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Previous year question hub

Surveying, Levelling and Measurement Adjustment - Geomatics Engineering - Civil Engineering Previous Year Questions

Practice Surveying, Levelling and Measurement Adjustment - Geomatics Engineering - Civil Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

25Papers
20Years
66Questions
1Topics

Surveying, Levelling and Measurement Adjustment question pattern

Every graph below is calculated only from this selection.

Questions by year

Compare question counts across years.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 50 75.8%
Medium 16 24.2%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 45 68.2%
Numerical Answer Type (NAT) 18 27.3%
Fill in the blanks 3 4.5%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
66 Qs

Most asked topics

Top topics across the included previous year papers.

Geomatics Engineering
66 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Surveying, Levelling and Measurement Adjustment
66 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Civil Engineering (CE) 2026
5 Qs
Civil Engineering (CE) 2026
4 Qs
Civil Engineering (CE) 2025 [Session 1]
3 Qs
Civil Engineering (CE) 2025 [Session 2]
2 Qs
Civil Engineering (CE) 2024 [Session 1]
5 Qs
Civil Engineering (CE) 2024 [Session 2]
4 Qs
Civil Engineering (CE) 2023 [Session 2]
1 Qs
Civil Engineering (CE) 2022 [Session 2]
1 Qs
Civil Engineering (CE) 2021 [Session 2]
3 Qs
Civil Engineering (CE) 2020 [Session 2]
2 Qs
Civil Engineering (CE) 2019 [Session 2]
2 Qs
Civil Engineering (CE) 2018 [Session 2]
1 Qs
Civil Engineering (CE) 2017 [Session 2]
2 Qs
Civil Engineering (CE) 2016 [Session 1]
2 Qs
Civil Engineering (CE) 2016 [Session 2]
1 Qs
Civil Engineering (CE) 2015 [Session 2]
2 Qs
Civil Engineering (CE) 2014 [Session 1]
3 Qs
Civil Engineering (CE) 2014 [Session 2]
2 Qs
Civil Engineering (CE) 2013
3 Qs
Civil Engineering (CE) 2012
2 Qs
Civil Engineering (CE) 2011
2 Qs
Civil Engineering (CE) 2010
2 Qs
Civil Engineering (CE) 2009
3 Qs
Civil Engineering (CE) 2008
5 Qs
Civil Engineering (CE) 2007
4 Qs

Included previous year papers

Newest papers appear first. Search these papers or sort by year and name.

Paper nameYearPDFAttempt
Civil Engineering (CE) 20262026
5 questions in this view		2026
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Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20262026
4 questions in this view		2026
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Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2025 [Session 1]2025
3 questions in this view		2025
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2025 [Session 2]2025
2 questions in this view		2025
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2024 [Session 1]2024
5 questions in this view		2024
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2024 [Session 2]2024
4 questions in this view		2024
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2023 [Session 2]2023
1 questions in this view		2023
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Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2022 [Session 2]2022
1 questions in this view		2022
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Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2021 [Session 2]2021
3 questions in this view		2021
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Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2020 [Session 2]2020
2 questions in this view		2020
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2019 [Session 2]2019
2 questions in this view		2019
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2018 [Session 2]2018
1 questions in this view		2018
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2017 [Session 2]2017
2 questions in this view		2017
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2016 [Session 1]2016
2 questions in this view		2016
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2016 [Session 2]2016
1 questions in this view		2016
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2015 [Session 2]2015
2 questions in this view		2015
ExamElite PDFs
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2014 [Session 1]2014
3 questions in this view		2014
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2014 [Session 2]2014
2 questions in this view		2014
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20132013
3 questions in this view		2013
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20122012
2 questions in this view		2012
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20112011
2 questions in this view		2011
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20102010
2 questions in this view		2010
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20092009
3 questions in this view		2009
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20082008
5 questions in this view		2008
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Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20072007
4 questions in this view		2007
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Official question paperOriginal authority-issued PDF Official Download

All Surveying, Levelling and Measurement Adjustment previous year questions

Practice every matching question in batches of 20, with every available option.

1
2007 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2007
The plan of a map was photo copied to a reduced size such that a line originally 100 mm, measures 90 mm. The original scale of the plan was 1:1000. The revised scale is
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2
2007 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2007
The following table gives data of consecutive coordinates in respect of a closed theodolite traverse PQRS.
StationNorthing, mSouthing, mEasting, mWesting, m
P400.75300.5
Q100.25199.25
R199.0399.75
S300.0200.5
The magnitude and direction of error of closure in whole circle bearing are

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3
2007 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2007
The following measurements were made during testing a levelling instrument.
Instrument atStaff Reading at
P1Q1
P2.800 m1.700 m
Q2.700 m1.800 m
P1 is close to P and Q1 is close to Q. If the reduced level of station P is 100.000 m, the reduced level of station Q is

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4
2007 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2007
The magnetic bearing of a line AB is S 45° E and the declination is 5° West. The true bearing of the line AB is
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5
2014 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2014 [Session 1]
The Reduced Levels (RLs) of the points P and Q are +49.600 m and +51.870 m respectively. Distance PQ is 20 m. The distance (in m from P) at which the +51.000 m contour cuts the line PQ is
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6
2014 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2014 [Session 1]
A levelling is carried out to establish the Reduced Levels (RL) of point R with respect to the Bench Mark (BM) at P. The staff readings taken are given below.
Staff StationBSISFSRL
P1.655 m100.000 m
Q-0.950 m-1.500 m
R0.750 m?
If RL of P is +100.000 m, then RL (in m) of R is
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7
2014 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2014 [Session 1]
Group I lists tool/instrument while Group II lists the method of surveying. Match the tool/instrument with the corresponding method of surveying.
Group I
P. Alidade
Q. Arrow
R. Bubble tube
S. Stadia hair

Group II
1. Chain surveying
2. Levelling
3. Plain table surveying
4. Theodolite surveying
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8
2014 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2014 [Session 2]
The survey carried out to delineate natural features, such as hills, rivers, forests and man-made features, such as towns, villages, buildings, roads, transmission lines and canals is classified as
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9
2014 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2014 [Session 2]
A tacheometer was placed at point P to estimate the horizontal distances PQ and PR. The corresponding stadia intercepts with the telescope kept horizontal, are 0.320 m and 0.210 m, respectively. The ∠QPR is measured to be 61° 30' 30''. If the stadia multiplication constant = 100 and stadia addition constant = 0.10 m, the horizontal distance (in m) between the points Q and R is __________
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10
2015 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2015 [Session 2]
The bearings of two inaccessible stations, S₁ (Easting 500 m, Northing 500 m) and S₂ (Easting 600 m, Northing 450 m) from a station S₃ were observed as 225° and 153° 26' respectively. The independent Easting (in m) of station S₃ is:
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11
2015 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2015 [Session 2]
Two Pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A and the staff readings on Pegs A and B were observed as 1.350 m and 1.550 m, respectively. Thereafter the instrument was shifted and set up at B. The staff readings on Pegs B and A were observed as 0.750 m and 0.550 m, respectively. If the R.L. of Peg A is 100.200 m, the R.L. (in m) of Peg B is __________.
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12
2016 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2016 [Session 1]
The staff reading taken on a workshop floor using a level is 0.645 m. The inverted staff reading taken to the bottom of a beam is 2.960 m. The reduced level of the floor is 40.500 m. The reduced level (expressed in m) of the bottom of the beam is
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13
2016 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2016 [Session 1]
The vertical angles subtended by the top of a tower T at two instrument stations set up at P and Q, are shown in the figure. The two stations are in line with the tower and spaced at a distance of 60 m. Readings taken from these two stations on a levelling staff placed at the benchmark (BM = 450.000 m) are also shown in the figure. The reduced level of the top of the tower T (expressed in m) is __________

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14
2016 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2016 [Session 2]
The reduced bearing of a 10 m long line is N30°E. The departure of the line is
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15
2017 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2017 [Session 2]
The method of orientation used, when the plane table occupies a position not yet located on the map, is called as
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16
2017 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2017 [Session 2]
An observer standing on the deck of a ship just sees the top of a lighthouse. The top of the lighthouse is 40 m above the sea level and the height of the observer's eye is 5 m above the sea level. The distance (in km, up to one decimal place) of the observer from the lighthouse is __________
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17
2018 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2018 [Session 2]
A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level (RL) of 112.565 m. The instrument reads –2.835 m on a levelling staff held at the bottom of a bridge deck. The RL (in m) of the bottom of the bridge deck is
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18
2019 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2019 [Session 2]
The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table.
LineIncluded angle (in degrees)
PQ88
QR92
RS94
SP89
The closing error for the traverse PQRS (in degrees) is _______
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19
2019 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2019 [Session 2]
A series of perpendicular offsets taken from a curved boundary wall to a straight survey line at an interval of 6 m are 1.22, 1.67, 2.04, 2.34, 2.14, 1.87, and 1.15 m. The area (in \( m^2 \), round off to 2 decimal places) bounded by the survey line, curved boundary wall, the first and the last offsets, determined using Simpson’s rule, is ______
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20
2020 · Civil Engineering · Geomatics Engineering · Surveying, Levelling and Measurement Adjustment
Civil Engineering (CE) 2020 [Session 2]

A theodolite was set up at a station P. The angle of depression to a vane 2 m above the foot of a staff held at another station Q was 45°. The horizontal distance between stations P and Q is 20 m. The staff reading at a benchmark S of RL 433.050 m is 2.905 m. Neglecting the errors due to curvature and refraction, the RL of the station Q (in m), is

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Showing 20 of 66 questions