Practice Test: Question Set - 01
1. Which cement concrete proportion is used for damp proofing first class building?
- (A) 1 : 1.5 : 3
- (B) 1 : 2 : 4
- (C) 1 : 2 : 6
- (D) 1 : 4 : 8
2. What quantity of stone is required for 1 m3 of rubble masonry?
- (A) 0.5 cu.m
- (B) 0.75 cu.m
- (C) 1.00 cu.m
- (D) 1.25 cu.m
3. What is the area by trapezoidal rule?
- (A) 764.5 m2
- (B) 770.5 m2
- (C) 780.5 m2
- (D) 790.5 m2
4. Who prepares the schedule of rates?
- (A) Engineering
department
- (B) Contractors
- (C) Private
agencies
- (D) Government
agencies
5. What is the out-turn of mason constructing stone arch work?
- (A) 0.40 cu.m
- (B) 0.55 cu.m
- (C) 0.80 cu.m
- (D) 0.90 cu.m
6. Which cement concrete proportion is used for damp proofing first class building?
- (A) 1 : 1.5 : 3
- (B) 1 : 2 : 4
- (C) 1 : 2 : 6
- (D) 1 : 4 : 8
7. What quantity of stone is required for 1 m3 of rubble masonry?
- (A) 0.5 cu.m
- (B) 0.75 cu.m
- (C) 1.00 cu.m
- (D) 1.25 cu.m
8. What material is specified for the plinth of 1st class building?
- (A) First class
brick work in cement mortar 1:6
- (B) Second class
brick work in cement mortar
- (C) Third class
brick work in cement mortar
- (D) Sum dried
brick work in mud mortar
9. Who prepares the schedule of rates?
- (A) Engineering
department
- (B) Contractors
- (C) Private
agencies
- (D) Government
agencies
10. What is the annual periodic payment for repayment of the capital amount invested by a party?
- (A) Capital cost
- (B) Annuity
- (C) Depreciation
- (D) Outgoings
11. What is the out-turn of mason constructing stone arch work?
- (A) 0.40 cu.m
- (B) 0.55 cu.m
- (C) 0.80 cu.m
- (D) 0.90 cu.m
12. How many nominal size bricks are required for 1m3 of brick work?
- (A) 500
- (B) 600
- (C) 700
- (D) 800
13. What is the equation for computation of volume by prismoidal formula?
- (A) V = (D/2) [A1
+ A2 + A3 + ……..+ An-1 + An]
- (B) V = (D/2) [A1
+ An) + 2(A2 + A3 + ……..+ An-1)
- (C) V = (D/3) [A1
+ An) + 2(A3 + A5 + ……..+ An-1) +
4(A2 + A4 + ……..+ An-2)]
- (D) V = (D/2) [A1
+ A2 + A3 + ……..+ An-1 + An]
14. What quantity of coarse aggregate is required for 100 m3 of 1:2:4 cement concrete?
- (A) 84 m3
- (B) 86 m3
- (C) 88 m3
- (D) 90 m3
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