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1. Patta Transaction Maintain the

(A) VAO (B) RI

(C) Tahsildar (D) RDO

£mhõ ©õØÓ[PøÍ E›¯ £v÷ÁkPÎÀ £v¢x £μõ©›¨£Áº

(A) Qμõ© {ºÁõP A¾Á»º (B) Á¸Áõ´ B´Áõͺ

(C) Ámhõm]¯º (D) Á¸Áõ´ ÷Põmh A¾Á»º

2. Under Control of Revenue Department

(A) District Collector

(B) DRO

(C) RDO

(D) CRA

Á¸Áõ´ {ºÁõPz xøÓ ––––––––– RÌ C¯[SQÓx.

(A) ©õÁmh Bm]¯º

(B) ©õÁmh Á¸Áõ´ A¾Á»º

(C) Á¸Áõ´ ÷Põmh A¾Á»º

(D) ]Ó¨¦ Bøn¯º ©ØÖ® Á¸Áõ´ {ºÁõP Bøn¯º

3. Changes of patta Transfer ––––––––– Account.

(A) 3 (B) 6

(C) 7 (D) 8

£mhõ ©õÖuÀPøÍ PnUS Gs ––––––––– &À £vÄ ö\´¯ ÷Ásk®.

(A) 3 (B) 6

(C) 7 (D) 8

4. While Checking the positions of old traverse stones when it is necessary to Refix it using the ––––––––– facility of Total Stations

(A) Shifting (B) ‘Stake out’

(C) Measuring (D) Scanning

£øǯ mμõÁºì PØPÎß {ø»ø¯ \›£õºzx «Í¨ ö£õ¸zx®÷£õx, ÷uøÁ¨£mhõÀ ÷hõmhÀ

ì÷håß E£PμnzvÀ EÒÍ ––––––––– •øÓø¯ £¯ß£kzv öPõÒÍ»õ®.

(A) |PºzuÀ (B) ‘‘ì÷hU AÄm’’

(C) AÍĨ£o (D) Á¸kuÀ

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5. ––––––––– Years one New chitta Preparation

(A) 5 (B) 15

(C) 10 (D) 12

]mhõ ––––––––– BskPÐUS J¸ •øÓ ¦vuõP GÊu¨£h ÷Ásk®.

(A) 5 (B) 15

(C) 10 (D) 12

6. ––––––––– Years once implemented of survey and settlement work.

(A) 30 (B) 35

(C) 25 (D) 20

{» AÍøÁ ©ØÖ® {» Á›zvmh® ––––––––– BskPÐUS J¸ •øÓ {» AÍøÁ

ö\´¯¨£k®.

(A) 30 (B) 35

(C) 25 (D) 20

7. What is the Village Setting?

(A) Village Map (B) Taluk Map

(C) Field Sketch (D) District Map

J¸ Qμõ©zvß Aø©¨ø£ SÔ¨¤kÁx Gx?

(A) Qμõ© Áøμ£h® (B) Ámh Áøμ£h®

(C) ¦»¨£h® (D) ©õÁmh Áøμ£h®

8. Tamil Nadu land ceiling Act passed ––––––––– year.

(A) 1961 (B) 1966

(C) 1971 (D) 1891

uªÌ |õk {» Ea\ Á쮦 \mh® ––––––––– Bsk C¯ØÓ¨£mhx.

(A) 1961 (B) 1966

(C) 1971 (D) 1891

9. Revenue survey called as

(A) Cadastral Survey (B) Town Survey

(C) Hill Survey (D) Topography

öμÂß³ \º÷Á ––––––––– AøÇUP¨£kQÓx.

(A) PhõìhÀ \º÷Á (B) |Pμ AÍøÁ

(C) ©ø» AÍøÁ (D) ìu» AÍøÁ

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10. Using the Theodolite Instrument of Survey Boundary ––––––––– Work.

(A) B (B) C

(C) D (D) E

GÀø»PøÍ v÷¯õhø»m P¸Â öPõsk \º÷Á ö\´Áx ––––––––– £o.

(A) ¤ (B) ] (C) i (D) C

11. Formation of Land survey is field Stone Planted ––––––––– Work.

(A) E (B) C

(C) D (D) B

\º÷Á ¦»[PøÍ Aø©zx PØPÒ |kÁx ––––––––– £o.

(A) C (B) ]

(C) i (D) ¤

12. Preparation of Village Map ––––––––– Work.

(A) E (B) C

(C) D (D) G

Qμõ© £h® u¯õ›zuÀ ––––––––– £o.

(A) C (B) ]

(C) i (D) â

13. At the beginning and at the end of a survey line ––––––––– is a point of importance.

(A) Tie line (B) Offsets

(C) Poles (D) Station

{» AÍøÁ ÷Põmiß B쮣® ©ØÖ® •iÁøh²® ChzvÀ •UQ¯ ¦ÒίõP C¸¨£x

(A) •ia] ÷PõkPÒ (B) SzuÍÄ

(C) P®£[PÒ (D) {ø»¯[PÒ

14. Supplemental survey ––––––––– cannot be changed

(A) Field Boundary’s (B) Field Measurement Book

(C) Village Boundary’s (D) Subdivisions

xøn {»AÍøÁ°À ––––––––– ©õØÓ •i¯õx.

(A) GÀø»PøÍ (B) ¦»¨£h[PøÍ

(C) Qμõ© GÀø»PøÍ (D) Em¤›ÄPøÍ

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15. ––––––––– Equal to 1000 square links

(A) One Acre (B) One Cent

(C) Ten Cents (D) One Hectors

1000 \xμ ¼[Uì Gߣx –––––––––

(A) 1 HUPº (B) 1 ö\ßm

(C) 10 ö\ßm (D) 1 öíU÷hº

16. ––––––––– Equal to 640 acres.

(A) 1 Cent (B) 10 Cents

(C) 1 Coni (D) 1 Sq. mile

640 HUPº ÷\º¢ux

(A) 1 ö\ßm (B) 10 ö\ßm

(C) 1 ö\ßm (D) 1 \xμ ø©À

17. One Hectare equal to ___________ Sq. M.

(A) 1000 (B) 100000

(C) 10000 (D) 100

J¸ öíU÷hº ÷\º¢ux ––––––––– \xμ «mhº

(A) 1000 (B) 100000

(C) 10000 (D) 100

18. ––––––––– Dimension of the “A” stone.

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

(C) 30 15 15 cm (D) 45 15 15 cm

‘‘A’’ & PÀ¼ß AÍÄ

(A) 90 22.5 22.5 ö\.« (B) 60 15 15 ö\.«

(C) 30 15 15 ö\.« (D) 45 15 15 ö\.«

19. Survey and boundary VIII Act Implementation ––––––––– Year.

(A) 1925 (B) 1924

(C) 1923 (D) 1921

\º÷Á ©ØÖ® ¦» GÀø» SÔzu VIII \mh® ––––––––– Á¸hzvÀ C¯ØÓ¨£mhx.

(A) 1925 (B) 1924 (C) 1923 (D) 1921

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20. Missing stone ––––––––– days renew the Stones.

(A) 10 (B) 18

(C) 15 (D) 30

Põnõ©À ÷£õÚõÀ PØPøÍ ––––––––– vÚ[PÐUSÒ PÀø»¨ ¦x¨¤UP ÷Ásk®.

(A) 10 (B) 18

(C) 15 (D) 30

21. The Town survey work, followed by

(A) Angle Method

(B) Triangle Method

(C) Right angle Triangle

(D) Circuit angle Method

|PμÍøÁ°À ––––––––– •øÓ°À \º÷Á ÷©ØöPõÒͨ£kQÓx.

(A) ÷Põn AÍøÁ

(B) •U÷Põn AÍøÁ

(C) ‰ø»Âmh •U÷Põn AÍøÁ

(D) _ØÖU ÷Põn AÍøÁ

22. Town Survey work is divide by

(A) FMB (B) Wards

(C) Blocks (D) A Registers

|PμÍøÁ £o°À ––––––––– ¤›UP¨£h ÷Ásk®.

(A) ¦»¨£h[PÍõP (B) ÁõºkPÍõP

(C) ¤ÍõUSPÍõP (D) A £v÷ÁkPÍõP

23. ––––––––– is stones Plantation of municipality Boundaries.

(A) 30 15 15 cm (B) 60 15 15 cm

(C) 45 15 15 cm (D) 90 22.5 22.5 cm

|Pμõm] GÀø»°À ––––––––– AÍÄÒÍ PØPøÍ |h÷Ásk®.

(A) 30 15 15 ö\.« (B) 60 15 15 ö\.«

(C) 45 15 15 ö\.« (D) 90 22.5 22.5 ö\.«

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24. ––––––––– Stones Planted in 3 or 4 streets Junction Points.

(A) 60 15 15 cm (B) 45 20.0 20.0 cm

(C) 90 22.5 22.5 cm (D) 30 15 15 cm

3 AÀ»x 4 öu¸UPÒ \¢vUS® Ch[PÎÀ G¢u AÍÄÒÍ PØPÒ |h¨£k®.

(A) 60 15 15 ö\.« (B) 45 20.0 20.0 ö\.«

(C) 90 22.5 22.5 ö\.« (D) 30 15 15 ö\.«

25. ––––––––– Dimension of field stones in Planted by field Junction on Town Survey Number.

(A) 60 15 15 cm (B) 45 22.5 22.5 cm

(C) 30 15 15 cm (D) 15 15 15 cm

|Pμ AÍøÁ°À |Pμ ¦» Gs •a\¢v°À |h÷Ási¯ PØPÒ AÍÄ –––––––––

(A) 60 15 15 ö\.« (B) 45 22.5 22.5 ö\.«

(C) 30 15 15 ö\.« (D) 15 15 15 ö\.«

26. The amount of sub-division fees collected should be credit to

(A) 8085 LR (B) 2029 LR

(C) 0085 LR (D) 029 LR

Em¤›Ä Pmhn©õP Á`¼UP¨£mh öuõøP¯õÚx –––––––––&À ÁμÄ øÁUP¨£kQÓx.

(A) 8085 {.Á (B) 2029 {.Á

(C) 0085 {.Á (D) 029 {.Á

27. ––––––––– Length of the Narrow field will be of field Survey Number formation.

(A) 20 m (B) 200 m

(C) 25 m (D) 250 m

SÖQ¯ ¦»® Aø©UP ––––––––– }ÍzvØS \º÷Á ¦»® Aø©UP¨£k®.

(A) 20 « (B) 200 «

(C) 25 « (D) 250 «

28. ––––––––– notice issued by the disappearance of the missing stones.

(A) 15(2) (B) 13

(C) 6 (2) (D) 6(1)

Põnõ©À ÷£õÚ PØPøÍ ¦x¨¤UP, öPõkUP ÷Ási¯ ÷|õmjì

(A) 15(2) (B) 13

(C) 6 (2) (D) 6(1)

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29. Taluk Account No.4 ____________ Register.

(A) Dharshat (B) Relinquishment

(C) Stone Stock (D) Transfer

Ámh PnUS Gs 4 ––––––––– £v÷Ák BS®.

(A) uìPõzx (B) E›ø©ÂhÀ

(C) PÀ C¸¨¦ (D) ©õÖuÀ

30. Three links ––––––––– metre.

(A) 0.2 (B) 0.08

(C) 0.3 (D) 0.6

‰ßÖ ¼[ì ––––––––– «mhº.

(A) 0.2 (B) 0.08

(C) 0.3 (D) 0.6

31. The Tamil Nadu Inam Abolish Act Passed ––––––––– Years.

(A) 1961 (B) 1963

(C) 1971 (D) 1991

uªÌ|õk CÚõ® JȨ¦a \mh® ––––––––– Bsk ¤Ø£¤UP¨£mhx.

(A) 1961 (B) 1963

(C) 1971 (D) 1991

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

(A) 0 degree (B) 90 degree

(C) 180 degree (D) 360 degree

Põ¢u F]°À C¸ •øÚPÎÀ ÷ÁÖ£õk

(A) 0 iQ› (B) 90 iQ›

(C) 180 iQ› (D) 360 iQ›

33. During ––––––––– Survey True North position of the frame is obtained by Azimuth observation.

(A) Traverse (B) Angular

(C) Field work (D) Peramlation work

––––––––– AÍøÁ°ß ÷£õx Esø©¯õÚ ÁhUS vø\ AÔ¯ xμÁ ÷Põn PnUQh¨£kQÓx.

(A) mμõÁºì (B) ÷Põn AÍøÁ

(C) ¦»¨£o (D) £õºøÁ°hÀ £o

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34. Survey Instruments submitted to ––––––––– Inspecting Officer.

(A) Assistant Director

(B) District Collector

(C) RDO

(D) Jambhandi Officer

{» AÍøÁ \õun[PÒ ––––––––– uoUøPUS uõUPÀ ö\´¯¨£h ÷Ásk®.

(A) Eu C¯US|º

(B) ©õÁmh Bm]¯º

(C) Á¸Áõ´ ÷Põmh A¾Á»º

(D) Á¸Áõ´ wºÁõ¯ A¾Á»º

35. Land Treated as Rock and Hill.

(A) UAW (B) AWD

(C) Poramboke (D) Patta

PÀ»õ[Szx ©ØÖ® ÷©k GßÓ {»[PÒ ––––––––– u›\õP PnUQh¨£kQßÓÚ.

(A) wºøÁ HØ£hõu (B) wºøÁ HØ£mh

(C) ¦Ó®÷£õUPõP (D) £mhõ

36. The Process of adjusting the position of point on plane table exactly over its position on ground station is called as

(A) Leveling (B) Orientation

(C) Centering (D) Traversing

¦»zvß «x Aø©¢xÒÍ {ø»¯zvß «x ¤Íõ´ß ÷h¤Ò {»AÍøÁ £»øPø¯ \›¯õP øÁUS®

•øÓUS ––––––––– GßÖ ö£¯º.

(A) \©¨£kzxuÀ (B) K›¯ß÷håß

(C) ø©¯¨£kzxuÀ (D) iμõÁºê[

37. ––––––––– Area the House tax register should be Maintain.

(A) Town (B) Village

(C) Hamlet Village (D) Encrochment

©øÚ Á›¨£v÷Ák ––––––––– £SvUS C¸US®.

(A) |Pº (B) Qμõ©®

(C) SUQμõ©® (D) BUQ쪨¦

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38. ––––––––– acres of Land Relingushment of Wet Land.

(A) 1 (B) 4

(C) 8 (D) 10

{»® E›ø© ÂhÀ |gø\°À ––––––––– HUP¸US ÷©À C¸UP ÷Ásk®.

(A) 1 (B) 4

(C) 8 (D) 10

39. ––––––––– Order was issued by the Land Acquisition work.

(A) 1898 (B) 1994

(C) 1896 (D) 1894

––––––––– Bsk {» Gk¨¦ ö\´¯ Bøn ¤Ó¨¤UP¨£mhx.

(A) 1898 (B) 1994

(C) 1896 (D) 1894

40. Land Acquisition, Land assignment all are changes in ––––––––– register.

(A) A (B) Chitta

(C) Adangal (D) Proamboke

{» Gk¨¦, {» J¨£øh¨¦ ÷£õßÓ ©õÖuÀPÒ ––––––––– £v÷ÁmiÀ £vÄ ö\´¯¨£k®.

(A) ‘A’ (B) ]mhõ

(C) Ah[PÀ (D) ¦Ó®÷£õUS

41. ––––––––– no dispute in my knowledge after completion of field work.

(A) Surveyor

(B) Deputy Inspector of Survey

(C) Tahsildar

(D) Revenue Divisional Officer

\º÷Á •i¢u ¤ÓS GÀø» £ØÔ¯ uõÁõ Hx® CÀø» GÚ ––––––––– •iÄ ö\´Áõº.

(A) \º÷Á¯º

(B) xøn B´Áõͺ

(C) Ámhõm]¯º

(D) Á¸Áõ´ ÷Põmh A¾Á»º

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42. Buried Stones Identification ––––––––– Procedure.

(A) Tie Line (B) Plament Coolie

(C) Offset (D) ‘F’ Line

§ªUS Ai°À |h¨£k® PÀø» Psk¤iUP ––––––––– ‰»® Psk¤iUP ÷Ásk®.

(A) øh ø»ß (B) ¤Íõªßm T¼

(C) B¨ ö\m (D) G¨ ø»ß

43. ––––––––– land known as the donated land.

(A) Deva thanam (B) Village Site

(C) Grama thanam (D) Inam thanam

uõÚ©õP AÎUP¨£k® {»zøu ––––––––– GÚ AøÇUP¨£kQÓx.

(A) ÷uÁ uõÚ® (B) Qμõ© |zu®

(C) Qμõ© uõÚ® (D) CÚõ® uÚõ®

44. G.T.S Bench mark means

(A) Great triangle station

(B) Geo-Trigonometric Station

(C) Great Trigonometric

(D) Height from Sea level

â.i.Gì ö£ga ©õºU Gߣx

(A) ö£›¯ •U÷Põn {ø»¯®

(B) ¦Â •U÷Põn¯À {ø»¯®

(C) ö£¸g_ØÖ •U÷Põn C¯À

(D) PhÀ {ø»°À C¸¢x PnUQh¨£k® E¯μ®

45. A line is the angle made by the line with the true north is

(A) True Bearing (B) Traverse

(C) Departure (D) Zenith Point

Esø©¯õÚ ÁhUS ÷Põmi¼¸¢x EshõUP¨£k® ÷Põn®

(A) Esø©¯õÚ x¸Á[PÒ (B) iμõÁºì

(C) ¦Ó¨£õk (D) ÁõÝa\¨¦ÒÎ

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46. WGS-84 uses the Universal Transverse Mercator Projection for ––––––––– Projection.

(A) Transverse (B) Conical

(C) Map (D) Continuous

––––––––– ¦μáUéÝUS, h¤À³.â.Gì. 84 ²ÛÁº\À mμõßìÁºì ö©ºPmhº ¦μáUéß

£¯ß£kQÓx.

(A) iμõßìÁºì (B) ÷PõÛPÀ

(C) ÷©¨ (D) öuõhºa]

47. LIDAR isa Technology used to capture ––––––––– of interested Area.

(A) Map

(B) Latitude, Longtitude

(C) Image

(D) Co-Ordinate

ø»hº öuõÈÀ~m£® ÷uøÁ¯õÚ £Sv°ß ––––––––– QμQUP £¯ß£kQÓx.

(A) Áøμ£h®

(B) Am\ wºUøP ÷μøP

(C) PoÛ ÁiÁ ¤®£®

(D) Aa_ yμ[PÒ

48. Plotting and Area Calculated ––––––––– Work.

(A) F Work (B) G Work

(C) H Work (D) C Work

£h® Áøμ¢x £μ¨¦ SÔzuÀ ––––––––– £o.

(A) G¨ £o (B) â £o

(C) Ga £o (D) ] £o

49. ––––––––– should be maintain the Survey Stones.

(A) VAO (B) Surveyors

(C) Land Owners (D) Tahsildar

\º÷Á PØPøÍ ––––––––– £μõ©›UP¨£h ÷Ásk®.

(A) Qμõ© {ºÁõP A¾Á»º (B) {» AÍÁºPÒ

(C) {» E›ø©uõμºPÒ (D) Ámhõm]¯º

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50. ––––––––– Inspected of 65% of Survey Stones in Village.

(A) RI (B) Surveyors

(C) VAO (D) Tahsildar

65% \º÷Á PØPøÍ Qμõ©zvÀ uoUøP ö\´²® AvPõμ® –––––––––

(A) Á¸Áõ´ B´Áõͺ (B) {» AÍÁº

(C) Qμõ© {ºÁõP A¾Á»º (D) Ámhõm]¯º

51. ––––––––– Direction of Survey No’s given the Village.

(A) North West

(B) South West

(C) North East

(D) West

¦» Gs J¸ Qμõ©zvß ––––––––– vø\°¼¸¢x B쮤UP¨£k®.

(A) Áh ÷©ØS ‰ø»°À

(B) öuß ÷©ØS ‰ø»°À

(C) Áh QÇUS ‰ø»°À

(D) ÷©ØS ‰ø»°À

52. Taluk Account No.6 ––––––––– month open the Account.

(A) From April to March

(B) From January to December

(C) From July to June

(D) From October to September

Ámh PnUS Gs 6 ––––––––– ©õuzvÀ B쮤UP¨£h ÷Ásk®.

(A) H¨μÀ •uÀ ©õºa Áøμ

(B) áÚÁ› •uÀ i\®£º Áøμ

(C) áüø» •uÀ áüß Áøμ

(D) AU÷hõ£º •uÀ ö\¨h®£º Áøμ

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53. Preparing of Correlation Statement

(A) SP 41-C (B) SP 41-B

(C) SP 41-A (D) SP 41-D

öuõhº¦ ÂÍUP¨£mi¯À u¯õ›zuÀ £oUS –––––––––

(A) SP 41-C (B) SP 41-B

(C) SP 41-A (D) SP 41-D

54. The geodetic coordinates based on Everest Ellipsoid differ considerably (in many cases, is

meters) as compared to ––––––––– and other international ellipsoids.

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

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

GÁöμìm G¼¨\õ´øh Ai¨£øh¯õPU öPõsh â÷¯õhiU Aa_ yμ[PÒ, Po\©õÚ AÍÂÀ

(£» CÚ[PÎÀ, «mh›À) ––––––––– ©ØÖ® Cuμ \ºÁ÷u\ G¼¨\õ´kPÐhß J¨¤mk

£õºUS®÷£õx ÷ÁÖ£kQÓx.

(A) h¤À³.â.Gì. -& 56 (B) h¤À³.â.Gì. & 64

(C) h¤À³.â.Gì. & 68 (D) h¤À³.â.Gì. & 84

55. Location Work is

(A) SP 39-A (B) SP 39-B

(C) SP 40-A (D) SP 40-B

Ch® Põq® £o –––––––––

(A) SP 39-A (B) SP 39-B

(C) SP 40-A (D) SP 40-B

56. Relinguishment Register is

(A) No. 6 (B) No. 8 A

(C) No. 5 (D) No. 7

E›ø© xÓzuÀ £v÷Ák

(A) Gs. 6 (B) Gs. 8 A

(C) Gs. 5 (D) Gs. 7

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57. Each portion of the main circuit starts from

(A) Trigonometrical Stations

(B) Bi-Junction

(C) Great Trigonometrical Stations

(D) Madras Trigonometrical Stations

¤μuõÚ _ØÔÝøh¯ JÆöÁõ¸ £Sv²® ––––––––– ¼¸¢x B쮤UQÓx.

(A) •U÷Põn {ø»¯®

(B) ø£&á[éß

(C) ö£¸g_ØÖ •U÷Põn {ø»¯®

(D) ö©mμõì •U÷Põn {ø»¯®

58. No.7 Register Commencement of ––––––––– Year.

(A) Calendar (B) Financial

(C) Fasali (D) Leap

£v÷Ák Gs. 7 ––––––––– xÁUP¨£k®.

(A) Á¸hõ¢vμ® (B) {v Bsk

(C) £\¼ Bsk (D) ½¨ Bsk

59. New ––––––––– Version is used in Collabland Software.

(A) 1.7 (B) 2.0

(C) 1.9 (D) 2.6

¦v¯ öPõ»õ¨÷»sm ö©ßö£õ¸ÎÀ £h® Áøμ¯ £¯ß£kzx® öÁº\ß

(A) 1.7 (B) 2.0

(C) 1.9 (D) 2.6

60. ––––––––– Tables in Collabland FMS Software.

(A) 5 (B) 4

(C) 7 (D) 3

PoÛ°À öPõ»õ¨÷»sm ö©ßö£õ¸ÎÀ ¦»¨£h® ÁøμÁuØS ––––––––– P»[PÒ EÒÍx.

(A) 5 (B) 4 (C) 7 (D) 3

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61. After Completion of Survey work final Notification issued Under Section

(A) 10(1) (B) 11

(C) 12 (D) 13

{»AÍøÁ¨ £o •iÄØÓx® CÖv ÂÍ®£μ® ––––––––– ¤›Âß RÌ ö\´¯¨£k®.

(A) 10(1) (B) 11

(C) 12 (D) 13

62. D & O System is not survey in this above –––––––––Hector.

(A) 10 (B) 5

(C) 15 (D) 20

‰ø»Âmh •U÷Põn •øÓ°À ––––––––– öíUh¸US ÷©À C¸¢uõÀ AÍÄ ö\´¯UThõx.

(A) 10 (B) 5

(C) 15 (D) 20

63. Marking Stone in Collabland (FMS) ___________ table is Selected.

(A) Traverse (B) Station

(C) Boundary (D) Control

öPõ»õ¨÷»sm ö©ßö£õ¸Ò ‰»® FMS &À PØPÒ Áøμ¯ ––––––––– AmhÁøn £vÄ ö\´¯

÷Ásk®.

(A) iμõÁºì (B) ì÷h\ß

(C) £Äsh› (D) Psm÷μõÀ

64. In Land Acquisition the Permanent Sub-division sketch are prepared for the purpose of

(A) Maintenance

(B) Incorporation of changes after award

(C) Award Passing

(D) Sub-division

{»Gk¨¦ £o°À {ø»¯õÚ Em¤›Ä Áøμ£h® u¯õº ö\´ÁuØPõÚ ÷|õUP® –––––––––

(A) £μõ©›¨¦¨ £o

(B) wº¨£õønUS¨ ¤ß PnUSPÎÀ ©õÖuÀ ÷©ØöPõÒÍ

(C) wº¨£õøn ÁÇ[P

(D) Em¤›Ä HØ£kzu

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65. Tamil Nilam software Correction and Addition software introduce from

(A) 02.09.2016 (B) 12.09.2016

(C) 22.09.2016 (D) 02.11.2016

uªÌ{»® ö©ßö£õ¸ÎÀ v¸zu® ©ØÖ® ÷\ºzuÀ ––––––––– •uÀ |øh•øÓUS

öPõskÁ쨣mkÒÍx.

(A) 02.09.2016 (B) 12.09.2016

(C) 22.09.2016 (D) 02.11.2016

66. Using Tamil Nilam software Correction made by

(A) Patta Assistant (B) Firka Surveyor

(C) Head Surveyor (D) Senior Draughtsman

uªÌ{»® ö©ßö£õ¸ÎÀ ¤øÇ v¸zuzøu EÒÏk ö\´£Áº ––––––––– BÁõº.

(A) £mhõ QÍõºU (B) SÖÁmh AÍÁº

(C) Ámhzxøn B´Áõͺ (D) •x{ø» ÁøμÁõͺ

67. Who’s Digital Signature for used to approval to all Corrections / Additions other than those related to Government to Private Land transfer entries

(A) Tahsildar (B) Deputy - Tahsildar

(C) RDO / Sub Collector (D) District Collector

uªÌ {»® ö©ßö£õ¸ÎÀ Aμ_ {»[PøÍ uÛ¯õ¸US ÷\ºzuÀ ©ØÖ® v¸zu® uÂμ CuμÁøP

£vÄPÒ AøÚzx® ––––––––– C¯US•øÓ J¨£¢uøu £¯ß£kzv J¨¦uÀ AÎUP¨£kQÓx.

(A) Ámhõm]¯º (B) xøn Ámhõm]¯º

(C) Á¸Áõ´ ÷Põmhõm]¯º / \õº Bm]¯º (D) ©õÁmh Bm]¯º

68. Representative Fraction

(A) 8921

(B) 9921

(C) 7921

(D) 9721

¤μv{vzxÁ ¤ßÚ®

(A) 8921

(B) 9921

(C) 7921

(D) 9721

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69. Each and every G’ Line should be taken Boundary, Sub-divisions offsets measured by the ––––––––– system.

(A) Simple Triangle

(B) Diagonal and Offset

(C) Traverse Survey

(D) Supplemental

â ø»ÛÀ C¸¢x JÆöÁõ¸ ¦» GÀø», ÁøÍÄPÒ ©ØÖ® Em¤›Ä GÀø»PÐUS SzuÍÄ

Gkzx AÍÂk® •øÓUS –––––––––

(A) \õuõμn •U÷Põn •øÓ

(B) ‰ø»Âmh ö\[SzuÍÄ •øÓ

(C) ÷Põn AÍøÁ

(D) xøn {» AÍøÁ

70. ––––––––– grid system is currently used in Tamil Nadu.

(A) WGS 66 (B) WGS 72

(C) WGS 80 (D) WGS 84

uØ÷£õx uªÌ|õmiÀ £¯ß£kzu¨£k® Grid System –––––––––

(A) h¤À³.â.Gì 66 (B) h¤À³.â.Gì 72

(C) h¤À³.â.Gì 80 (D) h¤À³.â.Gì 84

71. ––––––––– Hectors to be formed Area of Khandam Boundary.

(A) 30 to 40 (B) 40 to 50

(C) 40 to 80 (D) 30 to 60

Psh® GÀø» Aø©US®÷£õx ––––––––– öíU÷hº Áøμ £μ¨¦øh¯uõP Aø©UP¨£k®.

(A) 30 •uÀ 40 (B) 40 •uÀ 50

(C) 40 •uÀ 80 (D) 30 •uÀ 60

72. Sub-divisions sanction files should be entered in ––––––––– Register.

(A) 8A (B) ‘F’ line

(C) RTR (D) STR

A[RPõμ® ö\´¯¨£mh Em¤›Ä ÷Põ¨¦PÒ ––––––––– £v÷ÁmiÀ £vÄ ö\´¯¨£k®.

(A) 8A (B) ‘G¨’ ø»ß

(C) Bº.i.Bº (D) Gì.i.Bº

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73. In Town Survey Medium Block should be plotted as per ––––––––– Scale.

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

(C) 1:2000 mm (D) 1:250 mm

|PμÍøÁ°À |kzuμ¨ £Sv Áøμ£h[PÒ ––––––––– GßÓ AÍÂÀ Áøμ¯¨£k®.

(A) 1:500 ª.« (B) 1:1000 ª.«

(C) 1:2000 ª.« (D) 1:250 ª.«

74. Chain Survey stone ––––––––– Dimensions.

(A) 30 15 15 cm

(B) 45 20 20 cm

(C) 90 22.5 22.5 cm

(D) 60 15 15 cm

\[Q¼ AÍøÁ°À ––––––––– AÍÄ PØPÒ |h¨£k®.

(A) 30 15 15 ö\.«

(B) 45 20 20 ö\.«

(C) 90 22.5 22.5 ö\.«

(D) 60 15 15 ö\.«

75. ––––––––– table used to collabland plotted by Sub-Division.

(A) Boundary (B) Ladder

(C) Extended (D) Adjacency

PoÛ°À (Collabland) Em¤›ÄPøÍ ÁøμÄ ö\´ÁuØS ––––––––– AmhÁøn

£¯ß£kzu¨£kQÓx.

(A) GÀø» (B) Ho

(C) }mizuÀ (D) GÀø»PøÍ Jmi²ÒÍ

76. Classification changes should be entered in ––––––––– Register.

(A) 5 (B) 7

(C) 6(1) (D) 4

ÁøP£õk ©õØÓ® ö\´²® ÷£õx ––––––––– £v÷ÁmiÀ £vÄ ö\´¯ ÷Ásk®.

(A) Gs 5 (B) Gs 7

(C) Gs 6(1) (D) Gs 4

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77. ––––––––– Year is Started Updating Registry Scheme.

(A) 1978 (B) 1979

(C) 1980 (D) 1982

{» Ehø© £vÄ ÷©®£õmkz vmh® ––––––––– Á¸hzvÀ B쮤UP¨£mhx.

(A) 1978 (B) 1979

(C) 1980 (D) 1982

78. The Survey and Boundaries Act should be followed in

(A) Sub-divisions effecting Patta Field

(B) Alteration of Survey boundary

(C) Area alteration effecting Sub-divisions

(D) Sub-divisions effecting Poramboke boundaries

{»AÍøÁ GÀø»a \mh® ––––––––– ¤ß£ØÓ¨£k®.

(A) £mhõ {»zvÀ Em¤›Ä ö\´¯¨£k®÷£õx

(B) ¦» GÀø» ©õØÓ¨£k®÷£õx

(C) Em¤›Âß £μ¨£ÍÄ ©õÖ®÷£õx

(D) ¦Ó®÷£õUS {»zvÀ Em¤›Ä ö\´²®÷£õx

79. Demarcation of new survey field (or) Sub-divisions and recovery of the cost of

(A) The Cost of demarcation should be collected from the registered holders

(B) PWD Department

(C) Survey Department

(D) Revenue Department

GÀø» Áøμ¯¨¦a ö\»Ä öuõøP –––––––––

(A) £vÄa ö\´¯¨£mh £mhõuõμºPÎhª¸¢x ushÀ Á`À ö\´Áx

(B) ö£õx¨£ozxøÓ

(C) {»AÍøÁz xøÓ

(D) Á¸Áõ´z xøÓ

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80. The difference of an Angle with 180° is known as

(A) Supplement of an Angle (B) Compliment of an Angle

(C) Hour Angle (D) NP Distance

180º iQ›¼¸¢x PnUQh¨£k® ÷ÁÖ£õhõÚx J¸ ÷Põnzvß ––––––––– BS®.

(A) ªøP {쨦 ÷Põn® (B) {쨦 ÷Põn®

(C) Põ» ÷Põn® (D) Áhx¸Á yμ®

81. Minor circuit field formation minimum Area

(A) 20 Hect. (B) 50 Hect.

(C) 10 Hect. (D) 40 Hect.

]Ö_ØÖ ¦»® Aø©UP SøÓ¢ux ––––––––– £μ¨¦ C¸UP ÷Ásk®.

(A) 20 öíU÷hº (B) 50 öíU÷hº

(C) 10 öíU÷hº (D) 40 öíU÷hº

82. The Revenue Maps to be maintained by the Town surveyor should be mounted in

(A) Binding (B) Cloth

(C) Paper (D) Role

|Pμ {» AÍÁμõÀ ÷£n¨£h ÷Ási¯ Á¸Áõ´ £h[PøÍ ––––––––– Jmh¨£mi¸UP ÷Ásk®.

(A) ø£si[ (B) xo°À

(C) uõÎÀ (D) _ØÖuÀ

83. A Traverse Point inner Angle is 130º what is the outer angle

(A) 190º (B) 260º

(C) 230º (D) 245º

J¸ iμõÁºì {ø»¯zvß EÒ ÷Põn AÍÄ 130º GÛÀ öÁÎU÷Põn AÍÄ

(A) 190º (B) 260º

(C) 230º (D) 245º

84. In the Total Station instrument consist of the angle measuring instrument is

(A) Theodolite (B) EDM

(C) HSB (D) EGL

÷hõmhÀ ì÷h\ß GßÓ |ÃÚ öuõÈÀ~m£ P¸Â°À ÷Põn AÍÄPøÍ £vÄ ö\´¯ £¯ß£k®

P¸Â

(A) Theodolite (B) EDM

(C) HSB (D) EGL

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85. As per ‘A’ Register ––––––––– Column the land owner name is entered.

(A) 7 (B) 8

(C) 11 (D) 12

‘‘A’’ £v÷ÁmiÀ ––––––––– P»zvÀ £mhõuõμº ö£¯º £vÄ ö\´¯¨£mi¸US®.

(A) 7 (B) 8

(C) 11 (D) 12

86. The measurement of Angle and Distance along a circuits route proceeding from one point on the earth’s surface to another is

(A) Bearing (B) Traverse

(C) Azimuth (D) Meridian

§ª°ß ÷©Ø£μ¨¤À J¸ ¦Òΰ¼¸¢x ©ØöÓõ¸ ¦ÒÎ ÁȯõP AÍÄ ö\´²®÷£õx HØ£k®

÷Põn[PøͲ® Áõ]US® •øÓUS ––––––––– GßÖ ö£¯º.

(A) x¸Á[PÒ (B) iμõÁºì

(C) Aê©z (D) ö©›i¯ß

87. Thick locality called as ––––––––– in Town Survey.

(A) Medium Block (B) Close Block

(C) Open Block (D) Village Part

|Pμ AÍøÁ°À ö|¸UP©õÚ Si°¸¨¦PÒ EÒÍ £Sv

(A) |kzuμ® (B) Ahºzv

(C) vÓ¢uöÁÎ (D) Qμõ©¨£Sv

88. Online sub-division application attached the fees receipt of

(A) Rs. 20 (B) Rs. 80

(C) Rs. 100 (D) Rs. 40

Cøn¯ÁÈ Em¤›ÄUS ©Ý £v÷ÁØÓ® ö\´²®÷£õx Em¤›Ä Pmhn®

(A) ¹. 20 (B) ¹. 80

(C) ¹. 100 (D) ¹. 40

89. Any Pattadar request to special boundary measurement as per registered document (GO. No.300 CT & RE) he was remitted the fees ––––––––– per acre.

(A) Rs. 25 (B) Rs. 50

(C) Rs. 40 (D) Rs. 80

Aμ\õøn Gs 300 &ß £i £zv쨣i AÍÄ ö\´¯ ]Ó¨¦ GÀø» AÍÄUS ©Ý ö\´²®÷£õx

ö\¾zu ÷Ási¯ Pmhn® HUPº JßÖUS

(A) ¹. 25 (B) ¹. 50

(C) ¹. 40 (D) ¹. 80

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90. Cost of Survey Expenditure in Town Survey ––––––––– Share paid by Municipality.

(A) 2/3 (B) 1/3

(C) 3/4 (D) 2/4

|PμÍøÁ ö\»ÂÀ ––––––––– £õP® |Pμõm]°À ö\¾zu¨£kQÓx.

(A) 2/3 (B) 1/3

(C) 3/4 (D) 2/4

91. ––––––––– Officer Maintain the stone stock register.

(A) VAO

(B) Firka Surveyor

(C) Deputy Tahsildar

(D) Head Surveyor

––––––––– A¾Á»μõÀ PÀ C¸¨¦ £v÷Ák £μõ©›UP¨£kQÓx.

(A) Qμõ© {ºÁõP A¾Á»º

(B) SÖÁmh AÍÁº

(C) ©sh»zxøn Ámhõm]¯º

(D) Ámhzxøn B´Áõͺ

92. Quality of work as field inspection ––––––––– is bad work.

(A) Above 5% (B) Below 5%

(C) Below 10% (D) Above 10%

¦»zuoUøP°À ––––––––– uÁÖPÒ C¸¢uõÀ £o°ß uμ® ÷©õ\® GÚ {ºn¯®

ö\´¯¨£kQÓx.

(A) 5%&US ÷©À (B) 5%&USÒ

(C) 10%&USÒ (D) 10%&US ÷©À

93. Field wise Area Calculated as total Area between Traverse Area difference

(A) 1% (B) 0.1%

(C) 5% (D) 10%

£μ¨¦ Pozu¼ß ÷£õx ¦» Áõ› ö©õzu £μ¨¦US® iμõÁºì £μ¨¤ØS® Cøh÷¯²ÒÍ

Âzv¯õ\® ––––––––– C¸UP ÷Ásk®.

(A) 1% (B) 0.1%

(C) 5% (D) 10%

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94. In a Modern Survey daily out turn to be downloading, conversion, plotting of points by using

software

(A) 100 ID PTS (B) 120 ID PTS

(C) 130 ID PTS (D) 150 ID PTS

|ÃÚ {»AÍøÁ •øÓ°À AÍÄ ö\´¯¨£mkÒÍ {ø»¯[PÎß AÍÄPøÍ £vÂÓUP®

ö\´uÀ, £o°ß J¸ |õÒ ö\´©õÚ®

(A) 100 ID PTS (B) 120 ID PTS

(C) 130 ID PTS (D) 150 ID PTS

95. The length of the cross-staff iron rod is

(A) 2 m (B) 1 m

(C) 1.2 m (D) 1.5 m

SzxUPmøh ö£õ¸zu¨£mkÒÍ C¸®¦ P®¤°ß }Í®

(A) 2 « (B) 1 «

(C) 1.2 « (D) 1.5 «

96. How to measure the chaining up and down the slopes is accomplished with sufficient

accuracy by ––––––––– the chains.

(A) Stepping (B) Down

(C) Upping (D) Normal

\[Q¼°ß Eu¯õÀ SßÖPøÍ AÍÄ ö\´²® •øÓUS ––––––––– GßÖ ö£¯º.

(A) ©izuÍzuÀ (B) RÌ÷|õUQ AÍzuÀ

(C) ÷©À÷|õUQ AÍzuÀ (D) \õuõμn©õP AÍzuÀ

97. Pantagraph is an instrument for ––––––––– drawing.

(A) Enlarging / Reducing (B) Compute area of

(C) Tracing of (D) Plotting of

Áøμ£h[PøÍ ––––––––– u¯õº ö\´¯ ö£shõQμõ¨ C¯¢vμ® £¯ß£kQÓx.

(A) ›ÁõUQ/_¸UQ (B) £μ¨¦ PnUQmk

(C) |PÀ GkUP (D) ÁøμÄ ö\´¯

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98. ––––––––– Wise Stone Register Prepared.

(A) Survey Number

(B) Village

(C) Sub-division

(D) Survey Number and sub-divisions

PØPÒ £v÷Ák ––––––––– Áõ›¯õP u¯õ›UP¨£kQÓx.

(A) ¦» GsPÒ

(B) Qμõ©®

(C) Em¤›ÄPÒ

(D) ¦» GsPÒ (©) Em¤›ÄPÒ

99. The First G.T Station if India is located in Tamil Nadu at

(A) St. Thomas Mount in Chennai

(B) Mukhyaleswara temple in Chennai

(C) Ramar Temple at Hosur Taluk in Krishnagiri District

(D) Adudurai in Thanjavur District

C¢v¯õÂ÷»÷¯ •uß •u¼À G.T {ø»¯® uªÌ|õmiÀ Aø©UP¨£mh Ch®

(A) ö\°ßm uõ©ì ©Äsm ö\ßøÚ

(B) •U¯õ÷»ìÁμº ÷PõÂÀ ö\ßøÚ

(C) μõ©º ÷PõÂÀ K`º & Q¸ènQ› ©õÁmh®

(D) BkxøÓ&ugø\ ©õÁmh®

100. In the Modern instrument like Total Station, all data store in

(A) Data Card (B) Pen drive

(C) Memory Card (D) Chip

÷hõmhÀ ì÷håß GßÓ |ÃÚ öuõÈÀ~m£ P¸Â°À £vÄPÒ G[S ÷\ªUP¨£kQÓx

(A) uμÄ Amøh (B) ÷£Úõ C¯UQ

(C) {ø»ÁõØÓÀ Amøh (D) ]À¾

–––––––––––––––––––

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ROUGH WORK

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ROUGH WORK