# Engineering Surveying | Exam Paper | 2074 [2018] | RE-CIE301 | SEE

SEE - 2074 (2018)
ENGINEERING SURVEYING
RE-CIE301
Time: 1hr 15 minutes
Full Marks: 40
DOWNLOAD PDF | SEE Engineering Surveying | Question Paper | RE-CIE301 | 2074/2018
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Candidates are required to give their answer according to the given instructions.
 Group 'A' Attempt any ten questions. [10x1=10] 1. Write size and a plane table. 2. What types of error occur if defective orientation taken place? 3. Write the uses of magnetic compass in plane tabling. 4. Define bench mark. 5. Define reduced level. 6. What is line of collimation? 7. How you define size of theodolite? 8. What is face left reading? 9. Define contour interval. 10. Draw contour of valley line. 11. What is staff intercept? 12. What is theodolite survey? 13. What is main objective of anallatic lens?

 Group 'B' Attempt any five questions. [5x2=10] 14. Define plane table survey and mention its principle. 15. If the staff reading when staff base is at floor and ceiling (inverted) of a room is 1.25m and 1.75m. Find the floor height of room. 16. Write in short about the curvature and refraction error. 17. Write the uses of theodolite. 18. Determine contour interval of map of scale 1:10000. 19. Write the uses of contour map. 20. Explain the principle of stadia method.

 Group 'C' Attempt any five questions. [5x4=20] 21. Explain the working operation of plane table survey. 22. Explain temporary adjustment of level. 23. The following staff reading were taken place at common interval of 20m. If the level was shifted after 3rd and 9th readings: 3.25, 2.25, 1.65, 0.85, 2.25, 1.85, 1.65, 1.95, 2.65, 0.95. 1.90, 3.25 If the R.L. of last station is 100m. Calculate the R.L of each station. 24. Write four geometry of theodolite. 25. Explain factors that effect the selection of contour interval. 26. Derive the formula for horizontal distance and elevation for horizontal sight and vertical staff held.