Dear Readers, Welcome to ESTIMATING and COSTING Interview Questions and Answers have been designed specially to get you acquainted with the nature of questions you may encounter during your Job interview for the subject of ESTIMATING and COSTING. These ESTIMATING and COSTING Questions are very important for campus placement test and job interviews. As per my experience good interviewers hardly plan to ask any particular questions during your Job interview and these model questions are asked in the online technical test and interview of many IT & Non IT Industries.
A. Earth work in excavation
B. Rock cutting
C. Excavation in trenches for foundation
D. All the above
ANS: D
A. Specifications of works
B. Specifications of materials
C. Proportion of mortar
D. All the above
ANS: D
A. Quantity of the materials
B. Availability of materials
C. Transportation of materials
D. All the above
ANS: D
A. The estimated value of the work excluding the amount for contingencies, 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 formal acceptance by the administrative department for incurring an expenditure on the work, is called administrative approval
D. All the above
ANS: D
A. 10 cm
B. 15 cm
C. 20 cm
D. None of these
ANS: A
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
ANS: D
A. Mid-section formula
B. Trapezoidal formula
C. Prismoidal formula
D. All the above
ANS: D
A. At the end of reinforcing 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
ANS: D
A. 500 m3
B. 1000 m 3
C. 1500 m3
D. 2000 m3
ANS: C
A. Metre for length
B. Cubic metre for area
C. Square metres for volume
D. Litre for capacity
ANS: D
A. In order to check up the average depth of excavation, ‘Dead man s’ 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
ANS: D
A. One or more than one brick wall
B. Brick work in arches
C. Reinforced brick work
D. Half brick wall
ANS: D
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 ANS: D
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-estimated and hence a Prismoidal correction is applied
D. All the above
ANS: D
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 original sections
D. All of the above
ANS: D
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
ANS: D
A. Right angle to the centre line
B. 30 metres apart
C. Intermediate points having abrupt change in gradient
D. All the above
ANS: D
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
ANS: D
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
ANS: D
A. 23 cm × 11.5 cm × 7.5 cm
B. 25 cm × 13 cm × 7.5 cm
C. 19 cm × 9 cm × 9 cm
D. 20 cm × 10 cm × 10 cm
ANS: C
A. Setting out of works
B. Site clearance
C. Steps in deep excavation
D. All the above
ANS: D
A. Cement concrete in foundation
B. R.C.C. structure
C. Hollow concrete block wall
D. None of these
ANS: D
A. [sb² + r² (2bd + sd)²]/(r² – s²)
B. [sb² + r² (2bd + sd)²]/(r² – s5)
C. [sb² + r² (2bd + sd)²]/(r – s)
D. None of these
ANS: A
A. Water closets
B. Flushing pipes
C. Lavatory basins
D. All the above
ANS: D
A. Excavation
B. Surface dressing
C. Cutting
D. Surface excavation
ANS: D
A. Earthwork, Concrete work, Brick work
B. Brickwork, Stone work, Roofing
C. Brickwork Flooring, Wood work, Steel work
D. All the above
ANS: D
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
ANS: D
A. b – rd)²/(r – s)
B. b – rd)²/(r + s)
C. ½ × (b + rd)²/(r – s)
D. b – rd)²/(s – r)
ANS: A
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
ANS: D
A. No deduction is made for the volume occupied by reinforcement B. No deduction is made for the openings upto 0.1 sq.m
C. No deduction is made for volumes occupied by pipes, not exceeding 100 sq.cm in cross-section
D. None of these
ANS: D
A. 45 cm
B. 50 cm
C. 30 cm
D. 25 cm
ANS: A
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.
ANS: D
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
ANS: D
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
ANS: B
A. 1.5 m 3
B. 2.5 m3
C. 3.5 m3
D. 5.0 m3
ANS: D
A. 400 mm
B. 450 mm
C. 500 mm
D. 550 mm
ANS: C
A. 0.01 sqm
B. 0.02 sqm
C. 0.03 sqm
D. 0.04 sqm
ANS: A
A. D.P.C. (Damp proof course)
B. Form works
C. Concrete Jeffries
D. R.C. Chhajja
ANS: D
A. 25 cm
B. 30 cm
C. 40 cm
D. 45 cm
ANS: B
A. Master trap
B. Intercepting trap
C. Interception manhole
D. All the above
ANS: D
A. 2.0 %
B. 2.5 %
C. 4.0 %
D. 5.0 %
ANS: D
A. Rs. 400
B. Rs. 425
C. Rs. 450
D. Rs. 500
ANS: C
A. 2.5 sqm
B. 5.0 sqm
C. 7.5 sqm
D. 10 sqm
ANS: C
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
ANS: D
A. Dimension should be measured correct to 0.01 m
B. Area should be measured correct to 0.01 sqm
C. Volume should be measured correct to 0.01 cum
D. All the above
ANS: D
A. Reinforced brick work
B. Broken glass coping
C. Brick edging
D. Brick work in arches
ANS: B
A. Detailed estimate
B. Preliminary estimate
C. Plinth area estimate
D. Cube rate estimate
ANS: A
A. (6 + 15) chains
B. (6 + 12) chains
C. (6 + 18) chains
D. None of these
ANS: B
A. Length, breadth, height
B. Breadth, length, height
C. Height, length, breadth
D. None of these
ANS: A
A. Main soil pipe
B. Bottom of P trap W.C.
C. Top of P trap W.C.
D. Side of water closet
ANS: C
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
ANS: B
A. Bricks are paid per thousand
B. Cement is paid per 50 kg bag
C. Lime is paid per quintal
D. All the above
ANS: D
A. All pipes and fittings are classified according to their diameters
B. The diameter of the pipes is the nominal diameter of internal bore
C. All pipes are measured along the centre line of the pipes in metres
D. All the above
ANS: D
A. 26,000 m3
B. 26,500 m3
C. 27,000 m3
D. 27,500 m3
ANS: D
A. Pipes laid in trenches and pipes fixed to walls are measured separately
B. Cutting through walls and floors are included with the item
C. Pipes are classified according to their sizes and quality
D. All the above
ANS: D
A. Root slabs
B. Floors
C. Wall panels
D. All the above
ANS: D
A. 2.5 sq m
B. 4.0 sq m
C. 6.0 sq m
D. 8.0 sq m
ANS: D
A. L + 0.42 d
B. L + (2 × 0.42 d)
C. L – (0.42 d)
D. L – (2 × 0.4 d)
ANS: B
A. Wall facing
B. Columns, lintels, copings
C. Building work
D. A. and D. of the above
ANS: D
A. The walls along with doors and other openings
B. Bath room and lavatory
C. Kitchen and pantry
D. All the above
ANS: D
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
ANS: D
A. ½ ( + + ) h
B. ( ) h + sb²
C. ( + ) + 2sh²
D. 2 [( + ) (b + sh²)]
ANS: C
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 + odd areas]
ANS: B
A. Setting and laying
B. Bed concreting
C. Connection to drains
D. All of these
ANS: D
A. At every change of direction
B. At every change of gradient
C. At every 30 m intervals
D. All the above
ANS: D
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 cum
D. Weights are measured to the nearest 0.001 tonnes
ANS: C
A. Circular buildings
B. Hexagonal buildings
C. Octagonal buildings
D. All the above
ANS: D
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 veranda, is called floor area
D. None of these
ANS: D
A. Collapsible gates with rails
B. Rolling shutters
C. Expanded metal wire netting
D. M.S. reinforcement of R.C.C. works
ANS: D
A. 100 mm
B. 150 mm
C. 200 mm
D. 175 mm
ANS: B
A. Length, breadth, height
B. Breadth, length, height
C. Height, breadth, length
D. None of these
ANS: A
A. It is provided in between the lower end of the house drain and the street sewer
B. It is provided a cleaning eye at the top of the trap
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
ANS: D
A. d × d × s
B. d2 × ( ds)2]
C. L.D 1 + s2)
D. 2 L.D 1 + s 2)
ANS: C
The detention
A. 20 minutes
B. 25 minutes
C. 30 minutes
D. 40 minutes
ANS: C
A. B + d + Sd
B. Bd + Sd2
C. B × d – Sd1/2
D. ½ (Bd + Sd2)
ANS: B
A. 3250 m3
B. 3225 m3
C. 3275 m3
D. 3300 m3
ANS: B
A. Wall thickness
B. Room area
C. W.C. area
D. Courtyard area
ANS: D
A. 70 cm
B. 75 cm
C. 80 cm
D. 90 cm
ANS: B
A. Cleats
B. Brackets
C. Bolts
D. All the above
ANS: D
A. 1.00 cum
B. 2.00 cum
C. 3.00 cum
D. 4.00 cum
ANS: C
A. 1.00 m3
B. 1.25 m3
C. 1.50 m3
D. 1.75 m3
ANS: B
A. Honey comb brick work
B. Brick flat soling
C. Half brick walls or the partition
D. All the above
ANS: D
A. 60 cm
B. 70 cm
C. 75 cm to 80 cm
D. 80 cm
ANS: C
A. 0.200 m3
B. 0.247 m3
C. 0.274 m3
D. 0.295 m3
ANS: C
A. Collapsible gates
B. Rolling shutters
C. Ventilators and glazing
D. All the above
ANS: D
A. Cub. m
B. Sq. m
C. Metres
D. None of these
ANS: B
A. 0.01 cum
B. 0.02 cum
C. 0.03 cum
D. 0.04 cum
ANS: A
A. 30 D
B. 39 D
C. 50 D
D. 59 D
ANS: D
A. 0.90 m3
B. 0.94 m3
C. 0.98 m3
D. 1.00 m3
ANS: B
A. Bib-cocks
B. Stop-cocks
C. Ball valves
D. All the above
ANS: D
A. 1.5 m 3
B. 2.0 m3
C. 4.0 m2
D. 5.0 m2
ANS: B
A. 100 %
B. 75 %
C. 50 %
D. 25 %
ANS: C
A. 8°
B. 10°
C. 12°
D. 14°
ANS: D
A. 0.25 kg
B. 0.50 kg
C. 0.75 kg
D. 1.00 kg
ANS: D
A. Fully in excavation
B. Partly in excavation and partly in embankment
C. Fully in embankment
D. All the above
ANS: B