STED COUNCIL CERTIFICATE IN QUANTITY SURVEYING & COST ESTIMATION 2025 SCHEME 0% QS/QP Exam Online Exam Your NameEmail-idPhone Number 1 / 30 The unit of measurement of partition wall is m² Numbers a. m³ m 2 / 30 Unit of measurement of R.C.C work m³ m Kg m² 3 / 30 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) Carpet area Built up area Floor Space Index (FSI) Plinth area 4 / 30 One Newton is equal to 10³ dynes 106 dynes 10² dynes 105 dynes 5 / 30 The weight of an item is measured correct to nearest 1 Kg 0.50 Kg 0.25 Kg 0.1 Kg 6 / 30 The unit of measurement of Plastering is in m m³ m² None of the above 7 / 30 The Scale of Building Plan as per KMBR is 1:400 . 1:1 1:200 1:100 8 / 30 The Damp Proof Course (D.P.C) is measured in None of the above m³ m m² 9 / 30 1 Cent equals 40.47 m² 100 m² 10000 m² 4047 m² 10 / 30 d²/162 1.58 Kg 2.47 Kg 2 Kg 2.98 Kg 11 / 30 Water required for 1 bag of cement is 30 Liters, the water-cement ratio is: 0.80 0.70 0.60 0.50 12 / 30 The number of standard bricks required for 1 m³ work is 650 500 460 550 13 / 30 As per National Building Code (NBC) Life period of a building should be at least 60 years 50 years 100 years 75 years 14 / 30 Which one of the following data is necessary for making an estimate Section Specification All the above Plan 15 / 30 The most reliable estimate is Detailed Estimate Plinth Area Estimate Preliminary Estimate Cube rate Estimate 16 / 30 M20 Mix 1: 3: 6 1: 1: 2 1: 1.5: 3 1: 2: 4 17 / 30 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 20.8 20m 21.2m 20.6 18 / 30 2 denotes what in 1:2:4 mix Cement Coarse Aggregate Water Sand 19 / 30 In the detailed estimate the volumes are worked out to the nearest 0.1 m³ a. 0.001 m³ 0.0001 m³ b. 0.01 m³ 20 / 30 For 45° bent up bar, the additional length of one bent up is 0.9d 0.45d 0.42d d 21 / 30 In calculating the quantity of brick work no deduction shall be for the opening up to 0.1 m² 0.5 m² 10 m² 1 m² 22 / 30 Unit of Surface Tension N/m² N N/m Nm 23 / 30 The initial lead for earth work is 15 m 10 m 50 m 1.5 m 24 / 30 The Volume of 1 bag of cement 30L 50L 22.5L 35L 25 / 30 Density of cement 1100kg/m³ 1320kg/m³ 1200kg/m³ 1440kg/m³ 26 / 30 The order of booking dimensions are Breadth, Height, Length Length, Height, Breadth Height, Length, Breadth Length, Breadth, Height 27 / 30 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 The centre line method is specially adopted for estimating All the above Hexagonal Buildings Rectangular Buildings Circular Buildings 29 / 30 Set back distance required at rear of a building is 2.00 m 1.25 m 1.75 m 1.50 m 30 / 30 For calculating quantity of steel, density of steel may be taken as 78.5 Kg/m³ 7850 Kg/m³ 785 Kg/m³ 7.8 Kg/m³ Your score is 0%
