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Estimating and Costing
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The correct prismoidal formula for volume is
D [first area + last area + ∑ Even area + 2 ∑ odd areas]
[first area + last area + 4 ∑ Even area + 2 ∑ odd areas]
[first area + last area + 2 ∑ Even area + 4 ∑ odd areas].
[first area + last area + 2 ∑ Even area + 4 ∑ odd areas]
The main factor to be considered while preparing a detailed estimate, is
Transportation of materials
Location of site and local labour charges
Availability of materials
Quantity of the materials
All the above.
The expected out turn of 12 mm plastering with cement mortar is
10 sq m
8.0 sq m
2.5 sq m
4.0 sq m
6.0 sq m
In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and
half breadth of wall on each side
one fourth breadth of wall on each side
None of these.
breadth of the wall
The following item of earth work is not measured separately
dead men
Site clearence
All the above.
Steps in deep exavaction
Setting out of works
Berms are provided in canals if these are
fully in excavation
fully in embankment
partly in excavtion and partly in embankment
All the above.
The volume is measured correct to the nearest
0.04 cum
0.02 cum
0.05 sum
0.01 cum
0.03 cum
The measurement is made in square metre in case of
R.C.C. structure
Cement concrete in foundation
Hollow concrete block wall
None of these.
Concrete fencing posts
The expected out turn of half brick partition wall per mason per day is
5.0 m2
4.0 m2
2.0 m3
1.5 m3
In case of laying gullies, siphons, intercepting traps, the cost includes
Connection to drains
Bed concreting
All of these.
Setting and laying
Anti-siphonage pipe is connected to
Bottom of P trap W.C.
Main soil pipe
Side of water closet.
Top of P trap W.C.
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centreline.
It subtends 180° at thecentre.
If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved
27, 000 m3
26, 000 m3
26, 500 m3
27, 500 m3
Pick up the item whose weight is added to the weight of respective item, is
Distance separators
bolts
All the above.
brackets
Cleats
According to ISI method of measurement, the order of the sequence is
None of these.
Length, breadth, height
Breadth, length, height
Height, length, breadth
For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is
0.200 m3
0.247 m3
0.295 m3
0.274 m3
The area is measured correct to the nearest
0.01 sqm
0.02 sqm
0.04 sqm
0.05 sqm
0.03 sqm
Carpet area does not include the area of
kitchen and pantry
verandah, corridor and passage
the walls along with doors and other openings
bath room and lavatory
All the above.
For the construction of buildings, the subheads of the estimate are
Brickwork Flooring, Wood work, Steel work
Earthwork, Concrete work, Brick work
Plastering or pointing, finishing, water supply and sanitary work
Brickwork, Stone work, Roofing
All the above.
The brick work is not measured in cu m in case of
Half brick wall.
Reinforced brick work
Brick work in arches
One or more than one brick wall
For 100 sq. m cement concrete
(1 : 2:
4) 4 cm thick floor, the quantity of cement required, is
0.98 m3
0.94 m3
0.90 m3
1.00 m3
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