084/dm/18 [turn over - tnpsc · 2018-06-28 · 084/dm/18 [turn over 5 8. on scrutiny when the sub...

084/DM/18 [Turn over

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1. Tenders inviting for the supply of the stones will be published in form no.

(A) Form No. 31 (B) Form No. 21

(C) Form No. 20 (D) Form No. 14

{» AÍøÁ PØPÒ öPõÒ•uÀ ö\´ÁuØS J¨£¢u¦ÒÎ AøÇ¨¦ ————————À öÁÎ°h

÷Ásk®.

(A) £iÁ® 31 (B) £iÁ® 21

(C) £iÁ® 20 (D) £iÁ® 14

2. In district map the ———————— boundary should not be shown to.

(A) Taluk boundary (B) Field boundary

(C) State boundary (D) District boundary

©õÁmh Áøμ£hzvÀ ———————— GÀø»PÒ Põs¤UP¨£kÁvÀø».

(A) Ámh GÀø»PÒ (B) ¦» GÀø»PÒ

(C) ©õ{» GÀø»PÒ (D) ©õÁmh GÀø»PÒ

3. Survey is also known as triangulation of

(A) Cadastral (B) Street

(C) Geo (D) Chain

•U÷Põn •øÓ°À AÍÂk® {» AÍøÁUS ———————— GÚ¨ ö£¯º.

(A) PhõìiμÀ (B) öu¸

(C) â÷¯õ (D) \[Q¼

4. The length of the chain should be tested.

(A) once in a week (B) once in a month

(C) daily before measurement (D) daily after measurement

\[Q¼°ß }Ízøu ———————— \›£õºUP ÷Ásk®.

(A) Áõμ® J¸ •øÓ (B) ©õu® J¸ •øÓ

(C) vÚ\› AÍøÁUS •ß£õP (D) vÚ\› AÍøÁUS ¤ß£õP

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5. At which Government office can you check out the boundary of your land parcel?

(A) District survey office (B) District planning office

(C) Land Administrative office (D) District office

G¢u Aμ_ A¾Á»PzvÀ EÚx {» Ehø© SÔzu GÀø»PøÍ AÔ¯»õ®?

(A) ©õÁmh {» AÍøÁ A¾Á»P® (B) ©õÁmh vmh A¾Á»P®

(C) {» {ºÁõP A¾Á»P® (D) ©õÁmh A¾Á»P®

6. When the difference between actual area and the registered area differs more than 5 percent ———————— is permissible.

(A) temporary (B) permanent adjustment

(C) actual area should be adopted (D) the registered area should be adopted

J¸ ¦»zvß £vÄ ö\´¯¨£mh £μ¨¦US® PoUP¨£mh £μ¨¦US® Cøh¨£mh Âzv¯õ\®

5%US ÷©À GÛÀ ———————— £μ¨¦ AÝ©vUP»õ®.

(A) uØPõ¼P £μ¨¦ (B) {μ¢uμ©õÚ £μ¨¦

(C) Pozu £μ¨¦ (D) £vÄ ö\´¯¨£mh £μ¨¦

7. The reputed areas should be reteably adjusted if

(A) entire field area and subdivision area are more than 5%

(B) entire field area difference and component sub division area does not difference

(C) entire field area and component sub division area does not difference

(D) entire field area does not differs more than 5% and sub division area differs more than 5%

©Ö PnURk £μ¨¦ ———————— GÛÀ \›Pmh¨£kQÓx.

(A) •Ê¨¦»® ©ØÖ® Em¤›Ä £μ¨£ÍÄ ÷ÁÖ£õk 5%US ÷©À Ç¢uõÀ

(B) •Ê¨¦»® £μ¨£ÍÄ Âzv¯õ\® ©ØÖ® Em¤›ÄPÎß £μ¨£ÍÄ Âzv¯õ\® CÀ»õ©À

Ç¢uõÀ

(C) •Ê¨¦»® ©ØÖ® Em¤›ÄPÎß £μ¨£ÍÄ Âzv¯õ\® CÀ»õ©À Ç¢uõÀ

(D) •Ê¨¦»¨£μ¨£ÍÂß Âzv¯õ\® 5%US ÷©À CÀ»õ©À Em¤›ÄPÎß £μ¨£ÍÄ

Âzv¯õ\® 5%US ÷©À Ç¢uõÀ


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8. On scrutiny when the sub division sketch is prepared and not signed by MFS, then the sub

division records may be

(A) Sent to Tahsildar (B) Sent to Deputy Inspector of Survey

(C) Returned to the M.F.S. (D) Village Administrative Officer

Em¤›Ä Áøμ£h® u¯õ›zx øPö¯Êzvhõ©À £μõ©›¨¦ SÖÁmh AÍÁº Tμõ´ÄUS

AÝ¨¤ÚõÀ A¢u Áøμ£h BÁn® ————————US AÝ¨£¨£k®.

(A) Ámhõm]¯º (B) Ámh \õºB´ÁõÍº

(C) £μõ©›¨¦ SÖÁmh AÍÁº (D) Qμõ© {ºÁõP A¾Á»º

9. In respect of files received for final scrutiny it is important that

(A) The subdivision statement should be attached

(B) Certificate of incorporation should be attached in the file

(C) The award passing order should be attached

(D) Recommendation letter

CÖv Tμõ´ÄUS Áμ¨ö£ØÓ ÷Põ¨¤À •UQ¯©õÚuõP ———————— CønUP¨£h

÷Ásk®.

(A) Em¤›Ä AÔUøP (B) ©õ|Pμõm] \õßÖ

(C) AÝ©v EzuμÄ (D) £›¢xøμ Piu®

10. The full responsibility of the scrutiny of sub-division records are

(A) The Assistant Director (B) The Inspector of Survey

(C) Deputy Inspector of Survey (D) Tahsildar

Em¤›Ä BÁn[PøÍ ———————— Tμõ´Ä (Scrutiny) ö\´ÁuØS •Ê¨

ö£õÖ¨÷£ØQÓõº.

(A) EuÂ C¯US|º (B) {»AÍøÁ B´ÁõÍº

(C) {»AÍøÁ xøn B´ÁõÍº (D) Ámhõm]¯º

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11. All the new subdivisions sanctioned by the Tahsildar should entered in (A) 6(1) Register (B) IR Register

(C) 8A Register (D) 5 Register

Ámhõm]¯μõÀ A[RP›UP¨£k® AøÚzx Em¤›ÄPøÍ²® ————————À

£v¯¨£kQÓx.

(A) 6(1) £v÷Ák (B) IR £v÷Ák

(C) 8A £v÷Ák (D) £v÷Ák 5

12. The first stage in all land acquisition process is (A) The post award passing (B) Draft declaration (C) Draft Notification under Section 4(1) of the Act (D) Draft notification under Section 6 of the Act

———————— Gß£x {» Gk¨¦ £o°ß •ußø©¯õÚuõS®.

(A) £o {¯©Ú®

(B) ÁøμÄ öÁÎ°kuÀ

(C) ÁøμÄ AÔUøP ¤›Ä 4 (1) \mhzvß £i öÁÎ°kuÀ

(D) ÁøμÄ AÔUøP ¤›Ä 6 \mhzvß £i öÁÎ°kuÀ

13. The subdivision work in LA should commence only after the publication of. (A) Notification under section 5 (B) Notification under section 6(1) (C) Notification under section 8(1) (D) Notification under section 9(1)

———————— öÁÎ°mh¤ß Em¤›Ä £oPÒ {» Gk¨¤À |øh•øÓUS Á¸QßÓÚ.

(A) ¤›Ä 5ß£i ÂÍ®£μ® (B) ¤›Ä 6(1)ß£i ÂÍ®£μ®

(C) ¤›Ä 8(1)ß£i ÂÍ®£μ® (D) ¤›Ä 9(1)ß£i ÂÍ®£μ®

14. In Land Acquisition incorporation of changes in village and taluk records should be done only after the inspection of (A) Deputy Inspector of Survey (B) Inspector of survey (C) Tahsildar (D) Assistant Director

{»Gk¨¦ Qμõ©® ©ØÖ® Ámh BÁn[PÒ BQ¯ÁØÔÀ ©õ|Pμ {» Gk¨¤ß ————————

B´ÄUS¨¤ß ©õÖuÀ ö\´¯¨£kQÓx.

(A) xøn {»AÍøÁ B´ÁõÍº (B) {»AÍøÁ B´ÁõÍº

(C) Ámhõm]¯º (D) EuÂ C¯US|º


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15. From Taluk Office the intend of instrument and stationary should be sent to (A) The collector (B) The District Revenue Officer (C) The Assistant Director (D) The Revenue Division Officer

Ámhõm]¯º A¾Á»Pzv¼¸¢x ———————— US E£Pμn[PÒ ©ØÖ® GÊx ö£õ¸mPÒ

£mi¯À AÝ¨£¨£kQÓx.

(A) ©õÁmh Bm]¯º (B) ©õÁmh Á¸Áõ´ A¾Á»º

(C) EuÂ C¯US|º (D) Á¸Áõ´ ÷Põmh A¾Á»º

16. Equipment register should maintained by ———————— to inspect the instrument issued to V.A.O. (A) Deputy Inspector of Survey (B) Maintenance Firka Surveyor (C) Inspector of Survey (D) L.R.D.

————————BÀ E£Pμn[PÒ £v÷Ák £μõ©›UP¨£mk Qμõ© {ºÁõP A¾Á»¸US

ÁÇ[P¨£kQÓx.

(A) {»AÍøÁ xøn B´ÁõÍº (B) £μõ©›¨¦ SÖÁmh AÍÁº

(C) {»AÍøÁ B´ÁõÍº (D) Ámh BÁn ÁøμÁõÍº

17. ———————— subdivision fee should be collected with the subdivision application. (A) after measurement of subdivision (B) before measurement (C) in advance (D) after issuing patta

Em¤›Ä Âsn¨£zxhß ———————— Em¤›Ä Pmhn® Á`¼UP¨£kQÓx.

(A) Em¤›ÄUS¨¤ß (B) AÍøÁUS •ß

(C) •ßöuõøP (D) £mhõ ÁÇ[Q¯ ¤ß

18. No subdivision fees need to be collected from Govt. of India for. (A) Poramboke subdivision (B) Land assignment (C) Land acquisition (D) Changes in land rights

C¢v¯ Aμ]hª¸¢x ————————US Em¤›Ä Pmhn® Á`¼¨£vÀø».

(A) ¦Ó®÷£õUS {»zvÀ Em¤›Ä ö\´¯ (B) {» J¨£øh ö\´¯

(C) {»® øP¯P¨£kzxuÀ ö\´¯ (D) {» E›ø© ©õØÓ® ö\´¯

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19. The amount of sub division fees collected should be credited to ———————— head of account.

(A) 8085 LR (B) 2029 LR

(C) 0085 LR (D) 0029 LR

Em¤›Ä Pmhn® ————————À PnUS uø»¨¤À ÁμÄ øÁUP¨£kQÓx.

(A) 8085 LR (B) 2029 LR (C) 0085 LR (D) 0029 LR

20. The Inspector of Survey should submit their diary once in a

(A) month (B) fortnight

(C) bimonth (D) week

{» AÍøÁ B´ÁõÍº ———————— u©x |õmSÔ¨ø£ \©º¤UP ÷Ásk®.

(A) ©õu® (B) •Ø£Sv

(C) ©õu® C¸•øÓ (D) Áõμ®

21. Hearing of original land complaint is the main duty of

(A) Tahsildar (B) Inspector of Survey

(C) Taluk Sub Inspector (D) Maintenance Firka Surveyor

Esø©¯õÚ {»uõÁõUPøÍ wº¨£x ————————ß •uÀ £o¯õS®.

(A) Ámhõm]¯º (B) {»AÍøÁ B´ÁõÍº

(C) Ámh \õº B´ÁõÍº (D) SÖÁmh B´ÁõÍº

22. Length of commonly used metric chains are

(A) 10 m (B) 20 m

(C) 30 m (D) 40 m

ö£õxÁõP ö©m›U \[Q¼°ß }Í®

(A) 10 « (B) 20 «

(C) 30 « (D) 40 «


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23. In a closed traverse of ‘N’ sides the sum of internal angles should be

(A) 902 n degree (B) 90)42( n degree

(C) 90)42( n degree (D) 90n degree

‰i¯ iμõÁºêß £UP[PÒ N GÛÀ Em÷Põn[PÎß TkuÀ ———————— BS®.

(A) 902 n iQ› (B) 90)42( n iQ›

(C) 90)42( n iQ› (D) 90n iQ›

24. Before starting survey ———————— is prepared and marked.

(A) index map (B) location sketch

(C) town map (D) topographical map

{»AÍøÁ ö\´ÁuØS •ß£õP ———————— u¯õ›zx SÔ°h ÷Ásk®.

(A) SÔ±mk Áøμ£h® (B) Ch®Põq® Áøμ£h®

(C) |Pμ Áøμ£h® (D) ÷hõ÷£õQμõ¤PÀ Áøμ£h®

25. In compass surveying direction of survey lines are measured with

(A) beam compass (B) magnetic compass

(C) prismatic compass (D) plotting compass

Põ®£ì {»AÍøÁ°À {»AÍøÁ ÷PõkPÎß vø\PÒ ————————BÀ

AÍÂh¨£kQÓx.

(A) ¥® Põ®£ì (B) ÷©UÚiU Põ®£ì

(C) ¤μì÷©iU Põ®£ì (D) ¤Íõi[ Põ®£ì

26. The difference in the two ends of the magnetic needle should be

(A) 0 degree (B) 90 degree

(C) 180 degree (D) 360 degree

Cμsk Põ¢u •øÚPÐUS® Cøh¨£mh Âzv¯õ\® ———————— BS®.

(A) 0 iQ› (B) 90 iQ›

(C) 180 iQ› (D) 360 iQ›

084/DM/18

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27. The magnetic compass is in good condition if the eye line object line and plumb line are

(A) coincide

(B) do not coincide

(C) are at different angles

(D) eye line and plumb line alone coincides

Põ¢u©õÛ°À Psn¸S ÷Põmi¼¸¢x £õºzuõÀ ö£õ¸Í¸S (Plump) ————————

{ø»°¾ÒÍx Gß£uõS®.

(A) Jzv¸¢uõÀ

(B) öu›¯õ©¼¸¢uõÀ

(C) öÁÆ÷ÁÖ ÷Põnzv¼¸¢uõÀ

(D) Psn¸S÷Põk ©ØÖ® ö£õ¸Í¸S ÷Põk uozx Cønzv¸¢uõÀ

28. In compass survey the compass needle is likely to attract many steel structures, so it is not

suitable for ———————— area.

(A) villages (B) agricultural

(C) outskirts of cities (D) city

Põ®£ì AÍøÁ°À Põ®£ì F] C¸®¦ ö£õ¸ÒPøÍ CÊ¨£uõP C¸US©õ°ß

——————US \›¯õPõx.

(A) Qμõ©® (B) ÂÁ\õ¯®

(C) |Pμ GÀø» ÷Põk (D) |Pμ®

29. G.T.S. Bench mark means

(A) Great Triangle Station (B) Geo Trigonometric Station

(C) Great Trigonometric (D) Great Trigonometric Survey

G.T.S. ö£ga SÔ±k Gß£x

(A) Q÷μm iøμB[QÒ ì÷h\ß (B) â÷¯õ i›Unö©m›U ì÷h\ß

(C) Q÷μm i›Unö©m›U (D) Q÷μm i›Unö©m›U \º÷Á


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30. The process of adjusting the position of point on plane table exactly over its position on

ground is called as

(A) levelling (B) orientation

(C) centring (D) traversing

¤÷Íß ÷h¤Ò £o°ÛÀ ¦ÒÎ°ß Chzøu \›ö\´x {ø»¯zøu Aø©¢uøÁ ——————

GÚ AøÇUQ÷Óõ®.

(A) ö»Á¼[ (B) \›ö\´uÀ

(C) {ø»£kzuÀ (D) iμõÁºì

31. What is usually included in a Topographic map?

(A) relief (B) road/footpath

(C) landmark (D) all of the above

‘‘÷hõ¨÷£õQμõ¤U’’ Áøμ£hzvÀ ÁÇUP©õP Põn¨£kÁx

(A) ÷©k £ÒÍ® (B) £õøu/|øh£õøu

(C) ¦» Aøh¯õÍ® (D) ÷©ØPsh AøÚzx®

32. What is the largest scale of topographic maps produced by survey and mapping office,

Lands Department?

(A) 1:500 (B) 1:2000

(C) 1:5000 (D) 1:50000

{» AÍøÁ (©) Áøμ£h A¾Á»P® (©) {» AÍøÁzxøÓ¯õÀ u¯õ›UP¨£k® ªP¨ö£›¯

AÍÃk EÒÍ ÷hõ¨÷£õQμõ¤U Áøμ£h® Gx?

(A) 1:500 (B) 1:2000

(C) 1:5000 (D) 1:50000

084/DM/18

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33. The methods used in modern survey ———————— system and in the manual survey earlier, Everest Ellipsoid, are basically different

(A) WGS-56 (B) WGS-64

(C) WGS-68 (D) WGS-84

———————— ‰»® {»AÍøÁ ö\´Áx £øÇ¯ {»AÍøÁ, GÁöμìm G¼¨\õ´k BQ¯

AÍøÁ°¼¸¢x •ØÔ¾® ©õÖ£mkÒÍx.

(A) WGS-56 (B) WGS-64 (C) WGS-68 (D) WGS-84

34. What is the approximate number of 1:1000 survey sheets (topographic maps) published by lands department that cover the whole territories?

(A) 50 (B) 120

(C) 250 (D) 400

•Êø©¯õÚ ¦»¨£SvøPøÍU öPõsh {» AÍøÁz xøÓ¯õÀ öÁÎ°h¨£k® 1:1000 {»

AÍÄzuõmPÒ (topographic maps) GÚ¨£k® 1:1000 AÍÄzuõmPÒ Gß£vß ÷uõμõ¯©õÚ Gs

Gx?

(A) 50 (B) 120

(C) 250 (D) 400

35. Creation of new sub-divisions using collabland and Tamil Nilam software interface in

(A) Survey and settlement office

(B) Collector office

(C) Taluk office

(D) Municipal office

————————À öPõ»õ¨÷»sm ©ØÖ® uªÌ{»® ©ØÖ® ö©ßö£õ¸Ò E£÷¯õQzx ¦v¯

Em¤›ÄPÒ £v¯¨£kQßÓÚ.

(A) {»AÍøÁ ©ØÖ® {»Á›zvmh A¾Á»P®

(B) ©õÁmh Bm]¯º A¾Á»P®

(C) Ámhõm]¯º A¾Á»P®

(D) |Pμõm] A¾Á»P®


13

36. The collabland and Tamil Nilam Software have login features for various user levels such

as Draftsman, Deputy Inspector of Survey and

(A) Sub-Inspector of Survey (B) Revenue Inspector

(C) Deputy Collector (D) Tahsildar

ÁøμÁõÍº {»AÍøÁ Ámhzxøn B´ÁõÍº ©ØÖ® ———————— BQ÷¯õº

öPõ»õ¨÷»sm ©ØÖ® uªÌ{»® ö©ßö£õ¸mPøÍ £¯ß£kzv £o ö\´QßÓÚº.

(A) Ámh \õº B´ÁõÍº (B) Á¸Áõ´ B´ÁõÍº

(C) ©õÁmh xøn Bm]¯º (D) Ámhõm]¯º

37. This department is developing web-based software applications for the online maintenance

of land records through the

(A) State National Informatics Centre (B) Central Government

(C) Corporation (D) Survey of India

{»AÍøÁ BÁn[PøÍ ———————— EuÂ¯õÀ Ai¨£øh¯õÚ ö©ßö£õ¸Ò öPõsk

Bßø»ß ‰»® |©x xøÓ {ºÁõQUQÓx.

(A) ÷u]¯ uPÁÀ ø©¯® (NIC) (B) ©zv¯ Aμ_

(C) |Pμõm] (D) \º÷Á B¨ C¢v¯õ

38. LCC denotes

(A) Lambert Conical Conformal Projection

(B) Land Candid Carto Projection

(C) Lambert Conformal Conical Projection

(D) Lambert Costing Concive Projection

LCC Gß£x

(A) ÷»®£ºm ÷PõÛUPÀ Pß£õº©À ¦öμõöáUåß

(B) ÷»sm ÷Psim Põºm÷hõ ¦öμõöáUåß

(C) ÷»®£ºm Pß£õº©À ÷PõÛUPÀ ¦öμõöáUåß

(D) ÷»®£ºm Põìi[ PßæÆ ¦öμõöáUåß

084/DM/18

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39. WGS-84 uses the Universal Transverse Mercator Projection for ————————

Projection.

(A) Traverse (B) Conical

(C) Map (D) Continuous

²ÛÁº\À iμõßì÷Áºì ö©º÷Pmhº ¦öμõáUåß WGS-84 E£÷¯õQzx ————————

¦öμõáUåß ö£Ó¨£kQÓx.

(A) iμõÁºì (B) ÷PõÛUPÀ

(C) Áøμ£h® (D) öuõhºa]¯õP

40. In Madras Presidency Cadastral Survey, measurement of area is made in British Acres and

cents and in metric system ———————— (after 1964)

(A) Conic and feet (B) Ground and Manai

(C) Maa and Kulzhi (D) Hectares and Ares

ö\ßøÚ ©õPõnzvÀ PhõìiμõÀ {»AÍøÁ°À ¤›miè •øÓ°À HUPº ©ØÖ® ö\sm ©ØÖ®

(1964US¤ß) ö©m›U •øÓ°À ———————— GßÖ® AÍÂh¨£kQÓx.

(A) Põo ©ØÖ® Ai (B) QμÄsm ©ØÖ® ©øÚ

(C) ©õ ©ØÖ® SÈ (D) öíU÷hº ©ØÖ® Hº

41. AS in the replacement of the Paimaish system by the modern manual survey in the

———————— century, correlated records and historical legacy records have to be

maintained meticulously.

(A) Late 12th (B) Late 15th

(C) Late 16th (D) Late 19th

———————— ¡ØÓõsiÀ ø£©õì •øÓ°¼¸¢x |ÃÚ •øÓUS öuõhº¦

ÂÍUP¨£mi¯À ©ØÖ® Áμ»õØÖ BÁn[PÒ \› ö\´¯¨£mk {ºÁQUP öPõskÁμ¨£mhx.

(A) 12® ¡ØÓõsk (B) 15® ¡ØÓõsk

(C) 16® ¡ØÓõsk (D) 19® ¡ØÓõsk


15

42. Check the positions of old traverse stones and refix, if necessary using the ————————

Facility of Total Stations.

(A) shifting (B) stake out

(C) measuring (D) scanning

£øÇ¯ iμõÁºì PØPøÍ B´Ä ©ØÖ® ©õØÖuÀ BQ¯Ú ÷hõmhÀ ì÷h\ß ‰»©õP

————————À Aø©UP¨£kQßÓÚ.

(A) ©õØÖuÀ (B) öÁÎ÷¯ØÖuÀ

(C) AÍÄPÍõÀ (D) £vuÀ

43. Observe and record the WGS-84 co-ordinates with ———————— for all the traverse

points and GT Stations (Major, Minor and MTS)

(A) ETS (B) GPS

(C) GCPS (D) Traverse

AøÚzx iμõÁºì ¦ÒÎPÒ ©ØÖ® ÷u]¯ •U÷Põn {ø»¯[PÒ (÷©áº ©ØÖ® ø©Úº

G®.i.Gì) ———————— xøn öPõsk WGS-84 ÷Põ Bºi÷ÚmkPÒ AÍÂmk

BÁn¨£kzu¨£kQßÓÚ.

(A) ETS (B) GPS

(C) GCPS (D) iμõÁºì

44. By feeding the ———————— with Local False Origin Co-ordinates, surveying should be

done for measuring the boundaries of individual land parcels.

(A) GPS (B) Theodolite

(C) Total stations (D) Tacto-meter

EÒÑº öuõhUP uÁÓõÚ ÷Põ&Bºi÷ÚmPøÍ ————————À EÒÏk ö\´x ¤ß

uÛ¨£mh {»zvß GÀø»PÒ AÍÂh¨£kQßÓÚ.

(A) GPS (B) v÷¯õhø»m

(C) ÷hõmhÀ ì÷h\ß (D) ÷hU÷hõ «mhº

084/DM/18

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45. Area measurements should be recorded in Hectares, Ares and Square Metres in rural areas.

For ———————— and Nathams, area should be recorded in decimal of Square Metre

(i.e. Hectares, Ares Square Metres and decimal of Sq.Mt.)

(A) Cadestral survey (B) Town survey

(C) Municipal survey (D) Corporation survey

Qμõ© {» AÍøÁ°À £μ¨£ÍÄ öíU÷hºì, Hºì ©ØÖ® \.«mhºPÎÀ £v¯¨£kQÓx.

———————— ©ØÖ® |zu® {» AÍøÁ°À xÀ¼¯©õÚ \.« À u\©ìuõÚzxhß £μ¨£ÍÄ

£v¯¨£kQÓx (E®. öíU÷hºì, Hºì, \xμ «mhº u\©ìuõÚ AÍÄPÐhß \xμ «mh›À)

(A) PhõìiμÀ \º÷Á (B) |Pμ AÍøÁ

(C) •ß]£À AÍøÁ (D) ©õ|Pμ AÍøÁ

46. EGM denotes

(A) Earth Gravity Model (B) Eastern Gravity Model

(C) Earth Gap Method (D) East and West Goal Method

EGM Gß£x

(A) Gºz Q÷μÂmi ©õhÀ (B) Dìmμß Q÷μÂmi ©õhÀ

(C) Gºz ÷P¨ ö©zöuk (D) Dìm ©ØÖ® öÁìm ÷PõÀ ö©zöuk

47. NIMA means

(A) National Imagery and Mapping Agency

(B) National Irrigation and Modern Agency

(C) Navigation Image and Model Aid

(D) Natural Imagination and Method Apply

NIMA Gß£x

(A) ÷|åÚÀ Cö©â› Aßm ÷©¨¤[ Höáßê

(B) ÷|åÚÀ C›÷Påß Aßm ©õºhºß Höáßê

(C) ÷|Â÷Påß Cö©ä Aßm ©õhÀ G´m

(D) ÷|a_μÀ Cö©â÷Úåß Aßm ö©zöuk A¨øÍ


17

48. Aerial survey is a method of collecting information by using aerial (A) survey (B) photography (C) method (D) line

ÁõßÁÈ {»AÍøÁ°À ————————ß ‰»® ö£Ó¨£mh ÂÁμ[PÒ

£¯ß£kzu¨£kQßÓÚ.

(A) AÍøÁ (B) ÷£õm÷hõQμõ¤

(C) •øÓ (D) ÷Põk

49. LIDAR defines (A) Light Detection and Ranging (B) Loose Detective and Ragging (C) Light Delight and Road (D) Loose Deled and Routine

LIDAR Gß£x

(A) ø»m iöhUåß Aßm ÷μ[Q[ (B) ¿ì iöhUiÆ Aßh ÷μUQ[

(C) ø»m iø»m Aßm ÷μõk (D) ¿ì jÀk Aßm öμõmjß

50. When did Lands Department begin the digitization of FMB and land information using Everest Ellipsoid technologies? (A) 1991 (B) 2002 (C) 2005 (D) 2010

GÁöμìm G¼¨\õ´k öPõsk ¦»¨£h® ©ØÖ® {»® \õº¢u uPÁÀPøÍ G¢u Bsk •uÀ

Poo©¯©õUP¨£mhx.

(A) 1991 (B) 2002 (C) 2005 (D) 2010

51. In land surveying, what does GIS stand for? (A) Geological Investigation System (B) Geographic Infrastructure Service (C) Geographic Information System (D) Geodetic Information System

{»AÍøÁ°À, GIS G¢u •øÓ°À £¯ÚõQÓx?

(A) â÷¯õ»õâUPÀ CßöÁìi÷Påß ]ìh®

(B) â÷¯õQμõ¤U Cß£μõìhU\º \ºÃì

(C) â÷¯õQμõ¤U Cß£º÷©åß ]ìh®

(D) â÷¯õöhiU Cß£º÷©åß ]ìh®

084/DM/18

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52. What is the maximum area to be covered in the town survey for Closed blocks?

(A) 64 Hec (B) 4 Hec

(C) 10 Hec (D) 6 Hec

|PμÍøÁ°À ö|¸UP©õÚ £Svø¯ (Close Block) GÆÁÍÄ £μ¨¤À øÁUP ÷Ásk®?

(A) 64 öíU÷hº (B) 4 öíU÷hº

(C) 10 öíU÷hº (D) 6 öíU÷hº

53. Select the system presently followed for Information of Survey fields in Tamilnadu

(A) Block map system

(B) Plantable system

(C) Simple Triangulation Method

(D) Diagonal and Offset system

uªÌ|õmiÀ uØ\©¯® \º÷Á ¦»[PÒ Aø©UP¨£k® •øÓ

(A) ¤ÍõU ÷©¨ •øÓ (B) ¤÷Íß÷h¤Ò •øÓ

(C) \õuõμn •U÷Põn •øÓ (D) ‰ø»Âmh •U÷Põn SzuÍÄ •øÓ

54. 1 Meter = ———————— feets.

(A) 3,28084 (B) 32,8084 Feet

(C) 43560 Feet (D) 247 Acres

1 «mhº Gß£x GzuøÚ Ai

(A) 3,28084 (B) 32,8084 Ai

(C) 43560 Ai (D) 247 HUPº


19

55. 1 Hectre = (A) 2.47 Acres (B) 247 sq.feet

(C) 100 Acres (D) 247 Acres

1 öíU÷hº {»® Gß£x

(A) 2.47 HUPº (B) 247 \.Ai

(C) 100 HUPº (D) 247 HUPº

56. Scales to be used for preparation of Village map

(A) 1:1000, 1:5000 mm (B) 1:500, 1:1000 mm

(C) 1:2000, 1:10000 mm (D) 1:5000, 1:10000 mm

J¸ Qμõ© Áøμ£h® Áøμ¯¨£k® AÍÄ

(A) 1:1000, 1:5000 ª.«. (B) 1:500, 1:1000 ª.«.

(C) 1:2000, 1:10000 ª.«. (D) 1:5000, 1:10000 ª.«.

57. What is the admissible tolerance between the Registered area and Actual area?

(A) below 10% (B) below 15%

(C) below 5% (D) below 25%

£vÄ ö\´¯¨£mh ÂìwºnzvØS®, Esø©¯õÚ ÂìwºnzvØS® Cøh°À GzuøÚ \uÃu®

÷ÁÖ£õk AÝ©vUP¨£mkÒÍx

(A) 10%&USÒ (B) 15%&USÒ

(C) 5 %&USÒ (D) 25%&USÒ

58. 1 Kilo Meter =

(A) 1000 Meter (B) 1500 Meter

(C) 10000 Meter (D) 100 Meter

1 Q÷»õ «mhº Gß£x

(A) 1000 « (B) 1500 «

(C) 10000 « (D) 100 «

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59. Subdivision notation will be started from ———————— direction.

(A) southwest (B) northwest

(C) northeast (D) Southeast

¦»¨£hzvÀ Em¤›Ä Gs G¢u vø\°À Bμ®¤UP¨£kQÓx?

(A) öuß÷©ØS ‰ø» (B) Áh÷©ØS ‰ø»

(C) ÁhQÇUS ‰ø» (D) öuß QÇUS ‰ø»

60. Presently FMS sketches drawn in

(A) Feet system (B) Metric system

(C) Links system (D) None of these

uØ÷£õx ¦»¨£h[PøÍ ÁøμÄ ö\´²® AÍÄ •øÓ

(A) Ai •øÓ (B) ö©m›U •øÓ

(C) ¼[ì •øÓ (D) ÷©ØPsh GxÄªÀø»

61. Area formula for a triangle

(A) lb (B) a*a

(C) 21 bh (D) 2

1 lbh

•U÷Põnzvß £μ¨¦UPõÚ `zvμ®

(A) }Í® AP»® (B) £UP® £UP®

(C) 21 AP»® E¯μ® (D) 2

1 }Í® AP»® E¯μ®

62. Total angle summation of a Triangle

(A) 90 (B) 360

(C) 180 (D) 300

•U÷Põnzvß ö©õzu ÷Põn[PÒ

(A) 90 (B) 360

(C) 180 (D) 300


21

63. Diagonal of a circle is

(A) 2 * Radius (B) Equal to Radius

(C) 3 * Radius (D) 21 * Radius

J¸ Ámhzvß Âmh® Gß£x

(A) Bμzvß Ç ©h[S (B) Bμzvß J¸ ©h[S

(C) Bμzvß ‰ßÖ ©h[S (D) Bμzvß Aøμ ©h[S

64. Minimum sides needed to formation of a land parcel

(A) 5 (B) 3

(C) 2 (D) 10

J¸ {»¨£μ¨ø£ AhUS® GÀø»PÍõP Aø©ÁuØS SøÓ¢u £m\® £UP[PÒ

(A) 5 (B) 3

(C) 2 (D) 10

65. A triangle has two sides equal called

(A) Bilateral Triangle (B) Equilateral Triangle

(C) Right angled Triangle (D) None of these

J¸ •U÷Põnzvß Ç £UP[PÐ® \©©õP Ç¢uõÀ A¢u •U÷Põn®

(A) Ç \©£UP •U÷Põn® (B) \©£UP •U÷Põn®

(C) ö\[÷Põn® •U÷Põn® (D) ÷©ØPsh GxÄªÀø»

66. Angle for a straight line is

(A) 90 (B) 180

(C) 360 (D) none of these

J¸ £kUøP ÷Põmøh Áøμ¢uõÀ EshõS® ÷Põn®

(A) 90 (B) 180

(C) 360 (D) ÷©ØPsh GxÄªÀø»

084/DM/18

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67. 1 Acre is

(A) 40.47 Sq.m. (B) 50 Ares

(C) 1000 Sq.m (D) 1 Hec

J¸ HUPº {»® Gß£x

(A) 40.47 \.« (B) 50 Hºì

(C) 1000 \.« (D) 1 öíU÷hº

68. Sq.Km is

(A) 1000 Hec (B) 10 Hec

(C) 100 Hec (D) 50 Hec

J¸ \xμ Q÷»õ «mhº Gß£x

(A) 1000 öíU÷hº (B) 10 öíU÷hº

(C) 100 öíU÷hº (D) 50 öíU÷hº

69. A Nautical Mile Distance is

(A) 1.85 km (B) 2000 meter

(C) 1.50 km (D) 1000 meter

J¸ PhÀ ø©À Gß£x

(A) 1.85 Q.« (B) 2000 «

(C) 1.50 Q.« (D) 1000 «

70. In Traverse Survey, Azimuth observation has to be taken for atleast between ——————stations.

(A) 40 to 50 (B) 100 to 110

(C) 70 to 80 (D) 10 to 25

iμõÁºì £o°ß ÷£õx SøÓ¢u£m\® GzuøÚ {ø»¯[PÐUS Cøh°À `›¯ ÷Põn®

(Azimuth) GkUP¨£kQÓx.

(A) 40 •uÀ 50 (B) 100 •uÀ 110

(C) 70 •uÀ 80 (D) 10 •uÀ 25


23

71. 10,000 Sq.Meter is

(A) 1 Hec (B) 1 Ares

(C) 40.5 Ares (D) 80 Ares

10,000 \xμ«mhº Gß£x

(A) 1 öíU÷hº (B) 1 Hºì

(C) 40.5 Hºì (D) 80 Hºì

72. Formula for the area of a circle

(A) r2 (B) bh2/1

(C) 2r (D) )21(2/1 hhb

Ámhzvß £μ¨¦ Põn `zvμ®

(A) r2 (B) bh2/1

(C) 2r (D) )21(2/1 hhb

73. Initial survey of a village, survey numbering will be started from

(A) southeast (B) northwest

(C) northeast (D) southwest

Qμõ© {» AÍøÁ°ß ÷£õx ¦» GsPÒ ———————— vø\°¼¸¢x xÁ[P¨£k®

(A) öußQÇUS (B) Áh÷©ØS

(C) ÁhQÇUS (D) öuß÷©ØS

74. 1 Sq. Mile is

(A) 100 Acres (B) 640 Acres

(C) 1000 Acres (D) 240 Acres

J¸ \xμ ø©À Gß£x

(A) 100 HUPº (B) 640 HUPº

(C) 1000 HUPº (D) 240 HUPº

084/DM/18

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75. Survey and Boundaries Act implemented in the year (A) 1923 (B) 1948 (C) 1925 (D) 1956

uªÌ|õk {»AÍøÁ GÀø»a \mh® A©À£kzu¨£mh Bsk

(A) 1923 (B) 1948 (C) 1925 (D) 1956

76. The basic unit of length in the public-land is the (A) Gunter’s “chain” off 66 feet or 100 links (B) Meter (C) Square root (D) Square mile

ö£õx {»® Gß£vÀ }Ízvß A»S

(A) Pshºì ‘‘ö\°ß’’ 66Ai (A) 100 ¼[ì

(B) «mhº

(C) ÁºUP‰»®

(D) \xμ ø©°À

77. In S/B Act, power to enter upon, examine the land (A) Section 13 (B) Section 6 (1)

(C) Section 22 (D) Section 27

{» AÍøÁ ©ØÖ® GÀø» \mhzvÀ uøh°ßÔ {» AÍøÁ ö\´¯ ———————— ÁÈ

ÁSUQÓx.

(A) ¤›Ä 13 (B) ¤›Ä 6 (1)

(C) ¤›Ä 22 (D) ¤›Ä 27

78. Ground land = (A) 2400 Sq.feet (B) 5000 Sq.feet (C) 1200 Sq.feet (D) 0.4500 Sq.meter

J¸ QμÄsm {»® Gß£x

(A) 2400 \.Ai (B) 5000 \.Ai (C) 1200 \.Ai (D) 0.4500 \.«.


25

79. In Metric system, Area of a 1 Sq.feet =

(A) 0.0929 Sq.Meter (B) 0.9500 Sq.Meter

(C) 1000 Sq.Meter (D) 0.4500 Sq.Meter

1 \xμ Ai £μ¨¦ Gß£x ö©m›U •øÓ°À

(A) 0.0929 \.«. (B) 0.9500 \.«.

(C) 1000 \.«. (D) 0.4500 \.«.

80. The following main survey process will be done in field

(A) C&D and S&B (B) G&H and C&D

(C) A&B and E&F (D) S&B and I&J

¦»zvÀ ÷©ØöPõÒÍ¨£k® •ußø© {»AÍøÁ¨ £oPÒ

(A) C&D and S&B (B) G&H and C&D

(C) A&B and E&F (D) S&B and I&J

81. The software used for preparation of FMS

(A) TamilNilam (B) Autocad

(C) Collabland (D) CoralDraw

¦»¨£h® ÁøμÄ ö\´¯ £¯ß£kzu¨£k® ö©ßö£õ¸Ò

(A) TamilNilam (B) Autocad

(C) Collabland (D) CoralDraw

82. Size of A class Stone is

(A) 90 22.5 22.5 cm (B) 60 15 15 cm

(C) 30 15 15 cm (D) 90 22 22 cm

A PØPÎß AÍÄ

(A) 90 22.5 22.5 cm (B) 60 15 15 cm

(C) 30 15 15 cm (D) 90 22 22 cm

084/DM/18

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83. The final notification for completion of Survey process will be published under Section ———————— of S&B Act. (A) 13 (B) 6 (1)

(C) 9 (1) (D) 15 (2)

{»AÍøÁ •iÄ ö£ØÓuØPõÚ AÔ¨¦ {» AÍøÁ GÀø»a \mh® ¤›Ä ———————— RÌ

öÁÎ°h¨£k®.

(A) 13 (B) 6 (1)

(C) 9 (1) (D) 15 (2)

84. Stones planted in Forest boundary (A) A stone (B) Traverse stone

(C) Forest Coiern stone (D) CS stone

ÁÚ¨£Sv°ß GÀø»°À |h¨£k® PØPÒ

(A) A PØPÒ (B) iμõÁºì PØPÒ

(C) Põmkzys (D) \[Q¼ {» AÍøÁ PØPÒ

85. What is the length of the Mount Everest?

(A) 8848 m (B) 8840 m

(C) 8448 m (D) 8484 m

GÁöμìm ]Pμzvß E¯μ®

(A) 8848 m (B) 8840 m (C) 8448 m (D) 8484 m

86. Distance of earth from the sun

(A) 149.8 million KM (B) 140.8 million KM (C) 159.8 million KM (D) 189.8 million KM

§ªUS® `›¯ÝUS® Cøh¨£mh yμ®

(A) 149.8 million KM (B) 140.8 million KM (C) 159.8 million KM (D) 189.8 million KM


27

87. In Tamilnadu, Systematic Land Administration made in

(A) Chola period (B) Pallava period

(C) Cherar period (D) Nayakar period

uªÌ|õmiÀ ———————— Bm]U Põ»zvÀ {» AÍøÁ¨ £oPÒ ÷©ØöPõÒÍ¨£mk

]Ó¨£õÚ {»{ºÁõP® Põn¨£mhx

(A) ÷\õÇº Põ»® (B) £À»Áº Põ»®

(C) ÷\μº Põ»® (D) |õ¯UPº Põ»®

88. The topographical survey operations will be done by

(A) Tamilnadu Survey Dept.

(B) Survey of India

(C) Archaeology Dept.

(D) Geological Survey of India

ìu» {» AÍøÁ £oPÒ G¢u {ÖÁÚzuõÀ ÷©ØöPõÒÍ¨£k®

(A) uªÌ|õk {»AÍøÁz xøÓ

(B) C¢v¯ {»AÍøÁ {ÖÁÚ®

(C) öuõÀö£õ¸Î¯À xøÓ

(D) C¢v¯ ¦Â°¯À {»AÍøÁ xøÓ

89. In the front page of the A Register ———————— details will be furnished.

(A) Descriptive Memoir

(B) Survey Field Details

(C) Land Owner Details

(D) Classifications

‘A’ £v÷ÁmiÀ •ß£UPzvÀ ———————— SÔ¨¦PÒ £v¯¨£mi¸US®.

(A) Áμ»õØÖ SÔ¨¦

(B) ¦» GsPÒ Â£μ®

(C) £mhõuõμº ö£¯º

(D) ÁøP¨£õkPÒ

084/DM/18

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90. Expansion of GTS

(A) Great Trigonometric Station (B) Government Technical Survey (C) Government Town Surveyor (D) Government Triangulation Survey

GTS Gß£uß Â›ÁõUP®

(A) Great Trigonometric Station (B) Government Technical Survey (C) Government Town Surveyor (D) Government Triangulation Survey

91. The E-W axis of a Government land survey is called (A) Principal meridian (B) Base line (C) Section line (D) Line of longitude

Aμ_ {» AÍøÁ°ß Q-&÷© Aa_ GÚ AøÇUP¨£kÁx

(A) •UQ¯ wºUP÷μøP (B) Ai¨£øhU÷Põk (C) öÁmkU÷Põk (D) wºUP÷μøP ÷Põk

92. One link is (A) 10.10 m (B) 0.20 m (C) 0.30 m (D) 0.40 m

J¸ ¼[ì Gß£x

(A) 10.10 « (B) 0.20 « (C) 0.30 « (D) 0.40 «

93. Area of the square is 81 sq.m side of the square is (A) 7 m (B) 11 m (C) 5 m (D) 9 m

J¸ \xμzvß £μ¨¦ 81 \.«. GÛÀ Auß J¸ £UP AÍÄ

(A) 7 « (B) 11 « (C) 5 « (D) 9 «


29

94. Which is the best

(A) Simple triangular system (B) Punganur system

(C) Kasara system (D) Diagonal and offset system

RÌPshÁØÔÀ G¢u {» AÍøÁ •øÓ ]Ó¨£õÚx

(A) \õuõμn •U÷Põn •øÓ (B) ¦[PÞº •øÓ

(C) P\μõ •øÓ (D) ‰ø»Âmh SzuÍÄ •øÓ

95. Stone planted in village Tri-junction is

(A) Theodolite pointer stone (B) Theodolite Khandam Stone

(C) Theodolite A stone (D) Traverse Stone

Qμõ© •a\¢v°À |h¨£k® PÀ

(A) v÷¯õhø»m £õ°ßhº PÀ (B) v÷¯õhø»m PshU PÀ

(C) v÷¯õhø»m A PÀ (D) ÷Põn AÍøÁ PÀ

96. In a metric chain have ———————— links.

(A) 50 (B) 80

(C) 75 (D) 100

ö©m›U \[Q¼°À GzuøÚ ¼[ì EÒÍÚ?

(A) 50 (B) 80

(C) 75 (D) 100

97. Total Angles of Triangle is

(A) 90 (B) 360

(C) 180 (D) 220

•U÷Põnzvß ‰ßÖ ÷Põn[PÎß TkuÀ

(A) 90 (B) 360 (C) 180 (D) 220

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98. Action for the sanction of the relinquishment is taken in special register ———————— of

the Taluk office.

(A) No.4 (B) No.5

(C) No.6 (D) No.7

{»® Aμ_US uõÚ©õP ÁÇ[P¨£k® ÷|ºÄPÒ Ámh A¾Á»PzvÀ G¢u £v÷ÁmiÀ

£μõ©›UP¨£kQÓx

(A) 4® Gs £v÷Ák (B) 5® Gs £v÷Ák

(C) 6® Gs £v÷Ák (D) 7® Gs £v÷Ák

99. What are the three primary colors?

(A) Blue, Green, Red

(B) Magenta, Yellow, Cyan

(C) Black, White, Blue

(D) Red, Green, Yellow

•ußø© ‰ßÖ Ásn[PÒ

(A) }»®, £aø\, ]Á¨¦

(B) ö©á¢uõ, ©g\Ò, ]¯õß

(C) P¸¨¦, öÁÒøÍ, }»®

(D) ]Á¨¦, £aø\, ©g\Ò

100. Present charge for sub division

(A) No (B) 20

(C) 40 (D) 80

uØ÷£õøu¯ Em¤›Ä Pmhn®

(A) No (B) 20

(C) 40 (D) 80

————————


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ROUGH WORK

084/DM/18

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ROUGH WORK

084/dm/18 [turn over - tnpsc · 2018-06-28 · 084/dm/18 [turn over 5 8. on scrutiny when the sub...

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