d
a) at the end of reminforcing bar, not less than 25 mm or twice the diameter of the bar
b) in thin slabs, 12 mm minimum or diameter of the bar whichever is more
c) for reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more
d) All the above.
a) Excavation
b) Surface dressing
c) Cutting
d) Surface excavation.
a) Dimensions are measured to the nearest 0.01 m
b) Areas are measured to the nearest 0.01 sq.m
c) Cubic contents are measured to the nearest 0.1 cm m
d) Weights are measured to the nearest 0.001 tonnes
a) 30 D
b) 40 D
c) 53 D
d) 59 D
a) D.P.C. (Damp proof course)
b) Form works
c) Concrete Jaffries
d) R.C. Chhajja.
a) Length, breadth, height
b) Breadth, length, height
c) Height, length, breadth
d) None of these.
a) The end sections are parallel planes
b) The mid-area of a pyramid is half the average area of the ends
c) The volume of the prismoidal is over-es-timted and hence a prismoidal correction is applied
d) All the above.
a) right angle to the centre line
b) 30 metres apart
c) the starting end points of the curves
d) All the above.
a) 20 minutes
b) 25 minutes
c) 30 minutes
d) 40 minutes
a) 0.90 m3
b) 0.94 m3
c) 0.98 m3
d) 1.00 m3
a) Earthwork, Concrete work, Brick work
b) Brickwork, Stone work, Roofing
c) Plastering or pointing, finishing, water supply and sanitary work
d) All the above.
a) Wall facing
b) Columns, lintels, copings
c) Dressed stones in Chajjas
d) (a) and (c) of the above.
a) Circular buildings
b) Hexagonal buildings
c) Other geometrical shaped buildings
d) All the above.
a) 25 cm
b) 30 cm
c) 40 cm
d) 45 cm
a) The total length of centre line of four walls is 20 m
b) Length of long wall out-to-out is 6.80 m
c) Length of short walls in-to-in is 3.20 m
d) All the above.
a) Bib-cocks
b) Stop-cocks
c) Ball valves
d) All the above.
a) 500 m 3
b) 1000 m 3
c) 1500 m 3
d) 2000 m 3
a) 1.00 cubic meter
b) 2.00 cubic meter
c) 3.00 cubic meter
d) 4.00 cubic meter
a) Main soil pipe
b) Bottom of P trap W.C.
c) Top of P trap W.C.
d) Side of water closet.
a) The built up covered area at the floor level of any storey of a building is called plinth area
b) The usable covered area of the rooms of any storey of a building is called carpet area
c) The carpet area of a building along with area of its kitchen, pantry, store, lavatory, bath room and glazed verandah, is called floor area
d) None of these.
a) the walls along with doors and other openings
b) verandah, corridor and passage
c) kitchen and pantry
d) All the above.
a) Master trap
b) Intercepting trap
c) Interception manhole
d) All the above.
a) Lead is the average horizontal straight distance between the borrow pit and the place of spreading soil
b) The lead is calculated for each block of the excavated area
c) The unit of lead is 50 m for a distance upto 500 m
d) The unit of lead is 1 km where the lead exceeds 2 km.
a) Product of the centre line of the walls and area of cross-section of any item, gives total quantity of the item
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) All the above.
a) Pointing is measured in sq.m
b) Plastering is measured in sq.m
c) Glazing is measured in sq.m
d) All the above.
a) 1.5 m 3
b) 2.0 m 3
c) 4.0 m 2
d) 5.0 m 2
a) B + d + Sd
b) Bd + Sd2
c) B x d - Sd1/2
d) (1/2)*(Bd + Sd2 )
a) 100%
b) 75%
c) 50%
d) 25%
a)
b)
c)
d)
a) 23 cm x 11.5 cm x 7.5 cm
b) 25 cm x 13 cm x 7.5 cm
c) 19 cm x 9 cm x 9 cm
d) 20 cm x 10 cm x 10 cm
a) Metre for length
b) Cubic metre for area
c) Kilogram for weight
d) Litre for capacity
a) 8°
b) 10°
c) 12°
d) 14°
a) In a gully trap, a water seal of 6 to 7.5 cm is provided
b) The gully trap collects waste water from the kitchen, sink, wash basins, etc.
c) The gully trap disconnects the sullage drain from the main drainage system
d) The grating provided over gully traps is 23 cm square.
a) Collapsible gates with rails
b) Rolling shutters
c) Expanded metal wire netting
d) M.S. reinforcement of R.C.C. works.
a) 2.0%
b) 2.5%
c) 4.0%
d) 5.0%
a) The incidental expenses of a miscellaneous character which could not be predicted during preparation of the estimate, is called contingencies
b) Additional supervising staff engaged at work site, is called work charged establishment
c) Detailed specifications specify qualities, quantities and the proportions of materials to be used for a particular item
d) All the above.
a) 1.00 m 3
b) 1.25 m 3
c) 1.50 m 3
d) 1.75 m 3
a) If the bed level is above N.S.L. the canal is called fully in baking and the berms are designed as 3 d where d is full supply depth of water (F.S.D.)
b) Area of canal in cutting = BD + Sd2 where B = bed width, d = depth of cutting and S is the side slope
c) If F.S.L. is above N.S.L the canal is called partly in cutting and partly in filling and berms are designed as 2d where d is full supply depth
d) All the above.
a) Setting out of works
b) Site clearence
c) dead men
d) All the above.
a) In order to check up the average depth of excavation, 'Dead mans' are left at the mid-widths of borrow pits
b) The earthwork calculation in excavation is made from the difference in levels obtained with a level
c) The earth work in excavation to form the road embankment includes the formation of correct profile and depositing the soil in layers
d) All the above.
a) 3250 m 3
b) 3225 m 3
c) 3275 m 3
d) 3300 m 3
a) 100 mm
b) 150 mm
c) 200 mm
d) 175 mm
a) Bricks are paid per thousand
b) Cement is paid per 50 kg bag
c) Lime is paid per quintal
d) All the above.
a) 0.25 kg
b) 0.50 kg
c) 0.75 kg
d) 1.00 kg
a) Earth work in excavation
b) Rock cutting
c) Excavation in trenches for foundation
d) all the above.
a) No deduction is made for the volume occupied by reinforement
b) No deduction is made for volumes occupied by pipes, not exceeding 100 sq.cm in cross-section
c) No deductions are made for the ends of dissimilar structures up to 500 sq.cm cross-sectional area
d) None of these.
a) Cement concrete in foundation
b) R.C.C. structure
c) Hollow concrete block wall
d) None of these.
a) fully in excavation
b) partly in excavtion and partly in embankment
c) fully in embankment
d) All the above.
a) One or more than one brick wall
b) Brick work in arches
c) Reinforced brick work
d) Half brick wall.
a) 45 cm
b) 50 cm
c) 30 cm
d) 25 cm
a) Specifications of works
b) Proportion of mortar
c) Method of construction
d) All the above.
a) All pipes and fittings are classified according to their diameters
b) All pipes are measured along the centre line of the pipes in metres
c) Lead caulked joints are enumerated separately
d) All the above.