If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by
A. Mid-section formula
B. Trapezoidal formula
C. Prismoidal formula
D. All the above
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Size, capacity and materials need be specified for
A. Bib-cocks
B. Stop-cocks
C. Ball valves
D. All the above
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The expected out turn of 12 mm plastering with cement mortar is
A. 2.5 sq m
B. 4.0 sq m
C. 6.0 sq m
D. 8.0 sq m
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The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as
A. Excavation
B. Surface dressing
C. Cutting
D. Surface excavation
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If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is
A. B + d + Sd
B. Bd + S d 2
C. B × d − S d 2 1
D. 2 1 ( Bd + S d 2 )
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The rate of payment is made for 100 cu m (per % cu m) in case of
A. Earth work in excavation
B. Rock cutting
C. Excavation in trenches for foundation
D. All the above
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Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds
A. 2.0 %
B. 2.5 %
C. 4.0 %
D. 5.0 %
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The value of 'A' of Indian type W.C. shown in the given figure is:
A. 25 cm
B. 30 cm
C. 40 cm
D. 45 cm
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The value of 'C' of Indian type W.C. shown in the given figure is:
A. 400 mm
B. 450 mm
C. 500 mm
D. 550 mm
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The value of 'B' of Indian type W.C. shown in the given figure is:
A. 45 cm
B. 50 cm
C. 30 cm
D. 25 cm
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The area of the cross-section of a road fully in banking shown in the given figure, is
A. r 2 − s 2 s b 2 + r 2 ( 2 bd + sd ) 2
B. r 2 − s 5 s b 2 + r 2 ( 2 bd + sd ) 2
C. r − s s b 2 + r 2 ( 2 bd + sd ) 2
D. None of these
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A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is
A. 500 m3
B. 1000 m3
C. 1500 m3
D. 2000 m3
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The concrete work for the following part of the building of specified thickness is measured in square meters
A. Root slabs
B. Floors
C. Wall panels
D. All the above
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The expected out turn of cement concrete 1 : 2 : 4 per mason per day is
A. 1.5 m3
B. 2.5 m3
C. 3.5 m3
D. 5.0 m3
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The expected out turn of half brick partition wall per mason per day is
A. 1.5 m2
B. 2.0 m2
C. 4.0 m2
D. 5.0 m2
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The measurement is made in square metre in case of
A. Cement concrete in foundation
B. R.C.C. structure
C. Hollow concrete block wall
D. None of these
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The measurement is made for stone work in square metre in case of
A. Wall facing
B. Columns, lintels, copings
C. Building work
D. (A) and (B) of the above
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As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken
A. 1.80 liters for 5 to 10 users
B. 1.20 liters for 15 users
C. 1.35 for 20 users
D. All the above
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Pick up the correct statement in case of water supply.
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
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The cost of the earthwork in excavation for the surface drain of cross-section shown in the given figure for a total length of 5 metres @ Rs. 450% cum, is
A. Rs. 400
B. Rs. 425
C. Rs. 450
D. Rs. 500
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