Solved question paper for SUR-1 Dec-2016 (DIPLOMA 3rd)
Solved Question Paper
Surveying-1 Dec-2016
PSBTE • DIPLOMA • Cvil Engineering • 3rd • Dec-2016
SUR-1 for Punjab State Board of Technical Education Diploma in Engineering is the subject page where students can find subject-wise previous year question papers for Surveying-1 in the 3rd semester of Civil Engineering. These old papers help with revision, repeated questions, and understanding the exam pattern before the exam. Use this page to practice with Civil Engineering semester papers, review commonly asked topics, and prepare more confidently. BRpaper is not the official website of the Punjab State Board of Technical Education or any university or board, but it helps students access previous year papers and exam preparation material in one place.
Solved Questions
Solved-
Curvature of earth is not taken into account in __________.Fill in the Blanks 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2019 The curvature of earth is ignored in ________.
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Length of one link of a metric chain is __________.Fill in the Blanks 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Length of one link of metric chain is ________.
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Dec 2015 Length of one link of a metric chain (20 mt.) is _________.
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Least count of prismatic compass is __________.Fill in the Blanks 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 What is the least count of Prismatic Compass?
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Height of instrument method is also called __________.Fill in the Blanks 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Height of Instrument method is also called ________.
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May 2019 Height of instrument method is also called line of collimation method.
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Dec 2018
Height of Instrument method is also called Line of Collimation method.
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Two point and three point problem are the typical cases of __________ method.Fill in the Blanks 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Two point and three point problems are typical cases of _____.
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May 2017
Two-point and three-point problems are typical cases of……………
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May 2016 Two-point and three-point problems are typical cases of……………
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Chain surveying is suitable for small area.True / False 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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Base line is the important line in chain survey.True / False 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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The alidade is used for centering plane table surveying.True / False 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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May 2010 The alidade provides in the plane table surveying.
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Dec 2005 The alidade provides _______ in plane table surveying.
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Least count of leveling staff is 0.005 cm.True / False 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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Foresight is the last reading before shifting of the instrument.True / False 1.5 Marks Dec-2016 • PSBTE DIPLOMA
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Define surveying. What are its basic principles?Long Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Explain Principles of surveying.
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May 2022 Write down the basic principle of Surveying.
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May 2021
What are the basic principles of surveying?
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May 2021
What are principles of chain surveying?
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May 2021 Explain the basic principles of chain surveying.
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May 2020 Define surveying and state its basic principles.
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May 2019 Discuss in brief the principles of survey.
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Dec 2019 Basic Principle of Surveying.
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Dec 2015 The basic principle of Surveying is to work from _____________.
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Dec 2015 Define Surveying. What are its basic principles?
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May 2008 Explain principle of chain surveying.
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Write down the difference between chain surveying and the compass surveying.Long Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Differentiate between Chain Surveying and Compass Surveying.
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Dec 2017
Write down the difference between Chain Surveying and Compass Surveying.
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Dec 2015 Write down the difference between Chain Surveying and Compass Surveying?
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May 2010 Differentiate between chain survey and compass survey.
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Distinguish between base line and tie line.Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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Convert the following WCB to Reduced Bearing: 48°25’10”Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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Dec 2019 Convert the following WCB to reduced bearing: i) 75°30’
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Dec 2019 Convert the following WCB to reduced bearing: ii) 205°10’
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Dec 2019 Convert the following reduced bearing to WCB: i) N25°20’W
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Dec 2019 Convert the following reduced bearing to WCB: ii) S40°15’E
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Dec 2016 Convert the following WCB to Reduced Bearing: 200°20’10”
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Convert the following WCB to Reduced Bearing: 200°20’10”Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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Dec 2019 Convert the following WCB to reduced bearing: i) 75°30’
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Dec 2019 Convert the following WCB to reduced bearing: ii) 205°10’
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Dec 2019 Convert the following reduced bearing to WCB: i) N25°20’W
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Dec 2019 Convert the following reduced bearing to WCB: ii) S40°15’E
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Dec 2016 Convert the following WCB to Reduced Bearing: 48°25’10”
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Find the angle between the lines AB and BC if their respective bearings are 140˚-15’ and 50˚-45’Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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May 2017
Find the angle between the lines AB and BC if their respective bearings are 70Ëš-20’ and 120Ëš-20’
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May 2016 Find the angle between the lines AB and BC if their respective bearings are 140˚-15’ and 50˚-45’.
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Dec 2007 Find the angle between the lines AB and BC if their respective bearings are 65°-45\' and 117°-30\'.
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Explain temporary adjustment of a dumpy level.Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Explain temporary adjustment of dumpy level.
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May 2020 Explain the temporary adjustments of a dumpy level.
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Dec 2019 Explain Temporary adjustments of Dumpy Level.
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May 2018
Explain temporary adjustment of dumpy level.
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Dec 2018
Write about various temporary adjustments of Dumpy Level.
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Dec 2017
Explain the Temporary adjustments of Dumpy Level.
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Dec 2015 Explain the Temporary adjustments of Dumpy Level.
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Dec 2005 List and explain temporary adjustments of a dumpy level.
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What is meant by two point problem?Short Answer 6 Marks Dec-2016 • PSBTE DIPLOMA
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May 2019 Explain three point problem.
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Dec 2019 What is three-point problem?
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May 2010 What is a two point and three point problem?
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May 2009 What is three point problem?
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Explain in detail three point problem in plane table surveying.Long Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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Dec 2005 Explain mechanical method for three-point problem in plane table survey.
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What is local attraction? Explain its causes and ill effects.Long Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 What is Local Attraction? Explain its causes and ill effects.
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Write the difference between magnetic meridian and true meridian.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 Explain true meridian, magnetic meridian and arbitrary meridian.
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May 2021
Explain true, magnetic and assumed meridian.
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Dec 2019 Explain true meridian, magnetic meridian and arbitrary meridian.
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Dec 2005 What do you understand by magnetic and true meridian?
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A chain was found to be 60mm too long after chaining a distance of 3800m and 90mm too long after chaining a total distance of 7000m. If the chain was correct at the start of work, find the true distance.Long Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 A 20m chain was found to be 6cm too long after chaining a distance of 3800m. It was tested again at the end of day’s work and found to be 9cm too long after chaining a total distance of 7000m. If the chain was correct before the commencement of the work. Find the true length h.
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May 2022 A 30 m chain was found to be 10cm too long after chaining a distance of 4000m and 15cm too long after chaining the total distance of 8000m. If the chain was correct before the commencement of work, find the True Distance.
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May 2018
A 20 m. Chain was found to be 6 cm. To long after chaining a distance of 3800 m. It was tested again at the end of day’s work and found to be 9 cm. Too long after chaining a total distance of 7000m. If the chain was correct before commencement of the work. Find the true length.
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Dec 2015 A 20 mt. chain was found to be 60 mm too long after chaining a distance of 3800 mt. and 90 mm too long after chaining a total distance of 7000 mm. If the chain was correct at the start of work. Find the true length.
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The following consecutive readings were taken with dumpy level; 1.810, 2.110, 1.225, 1.455, 0.905, 2.435, 2.810, 2.075 and 1.765. The level was shifted after 4th and 7th reading. The first reading was taken on staff held on the bench mark of RL 50.000m. Calculate the RL of all points and apply arithmetic check.Long Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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May 2022 The following consecutive readings were taken with the help of a dumpy level 1.805, 2.655, 3.905, 4.025, 1.960, 1.700, 1.595, 1.265, 2.255, 3.055, 2.590, 2.005, 3.040 the instrument was shifted after third, sixth and ninth reading. Calculate the R.L of all points by any method. The first reading was taken on the staff held on the bench mark of RL =100m.
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May 2019 The following consecutive readings were taken with a level: 1.775, 1.835, 1.640, 0.975, 1.135, 1.545, 2.040, 2.710, 1.580, 1.435, 1.470 and 1.265. The instrument was shifted after 5th and 9th reading. Find out the RL of all the points by any method. The first reading was taken on the staff held on benchmark 200m.
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Dec 2019 The following consecutive readings were taken with the help of a dumpy level: 1.805, 2.655, 3.905, 3.025, 1.960, 2.700, 1.595, 1.865, 2.255, 3.455, 2.590, 1.005, 3.040, 2.555. The instrument was shifted after third, sixth and ninth reading. Calculate the R.L. of all points by any method. The first reading was taken on the staff held on the Bench Mark of R.L. = 80 m.
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May 2018
The followings consecutive readings were taken with the help of a Dumpy level : 1.904, 2.653, 3.906, 4.026, 1.964, 1.702, 1.592, 1.261, 2.542, 2.006, 3.145. The instrument was shifted after the 4th and 7th reading The first reading was taken on the staff held on the bench mark 100.000 m. Calculate RLs of all points. Apply check also.
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May 2017
The following consecutive readings were taken with the help of a Dumpy Level:1.810, 2.110, 1.225, 1.455, 0.905, 2.435, 2.810, 2.075 and 1.765. The instrument was shifted after the fourth and seventh readings. The first reading was taken on the staff held on the B.M of R.L 100.000 metres. Calculate the R.Ls of the points and apply the arithmetical Check.
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May 2016 The following consecutive readings were taken with the help of a Dumpy Level: 1.904, 2.653, 3.906, 4.026, 1.964, 1.702, 1.592, 1.261, 2.542, 2.006, 3.145. The instrument was shifted after the fourth and seventh readings. The first reading was taken on the staff held on the B.M of R.L 100.000 metres. Calculate the R.Ls of the points and apply the arithmetical check.
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Dip and declination.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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Reciprocal leveling.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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Intersection method in plane table surveying.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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Dec 2018
Explain Intersection method of Plane Table Survey.
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Indirect ranging.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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Offsetting in chain surveying.Short Answer 10 Marks Dec-2016 • PSBTE DIPLOMA
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 Where can I find SUR-1 Surveying-1 previous year question papers?
You can use this subject page to look for SUR-1 previous year question papers for PSBTE Diploma Civil Engineering 3rd semester.
02 Are these papers useful for revision before the exam?
Yes, old papers help you revise important topics, practice common question styles, and understand the exam pattern.
03 Does this page include solved papers?
This page is mainly for previous year question papers and exam preparation material. Solved papers may not be available for every paper.
04 Can I use these papers to check repeated questions?
Yes, previous year papers are useful for spotting repeated questions and commonly asked areas in Surveying-1.
05 Is BRpaper the official website of PSBTE?
No. BRpaper is not the official website of the Punjab State Board of Technical Education. It only helps students find previous year papers and related preparation content.