Estimation & Quantity surveying Mock tests – 1 || Civil Engineering Mock tests Welcome to your Estimation and Quantity Surveying Mock test - 1Take an exciting test in Estimation and Quantity surveyingYou have only 20 mins to complete the test (25 Questions)Wish you all the best!!! Name Email 1. The area of the cross-section of a road fully in banking shown in the given figure, is (A) [sb² + r² (2bd + sd)²]/(r² - s²) (B) [sb² + r² (2bd + sd)²]/(r² - s5) (C) [sb² + r² (2bd + sd)²]/(r - s) (D) None of these2. Pick up the correct statement from the following (A) In order to check up the average depth of excavation, 'Dead man s' are left at the mid-widths of borrow pits (B) The earthwork calculation in excavation is made from the difference in levels obtained with a level (C) The earth work in excavation to form the road embankment includes the formation of correct profile and depositing the soil in layers (D) All the above 3. Pick up the correct statement from the following: (A) The estimated value of the work excluding the amount for contingencies, work charged establishment, tool and plants, is called work value (B) The actual expenditure involved to complete a work including incidental, establishment and travelling charges, is called actual cost (C) The formal acceptance by the administrative department for incurring an expenditure on the work, is called administrative approval (D) All the above4. In the mid-section formula (A) The mean depth is the average of depths of two consecutive sections (B) The area of mid-sections is calculated by using mean depth (C) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections (D) All of the above (A) The mean depth is the average of depths of two consecutive sections (B) The area of mid-sections is calculated by using mean depth (C) The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections (D) All of the above5. The measurement is made in square metre in case of (A) Cement concrete in foundation (B) R.C.C. structure (C) Hollow concrete block wall (D) None of these6. While estimating the qualities for the construction of a building, the correct metric unit is (A) Metre for length (B) Cubic metre for area (C) Square metres for volume (D) Litre for capacity7. While estimating a reinforced cement structure, the omitted cover of concrete is assumed (A) At the end of reinforcing bar, not less than 25 mm or twice the diameter of the bar (B) In thin slabs, 12 mm minimum or diameter of the bar whichever is more (C) For reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more (D) All the above8. The expected out turn of cement concrete 1 : 2 : 4 per mason per day is (A) 1.5 m3 (B) 2.5 m3 (C) 3.5 m3 (D) 5.0 m3 9. The rate of payment is made for 100 cu m (per % cu m) in case of (A) Earth work in excavation (B) Rock cutting (C) Excavation in trenches for foundation (D) All the above Answer10. A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is (A) 500 m3 (B) 1000 m3 (C) 1500 m3 (D) 2000 m311. The plinth area of a building not includes (A) Area of the walls at the floor level (B) Internal shaft for sanitary installations up to 2 sq m. in area (C) Lift and wall including landing (D) Area of cantilevered porch12. Pick up the excavation where measurements are made in square metres for payment. (A) Ordinary cuttings up to 1 m (B) Surface dressing up to 15 cm depths (C) Surface excavation up to 30 cm depths (D) Both (b) and (c)13. The assumption on which the trapezoidal formula for volumes is based, is (A) The end sections are parallel planes (B) The mid-area of a pyramid is half the average area of the ends (C) The volume of the Prismoidal is over-estimated and hence a Prismoidal correction is applied (D) All the above14. Brick walls are measured in sq. m if the thickness of the wall is (A) 10 cm (B) 15 cm (C) 20 cm (D) None of these15. The value of 'B' of Indian type W.C. shown in the given figure is: (A) 45 cm (B) 50 cm (C) 30 cm (D) 25 cm 16. The value of 'C' of Indian type W.C. shown in the given figure is: (A) 400 mm (B) 450 mm (C) 500 mm (D) 550 mm17. The brick work is not measured in cu m in case of (A) One or more than one brick wall (B) Brick work in arches (C) Reinforced brick work (D) Half brick wall18. The main factor to be considered while preparing a detailed estimate, is (A) Quantity of the materials (B) Availability of materials (C) Transportation of materials (D) All the above19. The rate of an item of work depends on (A) Specifications of works ( B) Specifications of materials (C) Proportion of mortar (D) All the above20. The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as (A) Excavation (B) Surface dressing (C) Cutting (D) Surface excavation21. Pick up the incorrect statement from the following: (A) No deduction is made for the volume occupied by reinforcement (B) No deduction is made for the openings upto 0.1 sq.m (C) No deduction is made for volumes occupied by pipes, not exceeding 100 sq.cm in cross-section (D) None of these22. Pick up the incorrect statement from the following: (A) Lead is the average horizontal straight distance between the borrow pit and the place of spreading soil (B) The lead is calculated for each block of the excavated area (C) The unit of lead is 50 m for a distance upto 500 m (D) The unit of lead is 1 km where the lead exceeds 2 km (A) Lead is the average horizontal straight distance between the borrow pit and the place of spreading soil (B) The lead is calculated for each block of the excavated area (C) The unit of lead is 50 m for a distance upto 500 m (D) The unit of lead is 1 km where the lead exceeds 2 km23. According to Indian Standards Institute, the actual size of modular bricks is (A) 23 cm × 11.5 cm × 7.5 cm (B) 25 cm × 13 cm × 7.5 cm (C) 19 cm × 9 cm × 9 cm (D) 20 cm × 10 cm × 10 cm24. If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by (A) Mid-section formula (B) Trapezoidal formula (C) Prismoidal formula (D) All the above 25. In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and (A) Breadth of the wall (B) Half breadth of wall on each side (C) One fourth breadth of wall on each side (D) None of these Share to all