Estimating Costing and Valuation MCQ - Set 08 - ObjectiveBooks

# Practice Test: Question Set - 08

1. The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is
(A) 3250 m3
(B) 3225 m3
(C) 3275 m3
(D) 3300 m3

2. Pick up the item of work not included in the plinth area estimate
(A) Wall thickness
(B) Room area
(C) W.C. area
(D) Courtyard area

3. The minimum width of a septic tank is taken
(A) 70 cm
(B) 75 cm
(C) 80 cm
(D) 90 cm

4. Pick up the item whose weight is added to the weight of respective item, is
(A) Cleats
(B) Brackets
(C) Bolts
(D) All the above

5. The expected out turn for earth work in excavation in ordinary soil per workman per day is
(A) 1.00 cum
(B) 2.00 cum
(C) 3.00 cum
(D) 4.00 cum

6. The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is
(A) 1.00 m3
(B) 1.25 m3
(C) 1.50 m3
(D) 1.75 m3

7. The brick work is measured in sq metre, in case of
(A) Honey comb brick work
(B) Brick flat soling
(C) Half brick walls or the partition
(D) All the above

8. The height of the sink of wash basin above floor level is kept
(A) 60 cm
(B) 70 cm
(C) 75 cm to 80 cm
(D) 80 cm

9. For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is
(A) 0.200 m3
(B) 0.247 m3
(C) 0.274 m3
(D) 0.295 m3

10. The item of steel work which is measured in sq.m, is
(A) Collapsible gates
(B) Rolling shutters
(C) Ventilators and glazing
(D) All the above

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