Our experts have gathered these Estimation and Costing MCQs through research, and we hope that you will be able to see how much knowledge base you have for the subject of Estimation and Costing by answering these multiple-choice questions.
Get started now by scrolling down!
A. Ordinary cuttings up to 1 m
B. Surface dressing up to 15 cm depths
C. Both surface dressing up to 15 cm depths and Surface excavation up to 30 cm depths
D. Both Ordinary cuttings up to 1 m and surface dressing up to 15 cm depths
E. Surface excavation up to 30 cm depths
A. It is provided a cleaning eye at the top of the trap
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. It is provided in between the lower end of the house drain and the street sewer
E. The water seal is less than that of ordinary traps.
A. Pipes are classified according to their sizes and quality
B. Pipes laid in trenches and pipes fixed to walls are measured separately
C. All these
D. In laying pipes, the method of jointing and fixing is specifically specified
E. Cutting through walls and floors are included with the item
A. D/4 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas]
B. D [first area + last area + ∑ Even area + 2 ∑ odd areas]
C. D/3 [first area + last area + 4 ∑ Even area + 2 ∑ odd areas]
D. D/2 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas].
A. Floors
B. Wall panels
C. Root slabs
D. D.P.C.
E. All these
A. 15 cm
B. 20 cm
C. None of these.
D. 10 cm
A. Setting and laying
B. Bed concreting
C. All of these.
D. Connection to drains
A. 26, 500 m3
B. 26, 000 m3
C. 27, 500 m3
D. 27, 000 m3
A. Reinforced brick work
B. Brick edging
C. Broken glass coping
D. Brick work in arches.
A. 90 cm
B. 75 cm
C. 80 cm
D. 70 cm
A. 2.5 sq m
B. 4.0 sq m
C. 10 sq m
D. 6.0 sq m
E. 8.0 sq m
A. Internal shaft for sanitary installations up to 2 sq m. in area
B. Area of cantilevered porch.
C. Lift and wall including landing
D. Area of stair cover
E. Area of the walls at the floor level
A. All these
B. Dimension should be measured correct to 0.01 m
C. Volume should be measured correct to O.Olcum
D. Area should be measured correct to 0.01 sqm
A. 10 sqm
B. 2.5 sqm
C. 7.5 sqm
D. 5.0 sqm
A. 80 cm
B. 60 cm
C. 70 cm
D. 75 cm to 80 cm
A. 0.247 m3
B. 0.295 m3
C. 0.274 m3
D. 0.200 m3
A. The mean depth is the average of depths of two consecutive sections
B. The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two sections
C. The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections
D. The area of mid-sections is calculated by using mean depth
A. The bending of bars near supports is generally at 45°
B. The bent up bars at a support resist the sharing force
C. All these
D. The bent up bars at a support resist the negative bending moment
A. Breadth, length, height
B. Length, breadth, height
C. None of these.
D. Height, breadth, length
A. 1.80 litres for 5 to 10 users
B. 1.20 litres for 15 users
C. 1.35 for 20 users
D. All these