STED COUNCIL CERTIFICATE IN QUANTITY SURVEYING & COST ESTIMATION 2025 SCHEME 0% QS/QP Exam Online Exam Your NameEmail-idPhone Number 1 / 30 1) In the detailed estimate the volumes are worked out to the nearest a. 0.001 m³ b. 0.01 m³ 0.1 m³ 0.0001 m³ 2 / 30 2) Set back distance required at rear of a building is 1.50 m 1.25 m 2.00 m 1.75 m 3 / 30 3) For calculating quantity of steel, density of steel may be taken as 78.5 Kg/m³ 785 Kg/m³ 7.8 Kg/m³ 7850 Kg/m³ 4 / 30 4) Density of cement 1200kg/m³ 1100kg/m³ 1440kg/m³ 1320kg/m³ 5 / 30 5) The unit of measurement of partition wall is a. m³ m² Numbers m 6 / 30 6) The order of booking dimensions are Length, Breadth, Height Breadth, Height, Length Height, Length, Breadth Length, Height, Breadth 7 / 30 7) The most reliable estimate is Preliminary Estimate Detailed Estimate Cube rate Estimate Plinth Area Estimate 8 / 30 8) M20 Mix 1: 1.5: 3 1: 3: 6 1: 2: 4 1: 1: 2 9 / 30 9) The unit of measurement of Plastering is in m m² None of the above m³ 10 / 30 10) Unit of measurement of R.C.C work m³ m m² Kg 11 / 30 11) In calculating the quantity of brick work no deduction shall be for the opening up to 10 m² 0.1 m² 1 m² 0.5 m² 12 / 30 12) 2 denotes what in 1:2:4 mix Coarse Aggregate Sand Water Cement 13 / 30 13) The Scale of Building Plan as per KMBR is 1:400 1:200 1:100 . 1:1 14 / 30 14) The number of standard bricks required for 1 m³ work is 460 500 650 550 15 / 30 15) The Damp Proof Course (D.P.C) is measured in m² m³ None of the above m 16 / 30 16) Which one of the following data is necessary for making an estimate Specification Plan All the above Section 17 / 30 17) The weight of an item is measured correct to nearest 0.1 Kg 0.25 Kg 0.50 Kg 1 Kg 18 / 30 18) Unit of Surface Tension N/m N/m² Nm N 19 / 30 19) The initial lead for earth work is 10 m 15 m 1.5 m 50 m 20 / 30 20) One Newton is equal to 106 dynes 10² dynes 10³ dynes 105 dynes 21 / 30 21) The centre line length of a hall of size 6x4 m with wall thickness 30 cm is Centre line Length = 2(6.3+4.3) = 21.2 m 20m 20.8 20.6 21.2m 22 / 30 22) 1 Cent equals 40.47 m² 100 m² 10000 m² 4047 m² 23 / 30 23) d²/162 2.47 Kg 1.58 Kg 2.98 Kg 2 Kg 24 / 30 24) For 45° bent up bar, the additional length of one bent up is d 0.9d 0.45d 0.42d 25 / 30 25) The Volume of 1 bag of cement 22.5L 50L 35L 30L 26 / 30 26) As per National Building Code (NBC) Life period of a building should be at least 60 years 75 years 50 years 100 years 27 / 30 27) A slab which is supported on all its four edges and the ratio of its long span to short span is not more than 2 is called a: Two Way Slab None of the Above Four Way Slab One Way Slab 28 / 30 28) The ratio of total built-up area of a building to the total area of the plot is called Floor Space Index (FSI) also known as Floor Area Ratio (FAR) Built up area Floor Space Index (FSI) Plinth area Carpet area 29 / 30 29) Water required for 1 bag of cement is 30 Liters, the water-cement ratio is: 0.50 0.80 0.70 0.60 30 / 30 30) The centre line method is specially adopted for estimating Rectangular Buildings Circular Buildings All the above Hexagonal Buildings Your score is 0%
