MCQOPTIONS
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MCQOPTIONS
This section includes 102 Mcqs, each offering curated multiple-choice questions to sharpen your Surveying knowledge and support exam preparation. Choose a topic below to get started.
| 51. |
Size, capacity and materials need be specified for |
| A. | Bib-cocks |
| B. | Stop-cocks |
| C. | Ferrules |
| D. | All the above. |
| Answer» E. | |
| 52. |
The unit of measurement is per quintal for the following: |
| A. | Collapsible gates with rails |
| B. | Rolling shutters |
| C. | Expanded metal wire netting |
| D. | M.S. reinforcement of R.C.C. works. |
| Answer» E. | |
| 53. |
Pick up the correct statement in case of water supply. |
| A. | Pipes laid in trenches and pipes fixed to walls are measured separately |
| B. | Cutting through walls and floors are included with the item |
| C. | Pipes are classified according to their sizes and quality |
| D. | All the above. |
| Answer» E. | |
| 54. |
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 wall. |
| Answer» E. | |
| 55. |
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 capacity |
| Answer» E. | |
| 56. |
The item of the brick structure measured in sq.m, is |
| A. | Reinforced brick work |
| B. | Broken glass coping |
| C. | Brick edging |
| D. | Brick work in arches. |
| Answer» C. Brick edging | |
| 57. |
The cross-sections for a highway is taken at |
| A. | right angle to the centre line |
| B. | 30 metres apart |
| C. | intermediate points having abrupt change in gradient |
| D. | All the above. |
| Answer» E. | |
| 58. |
The trap which is provided to disconnect the house drain from the street sewer is called |
| A. | Master trap |
| B. | Intercepting trap |
| C. | Interception manhole |
| D. | All the above. |
| Answer» E. | |
| 59. |
The expected out turn for earth work in excavation in ordinary soil per mazdoor per day is |
| A. | 1.00 cum |
| B. | 2.00 cum |
| C. | 3.00 cum |
| D. | 4.00 cum |
| Answer» D. 4.00 cum | |
| 60. |
Carpet area does not include the area of |
| A. | the walls along with doors and other openings |
| B. | verandah, corridor and passage |
| C. | bath room and lavatory |
| D. | All the above. |
| Answer» E. | |
| 61. |
The expected out turn of half brick partition wall per mason per day is |
| A. | 1.5 m³ |
| B. | 2.0 m³ |
| C. | 4.0 m² |
| D. | 5.0 m² |
| Answer» C. 4.0 m² | |
| 62. |
Berms are provided in canals if these are |
| A. | fully in excavation |
| B. | partly in excavtion and partly in embankment |
| C. | fully in embankment |
| D. | All the above. |
| Answer» C. fully in embankment | |
| 63. |
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 |
| Answer» D. 0.295 m³ | |
| 64. |
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. |
| Answer» E. | |
| 65. |
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 sections |
| D. | (a), (b) and (c) of the above. |
| Answer» E. | |
| 66. |
The order of booking dimensions is |
| A. | Length, breadth, height |
| B. | Breadth, length, height |
| C. | Height, breadth, length |
| D. | None of these. |
| Answer» B. Breadth, length, height | |
| 67. |
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. |
| Answer» C. one fourth breadth of wall on each side | |
| 68. |
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) |
| Answer» E. | |
| 69. |
The concrete work for the following part of the building of specified thickness is measured in square metres |
| A. | Root slabs |
| B. | Floors |
| C. | D.P.C. |
| D. | All the above. |
| Answer» E. | |
| 70. |
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 above. |
| Answer» E. | |
| 71. |
The expected out turn of 12 mm plastering with cement mortar is |
| A. | 2.5 sq m |
| B. | 4.0 sq m |
| C. | 6.0 sq m |
| D. | 8.0 sq m |
| Answer» E. | |
| 72. |
The measurement is made for stone work in square metre in case of |
| A. | Wall facing |
| B. | Columns, lintels, copings |
| C. | Building work |
| D. | (a) and (d) of the above. |
| Answer» E. | |
| 73. |
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 |
| Answer» C. 1.50 m³ | |
| 74. |
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 excavation. |
| Answer» E. | |
| 75. |
For the construction of buildings, the subheads of the estimate are |
| A. | Earthwork, Concrete work, Brick work |
| B. | Brickwork, Stone work, Roofing |
| C. | Brickwork Flooring, Wood work, Steel work |
| D. | All the above. |
| Answer» E. | |
| 76. |
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 these. |
| Answer» B. 15 cm | |
| 77. |
Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds |
| A. | 2.0% |
| B. | 2.5% |
| C. | 4.0% |
| D. | 5.0% |
| Answer» E. | |
| 78. |
The item of steel work which is measured in sq.m, is |
| A. | Collapsible gates |
| B. | Rolling shutters |
| C. | Steel doors |
| D. | All the above. |
| Answer» E. | |
| 79. |
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 mm |
| Answer» D. 550 mm | |
| 80. |
The area of a sloping surface of a protective embankment of mean height d, side slopes S : 1 and length L is |
| A. | A |
| B. | B |
| C. | C |
| D. | D |
| Answer» D. D | |
| 81. |
The correct prismoidal formula for volume is |
| A. | A |
| B. | B |
| C. | C |
| D. | D |
| Answer» C. C | |
| 82. |
If tensile stress of a steel rod of diameter ‘D’ is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is |
| A. | 30 D |
| B. | 39 D |
| C. | 50 D |
| D. | 59 D |
| Answer» E. | |
| 83. |
The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is |
| A. | d × d × s |
| B. | √[d² × (ds)²] |
| C. | L.D √(1 + s²) |
| D. | 2 L.D √(1 + s²) |
| Answer» D. 2 L.D √(1 + s²) | |
| 84. |
The concrete work for the following part of the building of specified thickness is measured in square meters |
| A. | Root slabs |
| B. | Floors |
| C. | Wall panels |
| D. | All the above |
| Answer» E. | |
| 85. |
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 - s²) |
| C. | [sb² + r² (2bd + sd)²]/(r - s) |
| D. | None of these |
| Answer» B. [sb² + r² (2bd + sd)²]/(r² - s²) | |
| 86. |
The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is |
| A. | L + 0.42 d |
| B. | L + (2 × 0.42 d) |
| C. | L - (0.42 d) |
| D. | L - (2 × 0.4 d) |
| Answer» C. L - (0.42 d) | |
| 87. |
Pick up the excavation where measurements are made in square meters 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) |
| Answer» E. | |
| 88. |
The cross-section of a road partly in banking and partly in cutting is shown in the given figure. The area of the shaded portion is |
| A. | ⅓ × (b - rd)²/(r - s) |
| B. | ⅓ × (b - rd)²/(r + s) |
| C. | ½ × (b + rd)²/(r - s) |
| D. | ⅓ × (b - rd)²/(s - r) |
| Answer» B. ⅓ × (b - rd)²/(r + s) | |
| 89. |
The measurement is not made in square meters in case of |
| A. | D.P.C. (Damp proof course) |
| B. | Form works |
| C. | Concrete Jeffries |
| D. | R.C. Chhajja |
| Answer» E. | |
| 90. |
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 |
| Answer» B. 50 cm | |
| 91. |
The cost of the earthwork in excavation for the surface drain of cross-section shown in the given figure for a total length of 5 metres @ Rs. 450% cum, is |
| A. | Rs. 400 |
| B. | Rs. 425 |
| C. | Rs. 450 |
| D. | Rs. 500 |
| Answer» D. Rs. 500 | |
| 92. |
The weight of an item is measured correct to nearest |
| A. | 0.25 kg |
| B. | 0.50 kg |
| C. | 0.75 kg |
| D. | 1.00 kg |
| Answer» E. | |
| 93. |
The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended |
| A. | 100 mm |
| B. | 150 mm |
| C. | 200 mm |
| D. | 175 mm |
| Answer» C. 200 mm | |
| 94. |
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 m 3 |
| B. | 3225 m 3 |
| C. | 3275 m 3 |
| D. | 3300 m 3 |
| Answer» C. 3275 m 3 | |
| 95. |
The slope of the oultet of ' P trap' below the horizontal is kept |
| A. | 8° |
| B. | 10° |
| C. | 12° |
| D. | 14° |
| Answer» E. | |
| 96. |
Referring of given figure, pick up the correct statement from the following: |
| A. | The total length of centre line of four walls is 20 m |
| B. | Length of long wall out-to-out is 6.80 m |
| C. | Length of short walls in-to-in is 3.20 m |
| D. | All the above. |
| Answer» E. | |
| 97. |
The value of ' A ' of Indian type W.C. shown in the given figure is : |
| A. | 25 cm |
| B. | 30 cm |
| C. | 40 cm |
| D. | 45 cm |
| Answer» C. 40 cm | |
| 98. |
The total length of a cranked bar through a distance ( d ) at 45° in case of a beam of effective length L , is |
| A. | L + 0.42 d |
| B. | L + 2 x 0.42 d |
| C. | L - 0.42 d |
| D. | L - 2 x 0.4 d |
| Answer» C. L - 0.42 d | |
| 99. |
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is |
| A. | (6 + 15) chains |
| B. | (6 + 12) chains |
| C. | (6 + 18) chains |
| D. | None of these. |
| Answer» C. (6 + 18) chains | |
| 100. |
The area of a sloping surface of a protective embankment of mean height d , side slopes S : 1 and length L is |
| A. | d x d x s |
| B. | d 2 x (ds) 2 |
| C. | L.D 1 + s 2 |
| D. | 2 LD 1 + s 2 |
| Answer» D. 2 LD 1 + s 2 | |