RSMSSB JE 2025: JEN 2024, Civil (Diploma) (code G161)
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¬˝‡Ÿ ¬ÈÁSÃ∑§Ê / QUESTION BOOKLET ß‚ ¬⁄UˡÊÊ ¬ÈÁSÃ∑§Ê ∑§Ê Ã’ Ã∑§ Ÿ πÊ‹¥
¬ÈÁSÃ∑§Ê ◊¥ ¬Îc∆UÊ¥ ∑§Ë ‚¥ÅÿÊ/
G-161 ¡’ Ã∑§ ∑§„Ê Ÿ ¡Ê∞–
Do not open this test booklet until
Question Booklet Number
24 you are asked to do so.
¬˝‡Ÿ ¬ÈÁSÃ∑§Ê ∑˝§◊Ê¥∑§
Number of Pages in Booklet :
‚◊ÿ/
¬ÈÁSÃ∑§Ê ◊¥ ¬˝‡ŸÊ¥ ∑§Ë ‚¥ÅÿÊ/ Time : 2.00 ÉÊ¥Hours
≈U
Number of Questions in Booklet : 120 ¬ÍáÊÊZ∑§/Maximum Marks : 120
•ŸÈŒ‡Ê / INSTRUCTIONS
1. ¬˝‡Ÿ ¬òÊ ∑§Ê „‹ ∑§⁄UŸ ‚ ¬„‹, ∑Χ¬ÿÊ •¬ŸË ¬˝‡Ÿ ¬ÈÁSÃ∑§Ê •ÊÒ⁄U •Ê.∞◊.•Ê⁄U. ©ûÊ⁄U-¬òÊ∑§ ∑§Ë ¡Ê°ø ∑§⁄¥U •ÊÒ⁄U ‚ÈÁŸÁ‡øà ∑§⁄¥U Á∑§ —
- ¬˝‡Ÿ ¬ÈÁSÃ∑§Ê •ÊÒ⁄U •Ê.∞◊.•Ê⁄U. ©ûÊ⁄U-¬òÊ∑§ ∑§Ë ∑˝§◊ ‚¥ÅÿÊ ‚◊ÊŸ „Ò–
- ¬˝‡Ÿ ¬ÈÁSÃ∑§Ê ∑§ ‚÷Ë ¬Îc∆U ∆UË∑§ ‚ ◊ÈÁŒ˝Ã „Ò •ÊÒ⁄U ‚÷Ë ¬Îc∆UÊ¥ ¬⁄U ‚Ê⁄U ¬˝‡Ÿ ◊ÈÁŒ˝Ã „Ò–
Á∑§‚Ë ÷Ë Áfl‚¥ªÁÃ/ŒÊ· ∑§ ◊Ê◊‹ ◊¥, •èÿÕ˸ ∑§Ê ¬˝‡Ÿ ¬ÈÁSÃ∑§Ê •ÊÒ⁄U •Ê.∞◊.•Ê⁄U. ©ûÊ⁄U-¬òÊ∑§ ∑§Ê ’Œ‹Ÿ ∑§ Á‹∞ ÃÈ⁄¥Uà •Á÷¡Êª⁄U ∑§Ê ◊Ê◊‹ ∑§Ë ‚ÍøŸÊ ŒŸË øÊÁ„∞– ¬⁄UˡÊÊ ¬˝Ê⁄Uê÷ „ÊŸ ∑§ ¬Ê°ø Á◊Ÿ≈U ’ÊŒ ß‚ ‚¥’¥œ
◊¥ Á∑§‚Ë ÷Ë ŒÊfl/•Ê¬ÁûÊ ¬⁄U ÁfløÊ⁄U Ÿ„Ë¥ Á∑§ÿÊ ¡Ê∞ªÊ– ß‚∑§ Á‹∞ •èÿÕ˸ ©ûÊ⁄UŒÊÿË „ʪʖ
Before attempting the question paper, kindly check your Question Booklet (QB) and O.M.R. Answer Sheet and ensure that :
- Serial number of Question Booklet (QB) and O.M.R. Answer Sheet is same.
- All pages and all questions are properly printed.
In case of any discrepancy/defect, the candidate should immediately report the matter to the Invigilator for replacement of Question Booklet (QB) and O.M.R.
Answer Sheet. No claim/objection in this regard will be entertained after five minutes of start of examination, candidate will be liable for the same.
2. •Ê.∞◊.•Ê⁄.U ©ûÊ⁄U-¬òÊ∑§ ∑§ ¬Ë¿U ÁŒ∞ ª∞ ‚÷Ë ÁŸŒ¸‡Ê ¬…∏¥–
Read all instructions on the reverse of O.M.R. Answer Sheet.
3. •Ê.∞◊.•Ê⁄U. ©ûÊ⁄U-¬òÊ∑§ ¬⁄U ∑§fl‹ ŸË‹ ’ÊÚ‹ åflÊߥ≈U ¬Ÿ ∑§Ê ¬˝ÿʪ ∑§⁄¥U– ∑Χ¬ÿÊ, •Ê.∞◊.•Ê⁄.U ©ûÊ⁄U-¬òÊ∑§ ◊¥ •¬ŸÊ ⁄UÊ‹ Ÿ¥’⁄U •ÊÒ⁄U •ãÿ ¡ÊŸ∑§Ê⁄UË ‚„Ë …¥Uª ‚ ÷⁄¥U–
On O.M.R. Answer Sheet, use blue ball point pen only. Please, fill your Roll No. and other information correctly in O.M.R. Answer Sheet.
4. ‚÷Ë ¬˝‡ŸÊ¥ ∑§ •¥∑§ ‚◊ÊŸ „Ò– ¬˝àÿ∑§ ª‹Ã ©ûÊ⁄U ∑§ Á‹∞ 1/3 •¥∑§ ∑§Ê≈UÊ ¡ÊÿªÊ–
All questions carry equal marks. For each wrong answer 1/3 mark will be deducted.
5. ÿÁŒ Á∑§‚Ë ¬˝‡Ÿ ∑§ Á‹∞ ∞∑§ ‚ •Áœ∑§ ©ûÊ⁄U •¥Á∑§Ã Á∑§ÿ ¡Êà „Ò¥ ÃÊ ©‚ ÷Ë ª‹Ã ©ûÊ⁄U ◊ÊŸÊ ¡ÊÿªÊ–
If more than one response is marked for a question, it would also be treated as wrong answer.
6. ¬˝àÿ∑§ ¬˝‡Ÿ ◊¥ ¬Ê°ø Áfl∑§À¬/ªÊ‹ „Ò¥– ¬„‹ øÊ⁄U Áfl∑§À¬/ªÊ‹ A, B, C •ÊÒ⁄U D ©¬ÿÈÄà ©ûÊ⁄U ‚ ‚¥’¥ÁœÃ „Ò¥ •ÊÒ⁄U ¬Ê°øflÊ° Áfl∑§À¬/ªÊ‹Ê ‘E’ “•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ” ‚ ‚¥’¥ÁœÃ „Ò–
Each question has five options/circles. First four options/circles A, B, C and D are related to appropriate answer and fifth option/circle ‘E’ is related to ‘Question
not attempted’.
7. ‚„Ë ©ûÊ⁄U Œ‡ÊʸŸ ∑§ Á‹∞ •èÿÕ˸ ∑§Ê •Ê.∞◊.•Ê⁄U. ©ûÊ⁄U-¬òÊ∑§ ¬⁄U ‚¥’¥ÁœÃ ¬˝‡Ÿ ‚¥ÅÿÊ ∑§ ¬„‹ øÊ⁄U Áfl∑§À¬ A, B, C ÿÊ D ◊¥ ‚ ∑§fl‹ ∞∑§ Áfl∑§À¬/ªÊ‹ ∑§Ê ŸË‹ ’ÊÚ‹ åflÊߥ≈U ¬Ÿ ‚ ÷⁄UŸÊ „ʪʖ ÿÁŒ •èÿÕ˸
Á∑§‚Ë ¬˝‡Ÿ ∑§Ê ©ûÊ⁄U Ÿ„Ë¥ ŒŸÊ øÊ„ÃÊ „Ò ÃÊ ¬Ê°øfl¥ Áfl∑§À¬/ªÊ‹ ‘E’ ∑§Ê ª„⁄UÊ ∑§⁄UŸÊ „ʪʖ
To indicate the correct answer, the candidate has to fill in only one option/circle A, B, C or D with blue ball point pen for respective question number on the OMR
Answer Sheet. If the candidate does not want to answer any question then the fifth option/circle ‘E’ should be darkened.
8. ÿÁŒ ¬Ê°ø Áfl∑§À¬Ê¥ ◊¥ ‚ ∑§Ê߸ ÷Ë Áfl∑§À¬/ªÊ‹Ê ª„⁄UÊ Ÿ„Ë¥ Á∑§ÿÊ ªÿÊ ÃÊ ¬˝‡Ÿ ∑§Ê 1/3 ÷ʪ •¥∑§ ∑§Ê≈U Á‹ÿÊ ¡ÊÿªÊ–
1/3 part of the marks will be deducted for the questions, if none of the option/circle options are darkened.
9. 10 ¬˝ÁÇÊà ‚ •Áœ∑§ ¬˝‡ŸÊ¥ ◊¥ Á∑§‚Ë ÷Ë Áfl∑§À¬/ªÊ‹ ∑§Ê •èÿÕ˸ mÊ⁄UÊ ª„⁄UÊ Ÿ„Ë¥ Á∑§ÿÊ ªÿÊ ÃÊ ©‚ ¬⁄UˡÊÊ ∑§ Á‹∞ •ÿÊÇÿ ÉÊÊÁ·Ã ∑§⁄U ÁŒÿÊ ¡Ê∞ªÊ–
If a candidate leaves more than 10 percent questions or does not darken any of the five options, he/she will be disqualified for the exam.
10. •èÿÕ˸ ∑§Ê ¬˝àÿ∑§ ¬˝‡Ÿ ∑§ Á‹∞ ∑§◊ ‚ ∑§◊ ∞∑§ Áfl∑§À¬/ªÊ‹Ê ÷⁄UÊ „Ò ÿÊ Ÿ„Ë¥ ÿ„ ‚ÈÁŸÁ‡øà ∑§⁄UŸ ∑§ Á‹∞ 10 Á◊Ÿ≈U •ÁÃÁ⁄UÄà ÁŒ∞ ¡Ê∞°ª–
Candidate will be given 10 minutes extra to make sure, if he/she has filled up any one option/circle for each questions.
11. ÿÁŒ ¬˝‡Ÿ ∑§ Á„ãŒË ÿÊ •¥ª˝¡Ë ‚¥S∑§⁄UáÊ ◊¥ ◊ÈŒ˝áÊ ÿÊ ÃâÿÊà◊∑§ ¬˝∑ΧÁà ∑§Ë Á∑§‚Ë ÷Ë ¬˝∑§Ê⁄U ∑§Ë •S¬c≈U/ª‹ÃË „Ò, ÃÊ •¥ª˝¡Ë ‚¥S∑§⁄UáÊ ∑§Ê •¥ÁÃ◊ ◊ÊŸÊ ¡Ê∞ªÊ–
If there is any sort of ambiguity/mistake either of printing or factual in nature in Hindi or English version of questions, then the English Version will be treated as
final.
12. ¬⁄UˡÊÊ „ÊÚ‹ ◊¥ ◊Ê’Ê߸‹ »§ÊŸ/é‹Í≈ÍUÕ Á«UflÊß‚ ÿÊ Á∑§‚Ë •ãÿ ß‹Ä≈˛UÊÚÁŸ∑§ ªÒ¡≈U ∑§Ê ©¬ÿʪ ‚Åà flÁ¡¸Ã „Ò– ÿÁŒ Á∑§‚Ë •èÿÕ˸ ∑§ ¬Ê‚ ∞‚Ë ∑§Ê߸ ¬˝ÁÃ’¥ÁœÃ ‚Ê◊ª˝Ë ¬Ê߸ ªß¸ ÃÊ ©‚∑§ ÁflL§h ÁŸÿ◊ÊŸÈ‚Ê⁄U ‚Åà ∑§Ê⁄U¸flÊ߸
∑§Ë ¡Ê∞ªË–
Use of Mobile Phone/Bluetooth Device or any other electronic gadget in the examination hall is strictly prohibited. If any such prohibited material is found with
any candidate, strict action will be taken against him/her as per rules.
øÃÊflŸË — ÿÁŒ ∑§Ê߸ •èÿÕ˸ Ÿ∑§‹ ∑§⁄Uà „È∞ ¬ÊÿÊ ¡ÊÃÊ „Ò ÿÊ •ŸÈÁøà Ã⁄UË∑§ •¬ŸÊà „È∞ ¬ÊÿÊ ¡ÊÃÊ „Ò ÿÊ ©‚∑§ ¬Ê‚ ∑§Ê߸ •ŸÊÁœ∑Χà ‚Ê◊ª˝Ë ¬Ê߸ ¡ÊÃË „Ò ÃÊ ©‚∑§ Áπ‹Ê»§ ¬ÈÁ‹‚ S≈U‡ÊŸ ◊¥ ∞»§.•Ê߸.•Ê⁄U. Œ¡¸ ∑§Ë ¡Ê∞ªË
•ÊÒ⁄U fl„ ⁄UÊíÿ ‚Êfl¸¡ÁŸ∑§ ¬⁄UˡÊÊ •ÁœÁŸÿ◊, 2022 •ÊÒ⁄U ‚¥‡ÊÊœŸ •ÁœÁŸÿ◊ 2023, (÷Ã˸ ◊¥ •ŸÈÁøà ‚ÊœŸÊ¥ ∑§Ë ⁄UÊ∑§ÕÊ◊ ∑§ •äÿȬÊÿ) ∑§ Äà ◊È∑§Œ◊Ê ø‹ÊŸ ∑§ Á‹∞ ©ûÊ⁄UŒÊÿË „ÊªÊ Á¡‚◊¥ 10 fl·¸ ‚ •Ê¡ËflŸ ∑§Ê⁄UÊflÊ‚
ÃÕÊ ` 10 ∑§⁄UÊ«∏ Ã∑§ ∑§Ê ¬˝ÊflœÊŸ „Ò– ©‚ ’Ê«¸U ∑§Ë ÷Áflcÿ ∑§Ë ‚÷Ë ¬⁄UˡÊÊ•Ê¥ ‚ SÕÊÿË M§¬ ‚ ÁflflÁ¡¸Ã ÷Ë Á∑§ÿÊ ¡Ê ‚∑§ÃÊ „Ò–
Warning : If a candidate is found copying or using unfair means or if any unauthorized material is found in his/her possession, F.I.R. will be lodged against him/her
in the Police Station and he/she would be liable to be prosecuted under State Public Examination (Measures for Preventions of Unfair Means in Recruitment) Act.
2022 and Amendment Act, 2023. The act has provisions of imprisonment of 10 years to life and fine up to ` 10 crore. Board may also debar him/her permanently from
all future examinations conducted by the Board.
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1. Which test is used for low workable concrete ?
(A) Vee -Bee test (B) Slump test (C) Compaction factor test
(D) Flow table test (E) Question not attempted
∑§◊ ∑§Êÿ¸‡ÊË‹ ∑¢§∑˝§Ë≈ ∑§ Á‹∞ ∑§ıŸ ‚Ê ¬⁄ˡÊáÊ ©¬ÿÙª Á∑§ÿÊ ¡ÊÃÊ „Ò?
(A) flË-’Ë ≈S≈ (B) S‹ê¬ ¬⁄ˡÊáÊ (C) ∑§ê¬Òćʟ »Ò§Ä≈⁄ ¬⁄ˡÊáÊ
(D) ç‹Ê ≈’‹ ¬⁄ˡÊáÊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
2. A well seasoned timber may contain moisture upto :
(A) 4% to 6% (B) 10% to 12% (C) 8% to 10%
(D) 6% to 8% (E) Question not attempted
∞∑§ •ë¿UË Ã⁄„ ‚ ¬∑§Ê߸ ªß¸ ‹∑§«∏Ë ◊¥ Ÿ◊Ë Á∑§ÃŸË „Ù ‚∑§ÃË „Ò?
(A) 4% ‚ 6% (B) 10% ‚ 12% (C) 8% ‚ 10%
(D) 6% ‚ 8% (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
3. If the moment of inertia about the base of a rectangular section (b ×h) is M1 and that of a triangular section (base
‘b’ and height ‘h’) is M2, then ratio of M1 to M2 will be :
ÿÁº ∞∑§ •ÊÿÃÊ∑§Ê⁄ π¢«U (b×h) ∑§ •ÊœÊ⁄ ∑§ ’Ê⁄ ◊¥ ¡«∏ÃÊ ¬˝flÎÁûÊ M1 „Ò •ÊÒ⁄ ÁòÊ∑§ÙáÊËÿ π¢«U (•ÊœÊ⁄U “b” •ÊÒ⁄U ™§¢øÊ߸ “h”) ∑§ ’Ê⁄ ◊¥
¡«∏ÃÊ ¬˝flÎÁûÊ M2 „Ò, ÃÙ M1 ‚ M2 ∑§Ê •ŸÈ¬Êà „ÙªÊ —
(A) 6 : 1 (B) 2:1 (C) 3:1
(D) 4 : 1 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
4. The infiltration capacity :
(A) is the maximum rate at which water enters the soil.
(B) is the rate at which water actually enters the soil.
(C) is the rate of rainfall above which the rainfall volume equals the run off volume.
(D) remains constant through out of the storm.
(E) Question not attempted
•ã×Sÿ㺟 ˇÊ◊ÃÊ —
(A) fl„ •Áœ∑§Ã◊ º⁄ „Ò Á¡‚ ¬⁄ ¬ÊŸË Á◊^Ë ◊¥ ¬˝fl‡Ê ∑§⁄ÃÊ „Ò–
(B) fl„ º⁄ „Ò Á¡‚ ¬⁄ ¬ÊŸË flÊSÃfl ◊¥ Á◊^Ë ◊¥ ¬˝fl‡Ê ∑§⁄ÃÊ „Ò–
(C) fl·Ê¸ ∑§Ë fl„ º⁄ „Ò Á¡‚∑§ ™§¬⁄ fl·Ê¸ ∑§Ë ◊ÊòÊÊ ¬˝flÊÁ„à ◊ÊòÊÊ ∑§ ’⁄UÊ’⁄ „ÙÃË „Ò–
(D) ÃÍ$»§ÊŸ ∑§ ºı⁄UÊŸ ÷Ë ÁSÕ⁄ ⁄„ÃÊ „Ò–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
5. The best method of applying water to sandy undulating area is :
(A) sprinkler irrigation (B) free flooding (C) subirrigation
(D) furrow method (E) Question not attempted
⁄ÃË‹ ‹„⁄ºÊ⁄ ˇÊòÊ ◊¥ ¬ÊŸË ‹ªÊŸ ∑§Ë ‚’‚ •ë¿UË ÁflÁœ „Ò —
(A) »§√flÊ⁄UÊ Á‚¢øÊ߸ (B) ◊ÈÄà ’Ê…U∏ (C) ©¬Á‚¢øÊ߸
(D) »§⁄Ù ÁflÁœ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
6. The Poisson's ratio in terms of bulk modulus (k) and modulus of rigidity (c) can be expressed as :
ÕÙ∑§ ◊ʬʢ∑§ (k) •ÊÒ⁄ ∑§∆Ù⁄ÃÊ ◊ʬʢ∑§ (c) ∑§ ‚¢º÷¸ ◊¥ ¬ÊÚß‚Ÿ ∑§Ê •ŸÈ¬Êà ߂ ¬˝∑§Ê⁄ √ÿÄà Á∑§ÿÊ ¡Ê ‚∑§ÃÊ „Ò —
[ 3k − 2c ) [ 3k − 4c ) [ 3k + 4c )
(A) (B) (C)
[ 6k + 2c] [ 6k + 4c] [ 6k − 4c]
[ 3k + 2c )
(D) (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
[ 6k − 2c]
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7. A flow net can be used for which of the following purpose ?
(A) Determination of seepage, seepage pressure and hydrostatic pressure.
(B) Determination of liquid limit and plastic limit.
(C) Determination of buoyant force.
(D) Determination of soil particle size.
(E) Question not attempted
ç‹Ê Ÿ≈ ∑§Ê ©¬ÿÙª ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ©g‡ÿ ∑§ Á‹∞ Á∑§ÿÊ ¡Ê ‚∑§ÃÊ „Ò?
(A) Á⁄‚Êfl, Á⁄‚Êfl º’Êfl •ÊÒ⁄ „Êß«˛ÙS≈Á≈∑§ º’Êfl ∑§Ê ÁŸœÊ¸⁄áÊ–
(B) Œ˝fl ‚Ë◊Ê •ÊÒ⁄ å‹ÊÁS≈∑§ ‚Ë◊Ê ∑§Ê ÁŸœÊ¸⁄áÊ–
(C) ©àå‹ÊflŸ ’‹ ∑§Ê ÁŸœÊ¸⁄áÊ–
(D) ◊ÎºÊ ∑§áÊ •Ê∑§Ê⁄ ∑§Ê ÁŸœÊ¸⁄áÊ–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
8. The deflection of the free end of a cantilever beam of length 'L' carrying a concentrated load ‘2P’ at the free end is
given by:
◊ÈÄà Á‚⁄ ¬⁄ ‚¢∑§ÁãŒ˝Ã ÷Ê⁄ “2P” fl„Ÿ ∑§⁄Ÿ flÊ‹Ë ‹ê’Ê߸ “L” ∑§Ë ∞∑§ ∑Ò¥§Á≈‹Ëfl⁄ ’Ë◊ ∑§ ◊ÈÄà Á‚⁄ ∑§Ê ÁflˇÊ¬áÊ ß‚ ¬˝∑§Ê⁄
ÁºÿÊ ¡ÊÃÊ „Ò —
4P 2 L 2PL2 2PL
3
(A) δ= (B) δ= (C) δ=
3EI 3EI 3EI
4P 2 L2
(D) δ= (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
3EI
9. The A-line in the casagrande’s plasticity chart (uscs) for fine grained soil has the equation :
◊„ËŸ ºÊŸ flÊ‹Ë Á◊^Ë ∑§ Á‹∞ ∑Ò§‚ʪ˝Ò¥«U ∑§ å‹ÊÁS≈Á‚≈Ë øÊ≈¸ (ÿÍ∞‚‚Ë∞‚) ◊¥ ∞-‹Êߟ ∑§Ê ‚◊Ë∑§⁄áÊ „Ò —
(A) Ip=0.93 (WL−20) (B) Ip=0.83 (WL−22) (C) Ip=0.65 (WL−22)
(D) Ip=0.73 (WL−20) (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
10. Thickened part of the flat slab over its supporting column is known as :
(A) Beam head and panel (B) Column head (C) Drop panel
(D) Capital (E) Question not attempted
•¬Ÿ ‚„Êÿ∑§ Sâ÷ ∑§ ™§¬⁄ ‚¬Ê≈ S‹Ò’ ∑§Ê ◊Ù≈Ê Á„S‚Ê ß‚ ŸÊ◊ ‚ ¡ÊŸÊ ¡ÊÃÊ „Ò —
(A) ’Ë◊ „«U •ÊÒ⁄ ¬ÒŸ‹ (B) Sâ÷ ‡ÊË·¸ (C) «˛ÊÚ¬ ¬ÒŸ‹
(D) ∑Ò§Á¬≈‹ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
11. In which of the following months is the Shilpgram Utsav organised every year in Rajasthan ?
(A) March (B) October (C) January
(D) December (E) Question not attempted
⁄UÊ¡SÕÊŸ ◊¥ Á‡ÊÀ¬ª˝Ê◊ ©à‚fl „⁄U ‚Ê‹ Á∑§‚ ◊„ËŸ ◊¥ •ÊÿÊÁ¡Ã Á∑§ÿÊ ¡ÊÃÊ „Ò?
(A) ◊Êø¸ (B) •Ä≈Í’⁄ (C) ¡Ÿfl⁄Ë
(D) Áº‚¢’⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
th
12. The 74 Amendment Act of 1992 has added which part to the constitution of India entitled as ‘The Municipalities’ ?
(A) Part- IX- A (B) Part- 8 (C) Part- 8A
(D) Part- IX (E) Question not attempted
v~~w ∑§ |yfl¥ ‚¢‡ÊÙœŸ •ÁœÁŸÿ◊ Ÿ ÷Ê⁄à ∑§ ‚¢ÁflœÊŸ ◊¥ “Ÿª⁄¬ÊÁ‹∑§Ê” ŸÊ◊∑§ ∑§ıŸ ‚Ê ÷ʪ ¡Ù«∏Ê „Ò?
(A) ÷ʪ-IX- A (B) ÷ʪ- 8 (C) ÷ʪ-8A
(D) ÷ʪ-IX (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
t G-161 3 P.T.O.
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13. Which of the following fort is also known as ‘Garh Bithali’?
(A) Taragarh Fort (B) Siwana Fort (C) Nahargarh Fort
(D) Mehrangarh Fort (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ÊÒŸ ‚Ê Á∑§‹Ê “ª…U∏ Á’∆‹Ë” ∑§ ŸÊ◊ ‚ ÷Ë ¡ÊŸÊ ¡ÊÃÊ „Ò?
(A) ÃÊ⁄Uʪ…U∏ Á∑§‹Ê (B) Á‚flÊŸÊ Á∑§‹Ê (C) ŸÊ„⁄ª…U∏ Á∑§‹Ê
(D) ◊„⁄UÊŸª…U∏ Á∑§‹Ê (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
14. Ganganagar and Hanumangarh region plains are made up of which of the following river ?
(A) Gambhir (B) Luni (C) Parbati
(D) Ghaghar (E) Question not attempted
ª¢ªÊŸª⁄ •ÊÒ⁄ „ŸÈ◊ÊŸª…U∏ ˇÊòÊ ∑§Ê ◊Һʟ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ŸºË ‚ ’ŸÊ „Ò?
(A) ª¢÷Ë⁄ (B) ‹ÍŸË (C) ¬Ê⁄’ÃË
(D) ÉÊÊÉÊ⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
15. Which of the following region is not associated with Luni river basin ?
(A) Churu (B) Ajmer (C) Pali
(D) Sirohi (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ˇÊòÊ ‹ÍŸË ŸºË ’Á‚Ÿ ‚ ‚¢’¢ÁœÃ Ÿ„Ë¥ „Ò?
(A) øÍM§ (B) •¡◊⁄ (C) ¬Ê‹Ë
(D) Á‚⁄Ù„Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
16. Correction for pull or tension in a tape is given as :
≈¬ ◊¥ Áπ¢øÊfl ÿÊ ÃŸÊfl ∑§Ê ‚ÈœÊ⁄ ∑Ò§‚ ÁºÿÊ ªÿÊ „Ò?
L ( P− Po ) L Cp =
( P− Po )
(A) Cp = (B) Cp = (C)
AE ( P− Po ) AE LAE
(D) ( P− Po ) AE (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
Cp =
L
17. Permeability of soil is :
(A) Directly proportional to Square of grain size. (B) Inversely proportional to square of grain size.
(C) Inversely proportional to grain size. (D) Directly proportional to grain size.
(E) Question not attempted
Á◊^Ë ∑§Ë ¬Ê⁄ªêÿÃÊ —
(A) ∑§áÊÙ¥ ∑§ •Ê∑§Ê⁄ ∑§ flª¸ ∑§ ‚◊ʟȬÊÃË „ÙÃË „Ò– (B) ∑§áÊÙ¥ ∑§ •Ê∑§Ê⁄ ∑§ flª¸ ∑§ √ÿÈà∑˝§◊ʟȬÊÃË „ÙÃË „Ò–
(C) ∑§áÊÙ¥ ∑§ •Ê∑§Ê⁄ ∑§ √ÿÈà∑˝§◊ʟȬÊÃË „ÙÃË „Ò– (D) ∑§áÊÙ¥ ∑§ •Ê∑§Ê⁄ ∑§ ‚◊ʟȬÊÃË „ÙÃË „Ò–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
18. Which one of the following statement is correct ?
(A) Bending moment is the first derivative of shear force.
(B) Load intensity on a beam is first derivative of bending moment.
(C) Shear force is first derivative of bending moment.
(D) Shear force is first derivative of intensity of load.
(E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ∑§ÕŸ ‚„Ë „Ò?
(A) ’¥∑§Ÿ •ÊÉÊÍáʸ •¬M§¬áÊ ’‹ ∑§Ê ¬„‹Ê √ÿÈà¬ãŸ „Ò–
(B) ’Ë◊ ¬⁄ ÷Ê⁄ ∑§Ë ÃËfl˝ÃÊ ’¥∑§Ÿ •ÊÉÊÍáʸ ∑§Ê ¬„‹Ê √ÿÈà¬ãŸ „Ò–
(C) •¬M§¬áÊ ’‹ ’¢∑§Ÿ •ÊÉÊÍáʸ ∑§Ê ¬„‹Ê √ÿÈà¬ÛÊ „Ò–
(D) •¬M§¬áÊ ’‹ ÷Ê⁄ ∑§Ë ÃËfl˝ÃÊ ∑§Ê ¬„‹Ê √ÿÈà¬ÛÊ „Ò–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
t G-161 4
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19. Which of the following scale is the smallest one ?
(A) 1cm = 10 km (B) 1cm = 10 m (C) R.F. = 1/5000
(D) 1 : 10,000 (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ¬Ò◊ÊŸÊ ‚’‚ ¿UÙ≈Ê „Ò?
(A) v ‚◊Ë = vÆ Á∑§◊Ë (B) v ‚◊Ë = vÆ ◊Ë≈⁄ (C) •Ê⁄.∞»§. = v/zÆÆÆ
(D) v — vÆ,ÆÆÆ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
20. Flow mass curve is also known as :
(A) Hyetograph (B) Bar chart (C) Hydrograph
(D) Ripple diagram (E) Question not attempted
¬˝flÊ„ Œ˝√ÿ◊ÊŸ fl∑˝§ ∑§Ù ß‚ ŸÊ◊ ‚ ÷Ë ¡ÊŸÊ ¡ÊÃÊ „Ò —
(A) „Êß≈Ùª˝Ê»§ (B) ’Ê⁄ øÊ≈¸ (C) „Êß«˛Ùª˝Ê»§
(D) Á⁄¬‹ •Ê⁄π (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
21. At the liquid limit :
(A) the soil is not fully saturated.
(B) the shearing strength of soil is zero.
(C) the shearing strength is small but definite.
(D) the soil is plastic and can be easily moulded.
(E) Question not attempted
Ã⁄‹ ‚Ë◊Ê ¬⁄ —
(A) Á◊^Ë ¬Íáʸ× ‚¢ÃÎåà Ÿ„Ë¥ „Ò–
(B) Á◊^Ë ∑§Ë ∑§Ã⁄ŸË ‡ÊÁÄà ‡ÊÍãÿ „Ò –
(C) ∑§Ã¸Ÿ ‡ÊÁÄà ¿UÙ≈Ë ‹Á∑§Ÿ ÁŸÁ‡øà „Ò–
(D) Á◊^Ë å‹ÊÁS≈∑§ ∑§Ë „ÙÃË „Ò •ÊÒ⁄ ß‚ •Ê‚ÊŸË ‚ …∏Ê‹Ê ¡Ê ‚∑§ÃÊ „Ò–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
22. A cantilever beam of length 'L' is loaded by a transverse load varying linearly from W0 at fixed end and zero at free
end. The shear at L/2 of the beam is :
‹¢’Ê߸ “L” ∑§Ë ∞∑§ ∑Ò¥§Á≈‹Ëfl⁄ ’Ë◊ ¬⁄ ∞∑§ •ŸÈ¬˝SÕ ÷Ê⁄ «UÊ‹Ê ¡ÊÃÊ „Ò ¡Ù ÁSÕ⁄ Á‚⁄ ¬⁄ W0 ‚ ‹∑§⁄ ◊ÈÄà Á‚⁄ ¬⁄ ‡ÊÍãÿ Ã∑§ ⁄ÒÁπ∑§ M§¬
‚ ’º‹ÃÊ ⁄„ÃÊ „Ò– ’Ë◊ ∑§Ê L/2 ¬⁄ •¬M§¬áÊ „Ò —
L L L2
(A) W0 (B) W0 (C) W0
8 4 8
L2
(D) W0 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
4
23. Which one of the following is the appropriate tri-axial test to assess the immediate stability of an unloading
problem, such as an excavation of clay slope ?
(A) Unconsolidated drained tests (B) CU Test (C) UU Test
(D) CD Test (E) Question not attempted
Á◊^Ë ∑§ …∏‹ÊŸ ∑§Ë πȺÊ߸ ¡Ò‚Ë ©Ã⁄UÊ߸ ‚◊SÿÊ ∑§Ë Ãà∑§Ê‹ ÁSÕ⁄ÃÊ ∑§Ê •Ê∑§‹Ÿ ∑§⁄Ÿ ∑§ Á‹∞ ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ©¬ÿÈÄÃ
ÁòÊ-•ˇÊËÿ ¬⁄ˡÊáÊ „Ò?
(A) •‚¢ªÁ∆à ¡‹ ÁŸ∑§Ê‚Ë ¬⁄ˡÊáÊ (B) ‚Ë ÿÍ ¬⁄ˡÊáÊ (C) ÿÍ ÿÍ ¬⁄ˡÊáÊ
(D) ‚Ë «UË ¬⁄ˡÊáÊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
t G-161 5 P.T.O.
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24. Accidental errors are proportional to :
( Where 'n' is number of observations made)
•Ê∑§ÁS◊∑§ òÊÈÁ≈ÿÊ° ÁŸêŸ ∑§ ‚◊ʟȬÊÃË „ÙÃË „Ò¥ —
(¡„Ê° “n” Á∑§ÿ ª∞ ¬˝ˇÊáÊÙ¥ ∑§Ë ‚¢ÅÿÊ „Ò)
1
(A) n (B) n (C) n
(D) 1 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
n
25. In a one way slab the minimum reinforcement (Fe-250) recommended to be provided in each direction is :
∞∑§ Ã⁄$»§Ê S‹Ò’ ◊¥ ¬˝àÿ∑§ Áº‡ÊÊ ◊¥ ãÿÍŸÃ◊ ‚Ȍ΅∏UË∑§⁄áÊ (Fe-250) ¬˝ºÊŸ Á∑§ÿÊ ¡ÊÃÊ „Ò —
(A) 0.08% (B) 0.12% (C) 0.15%
(D) 0.04% (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
26. Which of the following methods of irrigation may be encouraged in agriculture in Rajasthan for water
conservation ?
Choose the most appropriate answer from the options given below.
(A) Well Irrigation Method (B) Sprinkler Method (C) Pond Irrigation Method
(D) Tubewell Irrigation Method (E) Question not attempted
⁄UÊ¡SÕÊŸ ◊¥ ∑ΧÁ· ◊¥ ¡‹ ‚¢⁄ˇÊáÊ ∑§ Á‹∞ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ Á‚¢øÊ߸ ¬hÁà ∑§Ù ¬˝Ùà‚ÊÁ„à Á∑§ÿÊ ¡Ê ‚∑§ÃÊ „Ò?
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ∑ȧ•Ê° Á‚¢øÊ߸ ÁflÁœ (B) ÁS¬˝¢∑§‹⁄ ÁflÁœ (C) ÃÊ‹Ê’ Á‚¢øÊ߸ ÁflÁœ
(D) ≈KÍ’fl‹ Á‚¢øÊ߸ ÁflÁœ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
27. Which of the following is not associated with the formation of ‘Rajasthan Sewa Sangh’?
(A) Haribhai Kinkar (B) Vijay Singh Pathik (C) Ramnarayan Chaudhary
(D) Chandkaran Sharda (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ “⁄UÊ¡SÕÊŸ ‚flÊ ‚¢ÉÊ” ∑§ ª∆Ÿ ‚ ‚¢’¢ÁœÃ Ÿ„Ë¥ „Ò?
(A) „Á⁄÷Ê߸ Á∑¢§∑§⁄ (B) Áfl¡ÿ Á‚¢„ ¬ÁÕ∑§ (C) ⁄UÊ◊ŸÊ⁄UÊÿáÊ øıœ⁄Ë
(D) ø¢º∑§⁄áÊ ‡ÊÊ⁄ºÊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
28. Which of the following places is not connected via NH-80 which starts from NH-52 near Kothum and merges
with NH-44 at Dhaulpur in Rajasthan (as per NH Act, 1956) ?
(A) Karauli (B) Lalsot (C) Kishangarh
(D) Bari (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê SÕÊŸ ∞Ÿ∞ø-80 ‚ ¡È«∏Ê „È•Ê Ÿ„Ë¥ „Ò, ¡Ù ∞Ÿ∞ø-52 ∑§ ¬Ê‚ ∑§ÊÕÈ◊ ‚ ‡ÊÈM§ „ÊÃÊ „Ò •ÊÒ⁄U ⁄UÊ¡SÕÊŸ ◊¥ œı‹¬È⁄
◊¥ ∞Ÿ∞ø-44 ‚ Á◊‹ ¡ÊÃÊ „Ò (⁄UÊc≈˛UËÿ ⁄UÊ¡◊ʪ¸ •ÁœÁŸÿ◊, v~z{ ∑§ •ŸÈ‚Ê⁄)?
(A) ∑§⁄ı‹Ë (B) ‹Ê‹‚Ù≈U (C) Á∑§‡ÊŸª…U∏
(D) ’Ê⁄Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
29. Who among the following is the Padma Vibhushan awardee from Rajasthan ?
(A) Dr. Mohan Sinha Mehta (B) Shri Jagat Singh Mehta (C) Shri Anil Bordia
(D) Shri Jagat Sinha (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ⁄UÊ¡SÕÊŸ ‚ ¬k Áfl÷Í·áÊ ¬È⁄S∑§Ê⁄ Áfl¡ÃÊ ∑§ıŸ „Ò¥?
(A) «UÊÚ. ◊Ù„Ÿ Á‚ã„Ê ◊„ÃÊ (B) üÊË ¡ªÃ Á‚¢„ ◊„ÃÊ (C) üÊË •ÁŸ‹ ’Ù⁄ÁºÿÊ
(D) üÊË ¡ªÃ Á‚ã„Ê (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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30. At the state level, the Election Commission is assisted by the :-
(A) State Information Commissioner (B) Chief Election Commissioner
(C) Chief Electoral Officer (D) Chief Minister
(E) Question not attempted
⁄UÊÖÿ SÃ⁄ ¬⁄, øÈŸÊfl •ÊÿÙª ∑§Ù ÁŸêŸÁ‹Áπà mÊ⁄UÊ ‚„ÊÿÃÊ ¬˝ºÊŸ ∑§Ë ¡ÊÃË „Ò —-
(A) ⁄UÊÖÿ ‚ÍøŸÊ •ÊÿÈÄà (B) ◊ÈÅÿ øÈŸÊfl •ÊÿÈÄÃ
(C) ◊ÈÅÿ ÁŸflʸøŸ •Áœ∑§Ê⁄Ë (D) ◊ÈÅÿ◊¢òÊË
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
31. The coefficient of permeability (k) is related to the void ratio (e) as under :
¬Ê⁄ªêÿÃÊ ∑§Ê ªÈáÊÊ¢∑§ (k) ‡ÊÍãÿ •ŸÈ¬Êà ‚ (e) ÁŸêŸÊŸÈ‚Ê⁄ ‚¢’¢ÁœÃ „Ò —
e3
(A) k∝ (B) k∝e (C) k∝ 1/e
1+ e
2
(D) k∝e (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
32. A schedule of rates for all items of works is maintained in a printed book known as :
(A) Standard price list book (B) Standard rate book (C) Schedule book
(D) Schedule of rate book (E) Question not attempted
‚÷Ë ∑§ÊÿÙZ ∑§ Á‹∞ º⁄Ù¥ ∑§Ë •ŸÈ‚ÍøË ∞∑§ ◊ÈÁŒ˝Ã ¬ÈSÃ∑§ ◊¥ ⁄πË ¡ÊÃË „Ò, Á¡‚ ß‚ ¬˝∑§Ê⁄ ¡ÊŸÊ ¡ÊÃÊ „Ò —
(A) ◊ÊŸ∑§ ◊ÍÀÿ ‚ÍøË ¬ÈÁSÃ∑§Ê (B) ◊ÊŸ∑§ º⁄ ¬ÈÁSÃ∑§Ê (C) •ŸÈ‚ÍøË ¬ÈÁSÃ∑§Ê
(D) º⁄ •ŸÈ‚ÍøË ¬ÈÁSÃ∑§Ê (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
33. Punching shear phenomena is mostly related to :
(A) isolated trapezoidal footing (B) combined footing (C) isolated rectangular footing
(D) isolated square footing (E) Question not attempted
Á¿UŒ˝áÊ ∑§Ã⁄ŸË ÉÊ≈ŸÊ •Áœ∑§Ã⁄ ‚¢’¢ÁœÃ „Ò —
(A) ¬ÎÕ∑§ ‚◊‹ê’Ê∑§Ê⁄ •ÊœÊ⁄ (B) ‚¢ÿÈÄà •ÊœÊ⁄ (C) ¬ÎÕ∑§ •ÊÿÃÊ∑§Ê⁄ •ÊœÊ⁄
(D) •‹ª flª¸ »È§Á≈¥UªU (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
34. If a line is drawn between points (1, 5) and (−3, 5), then its absolute length would be :
(A) Two units (B) Three units (C) Four units
(D) Five units (E) Question not attempted
ÿÁº Á’¢ºÈ (1, 5) •ÊÒ⁄ (−3, 5) ∑§ ’Ëø ∞∑§ ⁄πÊ πË¥øË ¡Ê∞, ÃÙ ß‚∑§Ë ¬Íáʸ ‹¢’Ê߸ „ÙªË —
(A) ºÙ ß∑§ÊßÿÊ° (B) ÃËŸ ß∑§ÊßÿÊ° (C) øÊ⁄ ß∑§ÊßÿÊ°
(D) ¬Ê°ø ß∑§ÊßÿÊ° (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
35. If lines of actions of forces in a system of force meet at a point then these forces are called :
(A) Concurrent force (B) Parallel force (C) Non-concurrent force
(D) Resultant force (E) Question not attempted
ÿÁº ’‹ ¬˝áÊÊ‹Ë ◊¥ ’‹Ù¥ ∑§Ë Á∑˝§ÿÊ ⁄πÊ∞¢ ∞∑§ Á’¢ºÈ ¬⁄ Á◊‹ÃË „Ò¥, Ã٠ߟ ’‹Ù¥ ∑§Ù ∑§„Ê ¡ÊÃÊ „Ò —
(A) ‚¢ªÁ∆à ’‹ (B) ‚◊ÊŸÊ¢Ã⁄ ’‹ (C) •‚¢ªÁ∆à ’‹
(D) ¬Á⁄áÊÊ◊Ë ’‹ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
3
36. A soil has a bulk density of 22 kN/m and water content 10%. The dry density of soil is :
∞∑§ Á◊^Ë ∑§Ê ÕÙ∑§ ÉÊŸàfl 22 kN/m3 •ÊÒ⁄ ¬ÊŸË ∑§Ë ◊ÊòÊÊ 10% „Ò– Á◊^Ë ∑§Ê ‡ÊÈc∑§ ÉÊŸàfl „Ò —
3 3 3
(A) 22 kN/m (B) 18.6 kN/m (C) 23.2 kN/m
3
(D) 20 kN/m (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
t G-161 7 P.T.O.
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37. Which of the following cement compounds is mainly responsible for Initial setting Time of cement ?
(A) Tetra calcium Aluminate (B) Tri calcium silicate (C) Tri-calcium Aluminate
(D) Di-calcium silicate (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ‚Ë◊¥≈ ÿıÁª∑§ ◊ÈÅÿ M§¬ ‚ ““‚Ë◊¥≈ ∑§ ¬˝Ê⁄¢Á÷∑§ ‚Á≈¢ª ‚◊ÿ”” ∑§ Á‹∞ Á¡ê◊ºÊ⁄ „Ò?
(A) ≈≈˛Ê ∑Ò§ÁÀ‡Êÿ◊ ∞ÀÿÍÁ◊Ÿ≈ (B) ≈˛Ê߸ ∑Ò§ÁÀ‡Êÿ◊ Á‚Á‹∑§≈ (C) ≈˛Ê߸-∑Ò§ÁÀ‡Êÿ◊ ∞ÀÿÍÁ◊Ÿ≈
(D) «UÊß-∑Ò§ÁÀ‡Êÿ◊ Á‚Á‹∑§≈ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
38. In the heel slab and toe slab of a cantilever retaining wall, main reinforcement is provided at :
(A) At bottom in heel slab and top in toe slab
(B) At top in heel slab and toe slab
(C) At bottom in heel slab and toe slab
(D) At top in heel slab and bottom in toe slab
(E) Question not attempted
∑Ò¥§Á≈‹Ëfl⁄ Á⁄≈ÁŸ¢ª ºËflÊ⁄ ∑§ ∞«∏Ë S‹Ò’ •ÊÒ⁄ ≈Ù S‹Ò’ ◊¥, ◊ÈÅÿ ‚Ȍ΅∏UË∑§⁄áÊ ¬˝ºÊŸ Á∑§ÿÊ ¡ÊÃÊ „Ò —
(A) ∞«∏Ë ∑§ S‹Ò’ ◊¥ ‚’‚ ŸËø •ÊÒ⁄ ¬Ò⁄ ∑§ •¢ªÍ∆ ∑§ S‹Ò’ ◊¥ ‚’‚ ™§¬⁄
(B) ∞«∏Ë S‹Ò’ •ÊÒ⁄ ¬Ò⁄ ∑§Ë •¢ªÈ‹Ë S‹Ò’ ◊¥ ‡ÊË·¸ ¬⁄
(C) ∞«∏Ë S‹Ò’ •ÊÒ⁄ ¬Ò⁄ ∑§Ë •¢ªÈ‹Ë S‹Ò’ ◊¥ ‚’‚ ŸËø
(D) ‚’‚ ™§¬⁄ ∞«∏Ë ∑§ S‹Ò’ ◊¥ •ÊÒ⁄ ŸËø ¬Ò⁄ ∑§ •¢ªÍ∆ ∑§ S‹Ò’ ◊¥
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
39. Which one of the following kilns is not a continuous kiln ?
(A) Intermittent kiln (B) Bull’s trench kiln (C) Hoffman’s kiln
(D) Tunnel’s kiln (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ÷_Ê ““ÁŸ⁄¢Ã⁄ ÷_Ê”” Ÿ„Ë¥ „Ò?
(A) •Ê¢Ã⁄UÊÁÿ∑§ ÷_Ê (B) ’ÈÀ‚ ≈˛¥ø ÷_Ê (C) „ÊÚ»§◊ÒŸ ÷_Ê
(D) ≈Ÿ‹ ÷_Ê (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
40. For a channel section, with its axis of symmetry horizontal, the shear centre lies at :
(A) At the centroid of the section
(B) Outside the section
(C) Inside the section
(D) The junction of the axis of symmetry and centre line of web
(E) Question not attempted
∞∑§ øÒŸ‹ •ŸÈ÷ʪ ∑§ Á‹∞, Á¡‚∑§Ë ‚◊M§¬ÃÊ ∑§Ë œÈ⁄Ë ˇÊÒÁá „Ò, •¬M§¬áÊ ∑§¥Œ˝ ÿ„Ê° ÁSÕà „Ò —
(A) •ŸÈ÷ʪ ∑§ ∑§ãŒ˝∑§ ¬⁄
(B) •ŸÈ÷ʪ ∑§ ’Ê„⁄
(C) •ŸÈ÷ʪ ∑§ •¢º⁄
(D) ‚◊M§¬ÃÊ ∑§Ë œÈ⁄Ë •ÊÒ⁄ fl’ ∑§ ∑§¥Œ˝ ∑§ ¡¢Ä‡ÊŸ ¬⁄U
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
41. Who was the Chairman of the Committee on Budgetary Reform in Municipal Administration in 1974 ?
(A) John Matthai (B) K.N. Sahaya (C) A.P. Jain
(D) Girijapati Mukharji (E) Question not attempted
v~|y ◊¥ Ÿª⁄¬ÊÁ‹∑§Ê ¬˝‡ÊÊ‚Ÿ ◊¥ ’¡≈Ëÿ ‚ÈœÊ⁄ ‚Á◊Áà ∑§ •äÿˇÊ ∑§ıŸ Õ?
(A) ¡ÊÚŸ ◊ÕÊ߸ (B) ∑§.∞Ÿ. ‚„Êÿ (C) ∞.¬Ë. ¡ÒŸ
(D) ÁªÁ⁄¡Ê¬Áà ◊Èπ¡Ë¸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
t G-161 8
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42. In which of the following stage of Rajasthan integration ‘Matasya Sangh’ merged with Vrihat Rajasthan ?
(A) Sixth Stage (B) Third Stage (C) Fourth Stage
(D) Fifth Stage (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ø⁄áÊ ◊¥ “◊àSÿ ‚¢ÉÊ” ∑§Ê fl΄Ø ⁄UÊ¡SÕÊŸ ◊¥ Áfl‹ÿ „È•Ê?
(A) ¿U∆Ê ø⁄áÊ (B) ÃË‚⁄UÊ ø⁄áÊ (C) øıÕÊ ø⁄áÊ
(D) ¬Ê°øflÊ° ø⁄áÊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
43. Statement 1 : The chairperson and members of a State Human Rights Commission are appointed by the
Chief Minister.
Statement 2 : The chairperson and members of a State Human Rights Commission can be removed by the
governor.
In the light of the above statements, choose the most appropriate answer from the options given below.
(A) Statement 1 is false but Statement 2 is true.
(B) Both Statement 1 and Statement 2 are true.
(C) Both Statement 1 and Statement 2 are false.
(D) Statement 1 is true but Statement 2 is false.
(E) Question not attempted
∑§ÕŸ v — ⁄UÊÖÿ ◊ÊŸflÊÁœ∑§Ê⁄ •ÊÿÙª ∑§ •äÿˇÊ •ÊÒ⁄ ‚ºSÿÙ¥ ∑§Ë ÁŸÿÈÁÄà ◊ÈÅÿ◊¢òÊË mÊ⁄UÊ ∑§Ë ¡ÊÃË „Ò–
∑§ÕŸ w — ⁄UÊÖÿ ◊ÊŸflÊÁœ∑§Ê⁄ •ÊÿÙª ∑§ •äÿˇÊ •ÊÒ⁄ ‚ºSÿÙ¥ ∑§Ù ⁄UÊÖÿ¬Ê‹ mÊ⁄UÊ „≈ÊÿÊ ¡Ê ‚∑§ÃÊ „Ò–
©¬⁄ÙÄà ∑§ÕŸÙ¥ ∑§ •Ê‹Ù∑§ ◊¥, ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ∑§ÕŸ v •‚àÿ „Ò ‹Á∑§Ÿ ∑§ÕŸ w ‚àÿ „Ò
(B) ∑§ÕŸ v •ÊÒ⁄ ∑§ÕŸ w ºÙŸÙ¥ ‚àÿ „Ò¥
(C) ∑§ÕŸ v •ÊÒ⁄ ∑§ÕŸ w ºÙŸÙ¥ •‚àÿ „Ò¥
(D) ∑§ÕŸ v ‚àÿ „Ò ‹Á∑§Ÿ ∑§ÕŸ w •‚àÿ „Ò
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
44. Kho-Dariba, located in Alwar area of Rajasthan is famous for which of the following minerals ?
Choose the most appropriate answer from the following options.
(A) Silver (B) Manganese (C) Copper
(D) Tungsten (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§ •‹fl⁄ ˇÊòÊ ◊¥ ÁSÕà πÙ-º⁄Ë’Ê ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ πÁŸ¡ ∑§ Á‹∞ ¬˝Á‚h „Ò?
ÁŸêŸÁ‹Áπà Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) øÊ¢ºË (B) ◊Ò¥ªŸË¡ (C) ÃÊ¢’Ê
(D) ≈¢ªS≈Ÿ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
45. Which of the following is not a method of prevention of desertification ?
Choose the most appropriate answer from the options given below.
(A) Discourage plantation on sandy soil to avoid water loss.
(B) Prevention of expansion of desert to eastern Rajasthan by green belt.
(C) Extensive social forestry and agro forestry of local tree varieties.
(D) Complete ban on cutting of plant varieties suitable for water and soil conservation.
(E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ-‚Ê ◊L§SÕ‹Ë∑§⁄áÊ ∑§Ë ⁄Ù∑§ÕÊ◊ ∑§Ê Ã⁄Ë∑§Ê Ÿ„Ë¥ „Ò?
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ¡‹ „ÊÁŸ ‚ ’øŸ ∑§ Á‹∞ ⁄ÃË‹Ë Á◊^Ë ¬⁄ flΡÊÊ⁄Ù¬áÊ ∑§Ù „ÃÙà‚ÊÁ„à ∑§⁄ŸÊ–
(B) „Á⁄à ¬^Ë mÊ⁄UÊ ¬Ífl˸ ⁄UÊ¡SÕÊŸ ◊¥ ◊L§SÕ‹ ∑§ ÁflSÃÊ⁄ ∑§Ù ⁄Ù∑§ŸÊ–
(C) SÕÊŸËÿ flÎˇÊ Á∑§S◊Ù¥ ∑§Ë √ÿʬ∑§ ‚Ê◊ÊÁ¡∑§ flÊÁŸ∑§Ë •ÊÒ⁄ ∑ΧÁ· flÊÁŸ∑§Ë–
(D) ¡‹ •ÊÒ⁄ ◊ÎºÊ ‚¢⁄ˇÊáÊ ∑§ Á‹∞ ©¬ÿÈÄà ¬ıœÙ¥ ∑§Ë Á∑§S◊Ù¥ ∑§Ë ∑§≈Ê߸ ¬⁄ ¬Íáʸ ¬˝ÁÃ’¢œ–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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46. The difference between the two reading of the Le-chatelier apparatus should not exceed :
(A) 15 mm (B) 4 mm (C) 5 mm
(D) 9.5 mm (E) Question not attempted
‹-øÒ≈Á‹ÿ⁄ ©¬∑§⁄áÊ ∑§ ºÙ ⁄ËÁ«¢Uª ∑§ ’Ëø •ãÃ⁄ ß‚‚ •Áœ∑§ Ÿ„Ë¥ „ÙŸÊ øÊÁ„∞ —
(A) vz Á◊◊Ë (B) y Á◊◊Ë (C) z Á◊◊Ë
(D) ~.z Á◊◊Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
47. For the design of retaining walls, the minimum factor of safety against ‘overturning ‘ is taken as :
Á⁄≈ÁŸ¢ª ºËflÊ⁄Ù¥ ∑§ Á«U¡Êߟ ∑§ Á‹∞, “¬‹≈Ÿ” ∑§ Áπ‹Ê»§ ‚È⁄ˇÊÊ ∑§Ê ãÿÍŸÃ◊ ∑§Ê⁄∑§ ß‚ ¬˝∑§Ê⁄ Á‹ÿÊ ¡ÊÃÊ „Ò —
(A) 3.0 (B) 1.5 (C) 2.0
(D) 2.5 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
48. R.L. of a room floor is 100 m. Staff reading on floor is 1.750 m and staff reading when the staff is held inverted with
its bottom touching the bottom of the room slab is 1.35 m. Find the height of the room above the floor.
∞∑§ ∑§◊⁄ ∑§ »§‡Ê¸ ∑§Ê R.L. 100 ◊Ë≈⁄ „Ò– ‹flÁ‹¥ª S≈UÊ»§ ∑§Ë ⁄ËÁ«¢Uª 1.750 ◊Ë≈⁄ „Ò •ÊÒ⁄ ¡’ ‹flÁ‹¥ª S≈UÊ»§ ∑§Ù ∑§◊⁄ ∑§ S‹Ò’ ∑§ ÁŸø‹
Á„S‚ ∑§Ù ¿ÍUà „È∞ ©À≈Ê ⁄πÊ ¡ÊÃÊ „Ò ÃÙ ‹flÁ‹¥ª S≈UÊ»§ ∑§Ë ⁄ËÁ«¢Uª 1.35 ◊Ë≈⁄ „Ò– »§‡Ê¸ ∑§ ™§¬⁄ ∑§◊⁄ ∑§Ë ™°§øÊ߸ ôÊÊà ∑§⁄¥–
(A) 3.2 m (B) 3m (C) 3.5 m
(D) 3.1 m (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
49. If Fore bearing of a line is S 49852’E (assuming there is no local attraction), the back bearing of the line will be :
ÿÁº Á∑§‚Ë ‹Êߟ ∑§Ë ““•ª˝ Áº‡ÊÊ”” S 49852’E „Ò (ÿ„ ◊ÊŸÃ „È∞ Á∑§ ∑§Ù߸ SÕÊŸËÿ •Ê∑§·¸áÊ Ÿ„Ë¥ „Ò), ÃÙ ‹Êߟ ∑§Ë ““Á¬¿U‹Ë Áº‡ÊÊ””
„ÙªË —
(A) N 49852’W (B) S 52849’E (C) S 49852’E
(D) N 49808’E (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
50. If the cost of work is more than Rs. 2 lakhs then the work is said to be :
(A) Complimentary work (B) Major work (C) Minor work
(D) Petty work (E) Question not attempted
ÿÁº ∑§Êÿ¸ ∑§Ë ‹ÊªÃ w ‹Êπ L§¬ÿ ‚ •Áœ∑§ „Ò ÃÙ ∑§Êÿ¸ ∑§Ù ∑§„Ê ¡Ê∞ªÊ —
(A) ¬Í⁄∑§ ∑§Êÿ¸ (B) ¬˝◊Èπ ∑§Êÿ¸ (C) ‹ÉÊÈ ∑§Êÿ¸
(D) ¿UÙ≈Ê ∑§Êÿ¸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
51. The process of determining the location of the station (on the map) occupied by the plane table is :
(A) Traversing (B) Intersection (C) Two-point Problem
(D) Resection (E) Question not attempted
å‹Ÿ ≈’‹ mÊ⁄UÊ ∑§é¡Ê Á∑§∞ ª∞ S≈‡ÊŸ (◊ÊŸÁøòÊ ¬⁄) ∑§ SÕÊŸ ∑§Ù ÁŸœÊ¸Á⁄à ∑§⁄Ÿ ∑§Ë ¬˝Á∑˝§ÿÊ „Ò —
(A) ≈˛ÒflÁ‚Zª (B) ߢ≈⁄‚ćʟ (C) ºÙ-Á’¢ºÈ ‚◊SÿÊ
(D) Á⁄‚ćʟ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
52. Which of the following soils has more plasticity index ?
(A) Gravel (B) Sand (C) Silt
(D) Clay (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ Á◊^Ë ◊¥ å‹ÊÁS≈Á‚≈Ë ‚Íø∑§Ê¢∑§ •Áœ∑§ „Ò?
(A) ’¡⁄Ë (B) ⁄à (C) ªÊº
(D) Á◊^Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
53. Side face reinforcement is required in the beam when depth of beam is :
(A) greater than 750 mm (B) greater than 450 mm (C) greater than 500 mm
(D) greater than 600 mm (E) Question not attempted
’Ë◊ ◊¥ ‚Êß«U »§‚ ‚Ȍ΅∏UË∑§⁄áÊ ∑§Ë •Êfl‡ÿ∑§ÃÊ Ã’ „ÙÃË „Ò ¡’ ’Ë◊ ∑§Ë ª„⁄UÊ߸ „ÙÃË „Ò —
(A) 750 Á◊◊Ë ‚ •Áœ∑§ (B) 450 Á◊◊Ë ‚ •Áœ∑§ (C) 500 Á◊◊Ë ‚ •Áœ∑§
(D) 600 Á◊◊Ë ‚ •Áœ∑§ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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54. Which of the following is a non-recording raingauge used for the measurement of rainfall ?
(A) Tipping bucket raingauge (B) Float type raingauge
(C) Weighing bucket raingauge (D) Symon’s raingauge
(E) Question not attempted
ÁŸêŸ ◊¥ ‚ ∑§ıŸ ‚Ê ªÒ⁄-Á⁄∑§ÊÚÁ«ZUª fl·Ê¸◊Ê¬Ë „Ò Á¡‚∑§Ê ©¬ÿÙª fl·Ê¸ ◊ʬŸ ∑§ Á‹∞ Á∑§ÿÊ ¡ÊÃÊ „Ò?
(A) Á≈Á¬¢ª ’∑§≈ ⁄Ÿª¡ (B) ç‹Ê≈U ¬˝∑§Ê⁄ ∑§Ê ⁄Ÿª¡
(C) flߢª ’∑§≈ ⁄Ÿª¡ (D) ‚Êß◊Ÿ ∑§Ê ⁄Ÿª¡
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
55. Which command is used to divide the object into segments having predefined length ?
(A) Divide (B) Chamfer (C) Trim
(D) Measure (E) Question not attempted
¬˝ÊM§Á¬Ã ‹¥’Ê߸ flÊ‹ π¥«UÊ¥ ◊¥ flSÃÈ ∑§Ê Áfl÷ÊÁ¡Ã ∑§⁄Ÿ ∑§ Á‹∞ ∑§ÊÒŸ ‚Ê •ÊŒ‡Ê ©¬ÿÙª Á∑§ÿÊ ¡ÊÃÊ „Ò?
(A) Áfl÷Ê¡Ÿ (B) øÊ◊»§⁄U (C) Á≈˛U◊
(D) ◊ʬ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
56. Which of the following is not the main feature of Rajasthan climate ?
Choose the most appropriate answer from the following options.
(A) Summer season during March to mid June (B) Uniform distribution of rain
(C) Maximum rain between June to September (D) Dominance of dry and semi-dry climate
(E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ë ⁄UÊ¡SÕÊŸ ∑§Ë ¡‹flÊÿÈ ∑§Ë ◊ÈÅÿ Áfl‡Ê·ÃÊ Ÿ„Ë¥ „Ò?
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ◊Êø¸ ‚ ◊äÿ ¡ÍŸ ∑§ ºı⁄UÊŸ ª˝Ëc◊ ´§ÃÈ (B) fl·Ê¸ ∑§Ê ∞∑§‚◊ÊŸ ÁflÃ⁄áÊ
(C) ¡ÍŸ ‚ Á‚â’⁄ ∑§ ’Ëø •Áœ∑§Ã◊ fl·Ê¸ (D) ‡ÊÈc∑§ •ÊÒ⁄ •œ¸-‡ÊÈc∑§ ¡‹flÊÿÈ ∑§Ê ¬˝÷Èàfl
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
57. In which of the following time period did the cultural revival of Rajasthan start during ‘Maharana Kumbha’s rule’ ?
Choose the most appropriate answer from the options given below.
th th th
(A) 17 Century (B) 8 Century (C) 15 Century
th
(D) 13 Century (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ‚◊ÿ •flÁœ ◊¥ ⁄UÊ¡SÕÊŸ ∑§Ê ‚Ê¢S∑ΧÁÃ∑§ ¬ÈŸL§àÕÊŸ “◊„Ê⁄UÊáÊÊ ∑È¥§÷Ê ∑§ ‡ÊÊ‚Ÿ” ∑§ ºı⁄UÊŸ ‡ÊÈM§ „È•Ê?
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) v|flË¥ ‡ÊÃÊéºË (B) }flË¥ ‡ÊÃÊéºË (C) vzflË¥ ‡ÊÃÊéºË
(D) vxflË¥ ‡ÊÃÊéºË (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
58. Based on fire pit theory, James Tod proposed foreign origin of Rajputs from which of the following ?
(A) Afghans (B) Turks (C) Scythians
(D) Yueh-chi (E) Question not attempted
•ÁªA∑È¥§«U Á‚hʢà ∑§ •ÊœÊ⁄ ¬⁄, ¡ê‚ ≈ÊÚ«U Ÿ ⁄UÊ¡¬ÍÃÙ¥ ∑§Ë Áflº‡ÊË ©à¬ÁûÊ ∑§Ê ¬˝SÃÊfl ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚‚ Á∑§ÿÊ?
(A) •»§ªÊŸ (B) ÃÈ∑¸§ (C) ‚ËÁÕÿŸ
(D) ÿÍ„-øË (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
59. Which of the following National Park of Rajasthan has been included in the World Heritage List ?
Choose the most appropriate answer from the following options.
(A) Sariska National Park (B) Ranthambore National Park (C) Keoladeo National Park
(D) Mukundra Hills Sanctuary (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ⁄UÊC˛Ëÿ ©lÊŸ ∑§Ù Áfl‡fl œ⁄Ù„⁄ ‚ÍøË ◊¥ ‡ÊÊÁ◊‹ Á∑§ÿÊ ªÿÊ „Ò?
ÁŸêŸÁ‹Áπà Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ‚Á⁄S∑§Ê ⁄UÊC˛Ëÿ ©lÊŸ (B) ⁄áÊÕ¢÷ı⁄ ⁄UÊC˛Ëÿ ©lÊŸ (C) ∑§fl‹Êºfl ⁄UÊC˛Ëÿ ©lÊŸ
(D) ◊È∑È¥§º⁄UÊ Á„À‚ •÷ÿÊ⁄áÿ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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60. Which of the following is not an irrigation and drinking/water supply dam in Rajasthan ?
(A) Ram Garh dam (B) Goyaka Prasad Dam (C) Piplad Dam
(D) Hamja Kheri Dam (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ⁄UÊ¡SÕÊŸ ◊¥ Á‚¢øÊ߸ •ÊÒ⁄ ¬ÿ¡‹/¡‹Ê¬ÍÁø ’Ê¢œ Ÿ„Ë¥ „Ò?
(A) ⁄UÊ◊ ª…U∏ ’Ê¢œ (B) ªÙÿ∑§Ê ¬˝‚ʺ ’Ê¢œ (C) Á¬¬‹Êº ’Ê¢œ
(D) „◊¡Ê π⁄Ë ’Ê¢œ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
61. The submerged density of soil in terms of unit weight of water rw, specific gravity G and voids ratio e is given by
the expression :
¬ÊŸË ∑§ ß∑§Ê߸ ÷Ê⁄ rw, ÁflÁ‡Êc≈U ªÈL§àfl G •ÊÒ⁄ Á⁄Äà SÕÊŸ •ŸÈ¬Êà e ∑§ ‚¢º÷¸ ◊¥ Á◊^Ë ∑§Ê ¡‹◊ÇŸ ÉÊŸàfl •Á÷√ÿÁÄà ÁŸêŸ mÊ⁄UÊ ÁºÿÊ ªÿÊ
„Ò —
rw ( G − 1) rw ( G + 1) rw ( G − 1)
(A) (B) (C)
1+ e 1+ e 1− e
rw ( G + 1)
(D) (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
1− e
62. The time period that elapses from the instant of sowing to the instant of harvesting is called :
(A) Growth Period (B) Crop period (C) Rotation period
(D) Base Period (E) Question not attempted
’È•Ê߸ ∑§ ˇÊáÊ ‚ ∑§≈Ê߸ ∑§ ˇÊáÊ Ã∑§ ∑§Ë •flÁœ ∑§Ù ∑§„Ê ¡ÊÃÊ „Ò —
(A) flÎÁh •flÁœ (B) »§‚‹ •flÁœ (C) ÉÊÍáʸŸ •flÁœ
(D) •ÊœÊ⁄ •flÁœ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
63. A column of length ‘L’ is fixed at both ends. The effective length of this column under buckling will be
given by :
ºÙŸÙ¥ Á‚⁄Ù¥ ¬⁄ “L” ‹¢’Ê߸ ∑§Ê ∞∑§ ∑§ÊÚ‹◊ ‹ªÊ „È•Ê „Ò– ’∑§Á‹¢ª ∑§ Äà ߂ ∑§ÊÚ‹◊ ∑§Ë ¬˝÷ÊflË ‹¢’Ê߸ ß‚ ¬˝∑§Ê⁄ ºË ¡Ê∞ªË —
(A) 4 L (B) L/2 (C) L
(D) 2 L (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
64. Which one of the following , gives the correct decreasing order of the densities of a soil sample ?
(A) Bulk, Saturated, Submerged, Dry (B) Saturated, Submerged, Bulk, Dry
(C) Saturated, Bulk , Submerged, Dry (D) Saturated, Bulk, Dry, Submerged
(E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê, Á◊^Ë ∑§ Ÿ◊ÍŸ ∑§ ÉÊŸàfl ∑§Ê ‚„Ë ÉÊ≈ÃÊ ∑˝§◊ ºÃÊ „Ò?
(A) ÕÊ∑§, ‚¢ÃÎåÃ, ¡‹◊ÇŸ, ‚ÍπÊ (B) ‚¢ÃÎåÃ, ¡‹◊ÇŸ, ÕÊ∑§, ‚ÍπÊ
(C) ‚¢ÃÎåÃ, ÕÊ∑§, ¡‹◊ÇŸ, ‚ÍπÊ (D) ‚¢ÃÎåÃ, ÕÊ∑§, ‚ÍπÊ, ¡‹◊ÇŸ
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
65. To control the deflection in limit state the basic values of span to effective depth ratio ( As per IS : 456 : 2000) for
simply supported and continuous beam are kept on :
(A) 20 and 7 respectively (B) 20 and 26 respectively (C) 7 and 20 respectively
(D) 26 and 20 respectively (E) Question not attempted
‚Ë◊Ê ÁSÕÁà ◊¥ ÁflˇÊ¬áÊ ∑§Ù ÁŸÿ¢ÁòÊà ∑§⁄Ÿ ∑§ Á‹∞, ‚⁄‹ ‚◊Áոà •ÊÒ⁄ ÁŸ⁄¢Ã⁄ ’Ë◊ ∑§ Á‹∞ ¬˝÷ÊflË ª„⁄UÊ߸ •ŸÈ¬ÊÃ
(IS : 456 : 2000 ∑§ •ŸÈ‚Ê⁄) ∑§ ◊Í‹ ◊ÍÀÿÙ¥ ∑§Ù ⁄πÊ ¡ÊÃÊ „Ò —
(A) ∑˝§◊‡Ê— 20 •ÊÒ⁄ 7 (B) ∑˝§◊‡Ê— 20 •ÊÒ⁄ 26 (C) ∑˝§◊‡Ê— 7 •ÊÒ⁄ 20
(D) ∑˝§◊‡Ê— 26 •ÊÒ⁄ 20 (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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66. The fund for rebuilding a structure when its economic life is over is termed as :
(A) salvage value fund (B) maintenance fund (C) sinking fund
(D) scrap value fund (E) Question not attempted
Á∑§‚Ë ‚¢⁄øŸÊ ∑§Ê •ÊÁÕ¸∑§ ¡ËflŸ ‚◊Êåà „ÙŸ ¬⁄ ©‚∑§ ¬ÈŸÁŸ¸◊ʸáÊ ∑§ Á‹∞ ÁŸÁœ ∑§Ù ∑§„Ê ¡ÊÃÊ „Ò —
(A) ’øÊfl ◊ÍÀÿ ÁŸÁœ (B) ⁄π⁄πÊfl ÁŸÁœ (C) ´§áÊ ‡ÊÊœŸ ÁŸÁœ
(D) S∑˝Ò§¬ flÒÀÿÍ »¢§«U (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
67. If a cantilever beam of span 'L' and flexural rigidity 'EI' carries a moment M at the free end, the deflection at that
end is :
ÿÁº »Ò§‹Êfl “L” •ÊÒ⁄ ‹øË‹Ë ∑§∆Ù⁄ÃÊ “EI” flÊ‹Ê ∞∑§ ∑Ò¥§Á≈‹Ëfl⁄ ’Ë◊ ◊ÈÄà ¿UÙ⁄ ¬⁄ ∞∑§ •ÊÉÊÍáʸ M fl„Ÿ ∑§⁄ÃÊ „Ò, ÃÙ ©‚ ¿UÙ⁄ ¬⁄
ÁflˇÊ¬áÊ „Ò —
Ml 2 Ml 2 Ml 2
(A) − (B) − (C) −
24EI 12EI 2EI
Ml 2
(D) − (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
6EI
68. The following consecutive readings were taken with a dumpy level :
0.69, 1.525, 2.395, 0.635, 0.605, 0.805, 0.125
The instrument was shifted after the third and fifth readings. The readings 2.395 and 0.635 respectively represent :
Where, F.S. is foresight, B.S. is backsight and I.S. is intermediate sight.
(A) I.S. and B.S. (B) F.S. and B.S. (C) F.S. and I.S.
(D) B.S. and F.S. (E) Question not attempted
ÁŸêŸÁ‹Áπà ‹ªÊÃÊ⁄ ⁄ËÁ«¢Uª «¢U¬Ë SÃ⁄ ∑§ ‚ÊÕ ‹Ë ªßZ —
0.69, 1.525, 2.395, 0.635, 0.605, 0.805, 0.125
ÃË‚⁄ •ÊÒ⁄ ¬Ê°øfl¥ ⁄ËÁ«¢Uª ∑§ ’ʺ ©¬∑§⁄áÊ ∑§Ù SÕÊŸÊ¢ÃÁ⁄à ∑§⁄ ÁºÿÊ ªÿÊ– ⁄ËÁ«¢Uª ∑˝§◊‡Ê— 2.395 •ÊÒ⁄ 0.635 º‡ÊʸÃË „Ò —
¡„Ê°, F.S. •Êª ∑§Ë ŒÎÁc≈U „Ò, B.S. ¬Ë¿U ∑§Ë ŒÎÁc≈U „Ò •ÊÒ⁄ I.S. ◊äÿflÃ˸ ŒÎÁc≈U „Ò–
(A) I.S. •ÊÒ⁄ B.S. (B) F.S. •ÊÒ⁄ B.S. (C) F.S. •ÊÒ⁄ I.S.
(D) B.S. •ÊÒ⁄ F.S. (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
69. A trapezoid has two parallel sides of 1 m and 2 m. The height of this trapezoid is 1 m. Determine the area of the
trapezoid.
∞∑§ ‚◊‹ê’ øÃÈ÷ȸ¡ ∑§Ë ºÙ ‚◊ÊŸÊ¢Ã⁄ ÷È¡Ê∞° v ◊Ë •ÊÒ⁄ w ◊Ë „Ò¥– ß‚ ‚◊‹ê’ øÃÈ÷ȸ¡ ∑§Ë ™§°øÊ߸ v ◊Ë „Ò– ‚◊‹ê’ øÃÈ÷ȸ¡ ∑§Ê ˇÊòÊ»§‹
ôÊÊà ∑§ËÁ¡∞–
2 2 2
(A) 3m (B) 1.2 m (C) 1.5 m
(D) 2 m2 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
70. Which of the following is a statically determinate structure ?
(A) Two hinged arches (B) Propped cantilever beam (C) Continuous beam
(D) Three hinged arches (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê SÕÒÁÃ∑§ M§¬ ‚ ÁŸœÊ¸Á⁄à ‚¢⁄øŸÊ „Ò?
(A) ºÙ Á≈∑§Ê „È•Ê ◊„⁄UÊ’ (B) ¬˝Ùå«U ∑Ò¥§Á≈‹Ëfl⁄ ’Ë◊ (C) ÁŸ⁄¢Ã⁄ ’Ë◊
(D) ÃËŸ Á≈∑§Ê „È•Ê ◊„⁄UÊ’ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
71. Which of the following breed of sheep from Rajasthan is also known as 'Desi Breed' ?
(A) Magra (B) Chokla (C) Pugal
(D) Malpuri (E) Question not attempted
⁄UÊ¡SÕÊŸ ◊¥ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ÷«∏ ∑§Ù “º‚Ë ŸS‹” ∑§ ŸÊ◊ ‚ ÷Ë ¡ÊŸÊ ¡ÊÃÊ „Ò?
(A) ◊ª⁄UÊ (B) øÙ∑§‹Ê (C) ¬Íª‹
(D) ◊Ê‹¬È⁄Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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72. In which of the following year Chittor witnessed first sakas of history ?
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ fl·¸ ◊¥ ÁøûÊı«∏ ◊¥ ßÁÄʂ ∑§Ê ¬„‹Ê ‡Ê∑§ „È•Ê?
(A) 1430 (B) 1295 (C) 1520
(D) 1303 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
73. During 1857 revolt how long did the administration of Kota remain under the control of rebels ?
(A) 14 Months (B) 3 Months (C) 9 Months
(D) 6 Months (E) Question not attempted
v}z| ∑§ ÁflŒ˝Ù„ ∑§ ºı⁄UÊŸ ∑§Ù≈Ê ∑§Ê ¬˝‡ÊÊ‚Ÿ Á∑§ÃŸ ‚◊ÿ Ã∑§ ÁflŒ˝ÙÁ„ÿÙ¥ ∑§ ÁŸÿ¢òÊáÊ ◊¥ ⁄„Ê?
(A) vy ◊„ËŸ (B) x ◊„ËŸ (C) ~ ◊„ËŸ
(D) { ◊„ËŸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
74. Sub-Tropical Mountain forest in Rajasthan is found in ___________ region.
(A) Pali (B) Jaisalmer (C) Mount Abu
(D) Jodhpur (E) Question not attempted
⁄UÊ¡SÕÊŸ ◊¥ ©¬-©cáÊ∑§Á≈’¢œËÿ ¬fl¸ÃËÿ flŸ ___________ ˇÊòÊ ◊¥ ¬Ê∞ ¡Êà „Ò¥–
(A) ¬Ê‹Ë (B) ¡Ò‚‹◊⁄ (C) ◊Ê©¢≈ •Ê’Í
(D) ¡Ùœ¬È⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
75. Of the total number of members of a legislative council, ___________ are elected by the members of local bodies in
the state like municipalities, district boards etc.
ÁflœÊŸ ¬Á⁄·º ∑§ ∑ȧ‹ ‚ºSÿÙ¥ ◊¥ ‚ ___________ ⁄UÊÖÿ ◊¥ SÕÊŸËÿ ÁŸ∑§ÊÿÙ¥ ¡Ò‚ Ÿª⁄ ¬ÊÁ‹∑§Ê•Ù¥, Á¡‹Ê ’Ù«UÙZ •ÊÁº ∑§ ‚ºSÿÙ¥ mÊ⁄UÊ
øÈŸ ¡ÊÃ „Ò¥–
(A) 1/12 (B) 1/2 (C) 1/3
(D) 1/5 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
76. If a cantilever beam carries a u.d.l over its entire span, then shape of shear force diagram and bending moment
diagram respectively are :
(A) Rectangle and triangle (B) Triangle and quadratic parabola
(C) Triangle and cubic parabola (D) Quadratic parabola and cubic parabola
(E) Question not attempted
ÿÁº ∞∑§ ∑Ò¥§Á≈‹Ëfl⁄ ’Ë◊ •¬Ÿ ¬Í⁄ ÁflSÃÊ⁄ ¬⁄ ∞∑§ ÿÍ «UË ∞‹ fl„Ÿ ∑§⁄ÃÊ „Ò, ÃÙ ∑˝§◊‡Ê— ’¥∑§Ÿ •ÊÉÊÍáʸ ’‹ •Ê⁄π •ÊÒ⁄ ’Áã«¥Uª ◊Ê◊¥≈U •Ê⁄π
∑§Ê •Ê∑§Ê⁄ „ÙÃÊ „Ò —
(A) •Êÿà •ÊÒ⁄ ÁòÊ÷È¡ (B) ÁòÊ÷È¡ •ÊÒ⁄ øÃÈc∑§ÊáÊËÿ ¬⁄fl‹ÿ
(C) ÁòÊ÷È¡ •ÊÒ⁄ ÉÊŸ ¬⁄fl‹ÿ (D) øÃÈc∑§ÊáÊËÿ ¬⁄fl‹ÿ •ÊÒ⁄ ÉÊŸ ¬⁄fl‹ÿ
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
77. For testing compressive strength of cement, the size of the cube used is :
(A) 100 mm (B) 50 mm (C) 70.6 mm
(D) 150 mm (E) Question not attempted
‚Ë◊¥≈ ∑§Ë ‚¢¬Ë«∏Ÿ ‡ÊÁÄà ∑§Ê ¬⁄ˡÊáÊ ∑§⁄Ÿ ∑§ Á‹∞, ¬˝ÿÈÄà ÉÊŸ ∑§Ê •Ê∑§Ê⁄ „Ò —
(A) vÆÆ Á◊◊Ë (B) zÆ Á◊◊Ë (C) |Æ.{ Á◊◊Ë
(D) vzÆ Á◊◊Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
78. Closed contours of decreasing values towards their centre, represent :
(A) A river bed (B) A hill (C) A depression
(D) A sadle or pass (E) Question not attempted
•¬Ÿ ∑§¥Œ˝ ∑§Ë •Ê⁄ ÉÊ≈à ◊ÊŸÙ¥ flÊ‹Ë ’¢º ‚◊ÊìÊ ⁄UπÊ º‡ÊʸÃË „Ò¥ —
(A) ∞∑§ ŸºË Ë (B) ∞∑§ ¬„Ê«∏Ë (C) ∞∑§ •fl‚ʺ
(D) ∞∑§ ∑§Ê∆Ë ÿÊ º⁄Uʸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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79. The best irrigation method that suits area where scarcity of irrigation water is :
(A) check flooding (B) sprinkler irrigation (C) drip irrigation
(D) furrow irrigation (E) Question not attempted
Á‚¢øÊ߸ ∑§ ¬ÊŸË ∑§Ë ∑§◊Ë flÊ‹ ˇÊòÊÙ¥ ∑§ Á‹∞ ‚’‚ •ë¿UË Á‚¢øÊ߸ ÁflÁœ „Ò —
(A) ’Ê…U∏ ÁŸÿ¢òÊáÊ (B) ÁS¬˝¢∑§‹⁄ Á‚¢øÊ߸ (C) Á«˛¬ Á‚¢øÊ߸
(D) »§⁄Ù Á‚¢øÊ߸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
80. Which mode allows the user to draw 908 straight line in Auto - CAD ?
(A) Osnap (B) Ortho (C) Polar tracking
(D) Linear (E) Question not attempted
∑§ıŸ ‚Ê ◊Ù«U ©¬ÿÙª∑§Ãʸ ∑§Ù •ÊÚ≈Ù-‚Ë∞«UË (Auto - CAD) ◊¥ 908 ‚ËœË ⁄πÊ πË¥øŸ ∑§Ë •ŸÈ◊Áà ºÃÊ „Ò?
(A) •ÊSŸ¬ (B) •ÊÚÕÙ¸ (C) œ˝ÈflËÿ ≈˛ÒÁ∑¢§ª
(D) ⁄ÒÁπ∑§ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
81. Choose the correct sequence of requirements :
‚„Ë ∑˝§◊ øÈŸ¥ —
(A) GIR < FIR < NIR > CIR (B) GIR > FIR > NIR > CIR (C) CIR > GIR > FIR > NIR
(D) FIR > GIR > NIR > CIR (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
82. The maximum shear stress (τmax ) for a soil mass is equal to :
Á◊^Ë ∑§ Œ˝√ÿ◊ÊŸ ∑§ Á‹∞ •Áœ∑§Ã◊ ∑§Ã⁄ŸË ßÊfl (τmax ) ÁŸêŸ ∑§ ’⁄UÊ’⁄ „Ò —
(A) (σ3−σ1)/2 (B) (σ1−σ3)/2 (C) (σ1+σ3)/2
(D) (σ1×σ3)/2 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
83. A shaft turns at 150 rpm under a torque of 1500 Nm. Power transmitted is :
∞∑§ ‡ÊÊç≈ 1500 Nm ∑§ ≈ÊÚ∑¸§ ∑§ Äà 150 rpm ¬⁄ ÉÊÍ◊ÃÊ „Ò– ‚¢øÊÁ⁄à ‡ÊÁÄà „Ò —
(A) 5 π kW (B) 7.5 π kW (C) 15 π kW
(D) 10 π kW (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
84. For an intermediate span AB of a continuous beam subjected to an external load system, what would be the
moment at A (MA) due to difference of level 'δ' between A and B ? Calculate using slope - deflection method.
∞∑§ ‚Ãà ’Ë◊ ∑§ ◊äÿflÃ˸ S¬ÒŸ AB ¬⁄U ’Ê„⁄UË ÷Ê⁄U ¬˝áÊÊ‹Ë ∑§ •œËŸ, A ¬⁄U (MA) ◊Ê◊¥≈U ∑§Ê ◊ÊŸ A •ÊÒ⁄ B ∑§ ’Ëø SÃ⁄U ∑§ •¥Ã⁄U 'δ'
∑§ ∑§Ê⁄áÊ ÄÿÊ „ÙªÊ? ß‚ S‹Ê¬-Á«Uç‹Ä‡ÊŸ ÁflÁœ ∑§Ê ©¬ÿʪ ∑§⁄U∑§ ªáÊŸÊ ∑§⁄¥U–
6EIδ 4EIδ 8EIδ
(A) (B) (C)
l2 l2 l2
3EIδ
(D) (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
l2
85. The design bond stress for plain bars in compression as compared to plain bars in tension is :
(A) 25% less (B) 60% more (C) 60% less
(D) 25% more (E) Question not attempted
ßÊfl ◊¥ ‚ʺ ‚‹ÊπÙ¥ ∑§Ë ÃÈ‹ŸÊ ◊¥ ‚¢¬Ë«∏Ÿ ◊¥ ‚ʺ ‚‹ÊπÙ¥ ∑§ Á‹∞ Á«UïÊÊߟ ’¢œŸ ßÊfl „Ò —
(A) 25% ∑§◊ (B) 60% •Áœ∑§ (C) 60% ∑§◊
(D) 25% •Áœ∑§ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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86. Which of the following saint is associated with the fair organised on “Bhadrapad Shukla Saptmi”?
(A) Goga Ji (B) Teja Ji (C) Mallinath Ji
(D) Devnarayan Ji (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ‚¢Ã ∑§Ê ‚¢’¢œ ““÷ÊŒ˝¬º ‡ÊÈÄ‹ ‚åÃ◊Ë”” ¬⁄ •ÊÿÙÁ¡Ã „ÙŸ flÊ‹ ◊‹ ‚ „Ò?
(A) ªÙªÊ ¡Ë (B) Ã¡Ê ¡Ë (C) ◊À‹ËŸÊÕ ¡Ë
(D) ºflŸÊ⁄UÊÿáÊ ¡Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
87. During the excavation of which of the following pre-historic site abundance of copper implements and a needle
with an eye is an important discovery ?
(A) Ganeshwar (B) Ahar (C) Bagor
(D) Banas (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ¬˝ÊªÒÁÄÊÁ‚∑§ SÕ‹ ∑§Ë πȺÊ߸ ∑§ ºı⁄UÊŸ ¬˝øÈ⁄ ◊ÊòÊÊ ◊¥ ÃÊ¢’ ∑§ •ÊÒ¡Ê⁄ •ÊÒ⁄ œÊªÊ «UÊ‹Ÿ flÊ‹ ¿UŒ ∑§ ‚ÊÕ ‚È߸ ∑§Ë
¬˝ÊÁåà ∞∑§ ◊„àfl¬Íáʸ πÙ¡ „Ò?
(A) ªáʇfl⁄ (B) •Ê„«∏ (C) ’ʪÙ⁄
(D) ’ŸÊ‚ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
88. ___________ is the most productive soil found in Eastern Rajasthan.
Choose the most appropriate answer from the options given below.
(A) Red and Loomy (B) Black (C) Sandy
(D) Jalod (E) Question not attempted
___________ ¬Ífl˸ ⁄UÊ¡SÕÊŸ ◊¥ ¬Ê߸ ¡ÊŸ flÊ‹Ë ‚’‚ •Áœ∑§ ©à¬Êº∑§ Á◊^Ë „Ò–
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) ‹Ê‹ •ÊÒ⁄ ‹Í◊Ë (B) ∑§Ê‹Ë (C) ⁄ÃË‹Ë
(D) ¡Ê‹Ùº (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
89. Urmila Sagar Dam is constructed on which of the following rivers ?
(A) Sohadra (B) Takli (C) Parbati
(D) Khari (E) Question not attempted
©Á◊¸‹Ê ‚ʪ⁄ ’Ê¢œ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ŸºË ¬⁄ ’ŸÊÿÊ ªÿÊ „Ò?
(A) ‚Ù„ÊŒ˝Ê (B) ≈Ê∑§‹Ë (C) ¬Êfl¸ÃË
(D) πÊ⁄Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
90. Which of the following city did Maharaja Surajmal setup in Rajasthan ?
(A) Jaipur (B) Bharatpur (C) Dholpur
(D) Kota (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ‡Ê„⁄ ◊„Ê⁄UÊ¡Ê ‚Í⁄¡◊‹ Ÿ ⁄UÊ¡SÕÊŸ ◊¥ SÕÊÁ¬Ã Á∑§ÿÊ ÕÊ?
(A) ¡ÿ¬È⁄ (B) ÷⁄ìÈ⁄ (C) œı‹¬È⁄
(D) ∑§Ù≈Ê (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
91. Usually a canal filling is provided with a side slope of :
•Ê◊Ãı⁄ ¬⁄ ∞∑§ Ÿ„⁄ ∑§ ¬Ê‡fl¸ …‹ÊŸ ∑§Ê ÁŸêŸ ¬˝∑§Ê⁄ ‚ ÷⁄UÊ ¡ÊÃÊ „Ò —
(A) 2:1 (B) 1:1 (C) 1.25 : 1
(D) 1.5 : 1 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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92. The uniformity coefficient of a soil is :
(A) The ratio of D30 and D60 size (B) The ratio of D30 and D10 size
D 30 2
(C) The ratio of D60 and D10 size (D) The ratio of (E) Question not attempted
D 60 D 10
Á◊^Ë ∑§Ê ∞∑§M§¬ÃÊ ªÈáÊÊ¢∑§ „Ò —
(A) D30 •ÊÒ⁄ D60 •Ê∑§Ê⁄ ∑§Ê •ŸÈ¬Êà (B) D30 •ÊÒ⁄ D10 •Ê∑§Ê⁄ ∑§Ê •ŸÈ¬ÊÃ
D 30 2
(C) D60 •ÊÒ⁄ D10 •Ê∑§Ê⁄ ∑§Ê •ŸÈ¬Êà (D)
D 60 D 10
∑§Ê •ŸÈ¬Êà (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
93. The sum of the interior angles of a closed traverse having N number of sides is equal to :
N ‚¢ÅÿÊ flÊ‹ ÷È¡Ê•Ù¥ flÊ‹ ∞∑§ ’¢º ¬Õ ∑§ •Ê¢ÃÁ⁄∑§ ∑§ÙáÊÙ¥ ∑§Ê ÿÙª ’⁄UÊ’⁄ „ÙÃÊ „Ò —
(A) (N−4)×1808 (B) (N−2)×1808 (C) (N−1)×1808
(D) (2N−1)×1808 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
94. In ordinary residential and public buildings, the D.P.C. is generally provided at :
(A) Midway between ground level and water table level
(B) Ground level
(C) Plinth level
(D) Water table level
(E) Question not attempted
‚ÊœÊ⁄áÊ •ÊflÊ‚Ëÿ •ÊÒ⁄ ‚Êfl¸¡ÁŸ∑§ ÷flŸÙ¥ ◊¥, «UË.¬Ë.‚Ë. •Ê◊ Ãı⁄ ¬⁄ ÁŸêŸ SÃ⁄ ¬⁄ ¬˝ºÊŸ ∑§Ë ¡ÊÃË „Ò —
(A) ÷ÍË •ÊÒ⁄ ¡‹ SÃ⁄ ∑§ ’Ëø ◊¥
(B) ÷ÍË
(C) Áå‹¥Õ SÃ⁄
(D) ¡‹ SÃ⁄
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
95. Lateral ties in RC columns are provided to resist :
(A) Both bending moment and shear force (B) Bending moment
(C) Shear force (D) Buckling of longitudinal steel bars
(E) Question not attempted
•Ê⁄‚Ë (RC) ∑§ÊÚ‹◊ ◊¥ ¬Ê‡fl¸ ‚¢’¢œ ¬˝ÁÃ⁄Ùœ ∑§⁄Ÿ ∑§ Á‹∞ ¬˝ºÊŸ Á∑§∞ ¡Êà „Ò¥ —
(A) ’¢∑§Ÿ •ÊÉÊÍáʸ ∞fl¢ •¬M§¬áÊ ’‹ ºÙŸÙ¥ (B) ’¢∑§Ÿ •ÊÉÊÍáʸ ∑§Ê
(C) •¬M§¬áÊ ’‹ (D) •ŸÈºÒäÿ¸ S≈Ë‹ ’Ê⁄ ∑§ ’∑§Á‹¢ª ∑§Ê
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
96. Rate of consolidation :
(A) is unaffected by permeability of soil. (B) increases with decrease in temperature.
(C) increases with increase in temperature. (D) is independent on temperature.
(E) Question not attempted
‚¢ÉÊŸŸ ∑§Ë º⁄ —
(A) Á◊^Ë ∑§Ë ¬Ê⁄ªêÿÃÊ ‚ •¬˝÷ÊÁflà „ÊÃË „Ò– (B) Ãʬ◊ÊŸ ◊¥ ∑§◊Ë ∑§ ‚ÊÕ flÎÁh „ÊÃË „Ò–
(C) Ãʬ◊ÊŸ ◊¥ flÎÁh ∑§ ‚ÊÕ flÎÁh „ÊÃË „Ò– (D) Ãʬ◊ÊŸ ‚ •¬˝÷ÊÁflà ⁄U„ÃË „Ò–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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97. For a beam of uniform rectangular section, used as simply supported beam, following statements are made :
(a) bending stress at neutral axis is maximum.
(b) bending stress at top and bottom edges are maximum.
(c) shear stress is maximum at top and bottom edges.
(d) shear stress is maximum at neutral axis.
Which of the above statements are correct ?
(A) (b) and (c) (B) (a) and (c) (C) (b) and (d)
(D) (a) and (d) (E) Question not attempted
∞∑§ ‚◊ÊŸ •ÊÿÃÊ∑§Ê⁄ π¢«U ∑§ ’Ë◊ ∑§ Á‹∞, Á¡‚∑§Ê ©¬ÿÙª ∑§fl‹ ‚◊Áոà ’Ë◊ ∑§ M§¬ ◊¥ Á∑§ÿÊ ¡ÊÃÊ „Ò, ÁŸêŸÁ‹Áπà ∑§ÕŸ Áº∞ ª∞
„Ò¥ —
(a) Ã≈SÕ •ˇÊ ¬⁄ ’¢∑§Ÿ ßÊfl •Áœ∑§Ã◊ „ÙÃÊ „Ò–
(b) ™§¬⁄Ë •ÊÒ⁄ ÁŸø‹ Á∑§ŸÊ⁄Ù¥ ¬⁄ ’¥∑§Ÿ ßÊfl •Áœ∑§Ã◊ „ÊÃÊ „Ò–
(c) •¬M§¬áÊ ¬˝ÁÃ’‹ ™§¬⁄Ë •ÊÒ⁄ ÁŸø‹ Á∑§ŸÊ⁄Ù¥ ¬⁄ •Áœ∑§Ã◊ „ÙÃÊ „Ò–
(d) Ã≈SÕ •ˇÊ ¬⁄ •¬M§¬áÊ ¬˝ÁÃ’‹ •Áœ∑§Ã◊ „ÙÃÊ „Ò–
©¬⁄ÙÄà ◊¥ ‚ ∑§ıŸ ‚Ê ∑§ÕŸ ‚„Ë „Ò?
(A) (b) •ÊÒ⁄ (c) (B) (a) •ÊÒ⁄ (c) (C) (b) •ÊÒ⁄ (d)
(D) (a) •ÊÒ⁄ (d) (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
98. The type of floor in which marble chips are used is :
(A) terrazo floor (B) marble floor (C) mosaic floor
(D) cement floor (E) Question not attempted
»§‡Ê¸ ∑§Ê fl„ ¬˝∑§Ê⁄ Á¡‚◊¥ ‚¢ª◊⁄◊⁄ ∑§ Áøå‚ ∑§Ê ©¬ÿÙª Á∑§ÿÊ ¡ÊÃÊ „Ò —
(A) ≈⁄UÊïÊÙ $ç‹Ù⁄ (B) ‚¢ª◊⁄◊⁄ ∑§Ê »§‡Ê¸ (C) ◊ÙïÊ∑§ »§‡Ê¸
(D) ‚Ë◊¥≈ »§‡Ê¸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
99. Arithmetic checks for rise and fall method during a levelling operation are applied on :
(A) Back sights, intermediate sights and fore sights.
(B) Fore sights and back sights only.
(C) Back sights and intermediate sights only.
(D) Back sights only.
(E) Question not attempted
‹flÁ‹¢ª •ÊÚ¬⁄‡ÊŸ ∑§ ºı⁄UÊŸ flÎÁh •ÊÒ⁄ Áª⁄UÊfl≈ ÁflÁœ ∑§ Á‹∞ •¢∑§ªÁáÊÃËÿ ¡Ê°ø ‹ÊªÍ ∑§Ë ¡ÊÃË „Ò —
(A) ¬Ë¿U ∑§ ŒÎ‡ÿ, ◊äÿflÃ˸ ŒÎ‡ÿ •ÊÒ⁄ •Êª ∑§ ŒÎ‡ÿ ∑§ Á‹∞–
(B) ∑§fl‹ •Êª ∑§ ŒÎ‡ÿ •ÊÒ⁄ ¬Ë¿U ∑§ ŒÎ‡ÿ ∑§ Á‹∞–
(C) ∑§fl‹ ¬Ë¿U ∑§ ŒÎ‡ÿ •ÊÒ⁄ ◊äÿflÃ˸ ŒÎ‡ÿ ∑§ Á‹∞–
(D) ∑§fl‹ ¬Ë¿U ∑§ º‡Ê¸ŸËÿ SÕ‹ ∑§ Á‹∞–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
100. If a dolomite mineral contains only Magnesium Carbonate and Calcium Carbonate then what could be approximate
composition of these in the minerals ?
ÿÁŒ «UÊ‹Ê◊Êß≈U πÁŸ¡ Á‚»¸§ ◊ÒÇŸËÁ‡Êÿ◊ ∑§Ê’ʸŸ≈U •ÊÒ⁄U ∑Ú§ÁÀ‡Êÿ◊ ∑§Ê’ʸŸ≈U ∑§Ê ‚◊Êfl‡ÊŸ „Ò, ÃÊ ßŸ πÁŸ¡Ê¥ ∑§Ê ‹ª÷ª ‚Áê◊üÊáÊ ÄÿÊ
„ʪÊ?
(A) MgCO3 48%, CaCO3 52% (B) MgCO3 46%, CaCO3 54% (C) MgCO3 50%, CaCO3 50%
(D) MgCO3 54%, CaCO3 46% (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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101. The Governor can remove the State Chief Information Commissioner under the following circumstances :
(a) If he is adjudged an insolvent.
(b) If he engages in any paid employment outside the duties of his office during his term in office.
(c) If he has acquired such financial or other interests as is likely to affect prejudicially his office functions.
(d) If he is (in the opinion of the Governor) unfit to continue in office due to infirmity of mind or body.
Choose the most appropriate answer from the options given below.
(A) (a), (b), (c), (d) (B) (a), (c), (d) only (C) (a), (b), (c) only
(D) (b), (c), (d) only (E) Question not attempted
⁄UÊÖÿ¬Ê‹ ÁŸêŸÁ‹Áπà ¬Á⁄ÁSÕÁÃÿÙ¥ ◊¥ ⁄UÊÖÿ ¬˝◊Èπ ‚ÍøŸÊ •ÊÿÈÄà ∑§Ù „≈Ê ‚∑§Ã „Ò¥ —-
(a) ÿÁº ©ã„¥ ÁºflÊÁ‹ÿÊ ÉÊÙÁ·Ã Á∑§ÿÊ ¡ÊÃÊ „Ò–
(b) ÿÁº fl •¬Ÿ ∑§Êÿ¸∑§Ê‹ ∑§ ºı⁄UÊŸ •¬Ÿ ∑§Êÿʸ‹ÿ ∑§ ∑§Ã¸√ÿÙ¥ ∑§ ’Ê„⁄ Á∑§‚Ë ÷Ë ÷ȪÃÊŸ flÊ‹Ë Ÿı∑§⁄Ë ◊¥ ‚¢‹ªA „Ùà „Ò¥–
(c) ÿÁº ©‚Ÿ ∞‚ ÁflûÊËÿ ÿÊ •ãÿ Á„à •Á¡¸Ã ∑§⁄U Á‹∞ „Ò¥, Á¡Ÿ‚ ©‚∑§ ¬ŒËÿ ∑§ÊÿÊZ ¬⁄U ¬˝ÁÃ∑ͧ‹ ¬˝÷Êfl ¬«∏Ÿ ∑§Ë ‚¥÷ÊflŸÊ „Ê–
(d) ÿÁº fl (⁄UÊÖÿ¬Ê‹ ∑§Ë ⁄UÊÿ ◊¥) ◊ÊŸÁ‚∑§ ÿÊ ‡ÊÊ⁄ËÁ⁄∑§ ºÈ’¸‹ÃÊ ∑§ ∑§Ê⁄áÊ ¬º ¬⁄ ’Ÿ ⁄„Ÿ ∑§ Á‹∞ •ÿÙÇÿ „Ò¥–
ŸËø Áº∞ ª∞ Áfl∑§À¬Ù¥ ◊¥ ‚ ‚’‚ ©¬ÿÈÄà ©ûÊ⁄ øÈŸ¥–
(A) (a), (b), (c), (d) (B) ∑§fl‹ (a), (c), (d)U (C) ∑§fl‹ (a), (b), (c)
(D) ∑§fl‹ (b), (c), (d) (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
102. Which of the following crop is known to grow in larger area in Rajasthan (as per area estimate of principal crops
2020-21) ?
(A) Rice (B) Linseed (C) Sugarcane
(D) Tur (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ë »§‚‹ ⁄UÊ¡SÕÊŸ ◊¥ ’«∏ ˇÊòÊ ◊¥ ©ªŸ ∑§ Á‹∞ ¡ÊŸË ¡ÊÃË „Ò (¬˝◊È𠻧‚‹Ù¥ ∑§ ˇÊòÊ •ŸÈ◊ÊŸ wÆwÆ-wv ∑§
•ŸÈ‚Ê⁄)?
(A) øÊfl‹ (B) •‹‚Ë (C) ªÛÊÊ
(D) •⁄„⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
103. Smt. Lakshmi Kumari Chundawat of Rajasthan received Padma Shri in which of the following field ?
(A) Trade and Industry (B) Social Work (C) Civil Service
(D) Literature and Education (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§Ë üÊË◊ÃË ‹ˇ◊Ë ∑ȧ◊Ê⁄Ë øÍ¢«UÊflà ∑§Ù ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ˇÊòÊ ◊¥ ¬küÊË Á◊‹Ê?
(A) √ÿʬÊ⁄ •ÊÒ⁄ ©lÙª (B) ‚Ê◊ÊÁ¡∑§ ∑§Êÿ¸ (C) Á‚Áfl‹ ‚flÊ
(D) ‚ÊÁ„àÿ •ÊÒ⁄ Á‡ÊˇÊÊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
104. In Rajasthan putting a gold nail between the teeth is known as :
(A) Damna (B) Choonp (C) Borla
(D) Hamel (E) Question not attempted
⁄UÊ¡SÕÊŸ ◊¥ ŒÊ¥ÃÊ¥ ∑§ ’Ëø ‚ÊŸ ∑§Ë ∑§Ë‹ ‹ªÊŸ ∑§Ê ÄÿÊ ∑§„à „Ò¥?
(A) ŒÊ◊ŸÊ (B) øÍ¥¬ (C) ’Ê⁄U‹Ê
(D) „Ò◊‹ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
105. Who among the following was sent to the Maharana Pratap's court in III (third) group to force him accept his
sovereignty ?
(A) Jalal Khan (B) Man Singh (C) Bhagwandas
(D) Todarmal (E) Question not attempted
ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ÃÎÃËÿ ‚◊Í„ ◊¥ ◊„Ê⁄UÊáÊÊ ¬˝Ãʬ ∑§ º⁄’Ê⁄ ◊¥ ÷¡∑§⁄U ©Ÿ∑§Ê ¬˝÷ÈÃÊ SflË∑§Ê⁄U ∑§⁄UŸ ∑§ Á‹∞ ’Êäÿ Á∑§ÿÊ ªÿÊ ÕÊ?
(A) ¡‹Ê‹ πÊŸ (B) ◊ÊŸ Á‚¢„ (C) ÷ªflÊŸºÊ‚
(D) ≈Ù«U⁄◊‹ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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106. Bleeding channels in concrete remain continuous if the water-cement ratio used is :
(A) Not affected by water-cement ratio (B) More than 0.7 (C) Equal to 0.7
(D) Less than 0.7 (E) Question not attempted
∑¢§∑˝§Ë≈ ◊¥ é‹ËÁ«¢Uª øÒŸ‹ ÁŸ⁄¢Ã⁄ ’Ÿ ⁄„à „Ò¥, ÿÁº ©¬ÿÙª Á∑§ÿÊ ªÿÊ ¡‹-‚Ë◊¥≈ •ŸÈ¬Êà „Ò —
(A) ¡‹-‚Ë◊¥≈ •ŸÈ¬Êà ‚ •¬˝÷ÊÁflà (B) 0.7 ‚ •Áœ∑§ (C) 0.7 ∑§ ’⁄UÊ’⁄
(D) 0.7 ‚ ∑§◊ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
107. A doubly reinforced beam has the following sectional parameters :
Width=b , Overall depth=D
Effective cover to tension reinforcement=dt
Effective cover to compression reinforcement=dc
Determine the effective depth of above beam.
∞∑§ ºÙ„⁄ ¬˝’Á‹Ã ’Ë◊ ◊¥ ÁŸêŸÁ‹Áπà •ŸÈ÷ʪËÿ ¬Ò⁄UÊ◊Ë≈⁄ „Ùà „Ò¥ —
øı«∏Ê߸=b, ∑ȧ‹ ª„⁄UÊ߸=D
ßÊfl ‚Ȍ΅∏UË∑§⁄áÊ ∑§ Á‹∞ ¬˝÷ÊflË ∑§fl⁄=dt
‚¢¬Ë«∏Ÿ ‚Ȍ΅∏UË∑§⁄áÊ ∑§ Á‹∞ ¬˝÷ÊflË ∑§fl⁄=dc
©¬⁄ÙÄà ’Ë◊ ∑§Ë ¬˝÷ÊflË ª„⁄UÊ߸ ÁŸœÊ¸Á⁄à ∑§⁄¥–
1
(A) D− (dt + dc ) (B) D−dt (C) D−dc
2
(D) D−(dt+dc) (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
108. According to Lacey's theory, the bed slope is given by :
‹‚Ë ∑§ Á‚hʢà ∑§ •ŸÈ‚Ê⁄, Ë ∑§Ê …∏U‹ÊŸ ß‚ ¬˝∑§Ê⁄ ÁºÿÊ ¡ÊÃÊ „Ò —
1 4 2
F 3 F 3 F 3
(A) 1 (B) 1 (C) 1
3340 Q 6 3340 Q 2 3340 Q 4
5
F 3
(D) 1 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
3340 Q 6
109. Match List I (Equipment) with List II (use) and select the correct answer using code given below the lists.
List I List II
(a) Hydrometer (i) Determination of shear parameter
(b) Plate load test set up (ii) Determination of specific gravity
(c) Pycnometer (iii) Determination of bearing capacity of soils
(d) Direct shear test apparatus (iv) Grain size distribution tests for clays
‚ÍøË I (©¬∑§⁄áÊ) ∑§Ù ‚ÍøË II (©¬ÿÙª) ∑§ ‚ÊÕ Á◊‹Ê∞° •ÊÒ⁄ ‚ÍÁøÿÙ¥ ∑§ ŸËø Áº∞ ª∞ ∑§Ù«U ∑§Ê ©¬ÿÙª ∑§⁄∑§ ‚„Ë ©ûÊ⁄ øÈŸ¥–
‚ÍøË I ‚ÍøË II
(a) „Êß«˛Ù◊Ë≈⁄ (i) •¬M§¬áÊ ¬Ò⁄UÊ◊Ë≈⁄ ∑§Ê ÁŸœÊ¸⁄áÊ
(b) å‹≈U ‹Ù«U ¬⁄ˡÊáÊ ‚≈ •¬ (ii) ÁflÁ‡ÊC ªÈL§àfl ∑§Ê ÁŸœÊ¸⁄áÊ
(c) Á¬ÄŸÙ◊Ë≈⁄ (iii) Á◊^Ë ∑§Ë fl„Ÿ ˇÊ◊ÃÊ ∑§Ê ÁŸœÊ¸⁄áÊ
(d) ¬˝àÿˇÊ ∑§Ã⁄ŸË ¬⁄ˡÊáÊ ©¬∑§⁄áÊ (iv) Á◊^Ë ∑§ Á‹∞ ∑§áÊ (ª˝Ÿ) •Ê∑§Ê⁄ ÁflÃ⁄áÊ ¬⁄ˡÊáÊ
(A) (a)-(iv), (b)-(iii), (c)-(ii), (d)-(i) (B) (a)-(ii), (b)-(iii), (c)-(iv), (d)-(i)
(C) (a)-(iv), (b)-(i) , (c)-(ii), (d)-(iii) (D) (a)-(ii), (b)-(i), (c)-(iv), (d)-(iii)
(E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
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110. The number of points of contraflexure in a simply supported beam ( no overhang ) subjected to uniformly distributed
load is :
‚◊ÊŸ M§¬ ‚ ÁflÃÁ⁄à ÷Ê⁄ ∑§ •œËŸ ∞∑§ ‚⁄‹ ‚◊Áոà ’Ë◊ (∑§Ù߸ •Êfl⁄„Ò¥ª Ÿ„Ë¥) ◊¥ ∑¢§≈˛Êç‹Ä‚⁄U ∑§ Á’¢ºÈ•Ù¥ ∑§Ë ‚¢ÅÿÊ „Ò —
(A) 3 (B) 0 (C) 1
(D) 2 (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
111. In a compaction test if the compacting effort is increased, it will result in :
(A) no change in maximum dry density but decrease in OMC.
(B) increase in maximum dry density and OMC.
(C) increase in maximum dry density but OMC remains unchanged.
(D) increase in maximum dry density and decrease in OMC.
(E) Question not attempted
‚¢„ŸŸ ¬⁄ˡÊáÊ ◊¥ ÿÁº ‚¢„ŸŸ ¬˝ÿÊ‚ ’…U∏ÊÿÊ ¡ÊÃÊ „Ò, ÃÙ ß‚∑§Ê ¬Á⁄áÊÊ◊ „ÙªÊ —
(A) •Áœ∑§Ã◊ ‡ÊÈc∑§ ÉÊŸàfl ◊¥ ∑§Ù߸ ¬Á⁄fløŸ Ÿ„Ë¥ ‹Á∑§Ÿ OMC ◊¥ ∑§◊Ë–
(B) •Áœ∑§Ã◊ ‡ÊÈc∑§ ÉÊŸàfl ∞fl¢ OMC ◊¥ flÎÁh–
(C) •Áœ∑§Ã◊ ‡ÊÈc∑§ ÉÊŸàfl ◊¥ flÎÁh ‹Á∑§Ÿ OMC •¬Á⁄flÁøà ⁄U„ªË–
(D) •Áœ∑§Ã◊ ‡ÊÈc∑§ ÉÊŸàfl ◊¥ flÎÁh ÃÕÊ OMC ◊¥ ∑§◊Ë–
(E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
112. Quartzite is a :
(A) Calcareous Rock (B) Metamorphic Rock (C) Argillaceous Rock
(D) Siliceous Rock (E) Question not attempted
ÄflÊ≈¸¡Êß≈ ∞∑§ „Ò —
(A) ∑Ò§‹∑§Á⁄ÿ‚ ø^ÊŸ (B) M§¬Ê¢ÃÁ⁄à ø^ÊŸ (C) •ÊÁª¸‹Á‡Êÿ‚ ø^ÊŸ
(D) Á‚Á‹Á‚ÿ‚ ø^ÊŸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
113. In paints, naphtha and turpentine are used as :
(A) Extender (B) Base (C) Solvent
(D) Binder (E) Question not attempted
¬¥≈ ◊¥, ŸçÕÊ •ÊÒ⁄ ÃÊ⁄¬ËŸ ∑§Ê ©¬ÿÙª ß‚ ¬˝∑§Ê⁄ Á∑§ÿÊ ¡ÊÃÊ „Ò —
(A) ÁflSÃÊ⁄∑§ (B) •ÊœÊ⁄ (C) Áfl‹Êÿ∑§
(D) ’Êߢ«U⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
114. The size of bearing plate, which is used in plate load test varies from :
(A) 200 to 275 mm (B) 300 to 750 mm (C) 25 to 100 mm
(D) 100 to 200 mm (E) Question not attempted
å‹≈ ‹Ù«U ¬⁄ˡÊáÊ ◊¥ ©¬ÿÙª ∑§Ë ¡ÊŸ flÊ‹Ë ’ÿÁ⁄¢ª å‹≈U ∑§Ê •Ê∑§Ê⁄ ÁŸêŸ ¬˝∑§Ê⁄ ‚ Á÷ÛÊ „ÙÃÊ „Ò —
(A) wÆÆ ‚ w|z Á◊◊Ë (B) xÆÆ ‚ |zÆ Á◊◊Ë (C) wz ‚ vÆÆ Á◊◊Ë
(D) vÆÆ ‚ wÆÆ Á◊◊Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
115. A bubble tube with divisions of 2 mm and a radius of 1 m has the sensitivity of :
w Á◊◊Ë ∑§ Áfl÷Ê¡Ÿ •ÊÒ⁄ v ◊Ë≈⁄ ∑§Ë ÁòÊÖÿÊ flÊ‹Ë ∞∑§ ’’‹ ≈KÍ’ ∑§Ë ‚¢flºŸ‡ÊË‹ÃÊ „Ò —
1 1 1
(A) radians/⁄UÁ«UÿŸ (B) radians/⁄UÁ«UÿŸ (C) radians/⁄UÁ«UÿŸ
5 2000 500
1
(D) radians/⁄UÁ«UÿŸ (E) Question not attempted/•ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
50
t G-161 21 P.T.O.
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116. Which of the following is the width of Rajasthan from East to West ?
(A) 826 km (B) 839 km (C) 859 km
(D) 869 km (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§Ë ¬Ífl¸ ‚ ¬Á‡ø◊ øı«∏Ê߸ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§ÃŸË „Ò?
(A) }w{ Á∑§◊Ë (B) }x~ Á∑§◊Ë (C) }z~ Á∑§◊Ë
(D) }{~ Á∑§◊Ë (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
117. The works which throw light on the achievements and incidents of a particular individual and dynasty are
called :
(A) Sakhi (B) Marasya (C) Prakas
(D) Raso (E) Question not attempted
fl ⁄øŸÊ∞° ¡Ù Á∑§‚Ë √ÿÁÄà Áfl‡Ê· •ÊÒ⁄ fl¢‡Ê ∑§Ë ©¬‹ÁéœÿÙ¥ •ÊÒ⁄ ÉÊ≈ŸÊ•Ù¥ ¬⁄ ¬˝∑§Ê‡Ê «UÊ‹ÃË „Ò¥, ∑§„‹ÊÃË „Ò¥ —-
(A) ‚ÊπË (B) ◊Ê⁄Sÿ (C) ¬˝∑§Ê‡Ê
(D) ⁄UÊ‚Ù (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
118. The famous Badal Mahal built using parera stone is located on the banks of which of the following lakes ?
(A) Dhebar Lake (B) Anasagar Lake (C) Gaibsagar Lake
(D) Pushkar Lake (E) Question not attempted
¬⁄⁄UÊ ¬àÕ⁄ ‚ ÁŸÁ◊¸Ã ¬˝Á‚h ’ʺ‹ ◊„‹ ÁŸêŸÁ‹Áπà ◊¥ ‚ Á∑§‚ ¤ÊË‹ ∑§ Á∑§ŸÊ⁄ ÁSÕà „Ò?
(A) …U’⁄ ¤ÊË‹ (B) •ÊŸÊ‚ʪ⁄ ¤ÊË‹ (C) ªÒ’‚ʪ⁄ ¤ÊË‹
(D) ¬Èc∑§⁄ ¤ÊË‹ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
119. Which of the following regions of Rajasthan is known to have drought once in three years ?
(A) Bholpur (B) Jodhpur (C) Kota
(D) Bharatpur (E) Question not attempted
⁄UÊ¡SÕÊŸ ∑§Ê ÁŸêŸÁ‹Áπà ◊¥ ‚ ∑§ıŸ ‚Ê ˇÊòÊ ÃËŸ ‚Ê‹ ◊¥ ∞∑§ ’Ê⁄ ‚Íπ ∑§ Á‹∞ ¡ÊŸÊ ¡ÊÃÊ „Ò?
(A) ÷Ù‹¬È⁄ (B) ¡Ùœ¬È⁄ (C) ∑§Ù≈Ê
(D) ÷⁄ìÈ⁄ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
120. According to Rajasthan Public Service Guarantee Act-2011, what is the time limit for verification of passport by
Home (Police) Department ?
(A) 30 days (B) 15 days (C) 20 days
(D) 25 days (E) Question not attempted
⁄UÊ¡SÕÊŸ ‹Ù∑§ ‚flÊ ªÊ⁄¢≈Ë •ÁœÁŸÿ◊-wÆvv ∑§ •ŸÈ‚Ê⁄, ªÎ„ (¬ÈÁ‹‚) Áfl÷ʪ mÊ⁄UÊ ¬Ê‚¬Ù≈¸ ‚àÿʬŸ ∑§Ë ‚◊ÿ ‚Ë◊Ê ÄÿÊ „Ò?
(A) xÆ ÁºŸ (B) vz ÁºŸ (C) wÆ ÁºŸ
(D) wz ÁºŸ (E) •ŸÈûÊÁ⁄Uà ¬˝‡Ÿ
-o0o-
t G-161 22
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SPACE FOR ROUGH WORK / ⁄U»§ ∑§Êÿ¸ ∑§ Á‹∞ SÕÊŸ t G-161 23 P.T.O.
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SPACE FOR ROUGH WORK / ⁄U»§ ∑§Êÿ¸ ∑§ Á‹∞ SÕÊŸ ©ûÊ⁄U ¬òÊ∑§ ◊¥ ŒÊ ¬˝ÁÃÿÊ° „Ò¥ - ◊Í‹ ¬˝Áà •ÊÒ⁄U ÁmÃËÿ ¬˝ÁÃ, ¬⁄UˡÊÊ ‚◊ÊÁåà ¬⁄U ¬⁄UˡÊÊ ∑§ˇÊ ¿UÊ«∏Ÿ ‚ ¬Ífl¸ ¬⁄UˡÊÊÕ˸ ©ûÊ⁄U ¬òÊ∑§ ∑§Ë ŒÊŸÊ¥ ¬˝ÁÃÿÊ° flˡÊ∑§ ∑§Ê ‚ÊÒ¬¥ª, ¬⁄UˡÊÊÕ˸ Sflÿ¥ ÁmÃËÿ ¬˝Áà ∑§Ê •‹ª Ÿ„Ë¥ ∑§⁄¥U– flˡÊ∑§ mÊ⁄UÊ ©ûÊ⁄U ¬òÊ∑§ ∑§Ë ◊Í‹ ¬˝Áà ∑§Ê •¬Ÿ ¬Ê‚ ¡◊Ê ∑§⁄U, ÁmÃËÿ ¬˝Áà ∑§Ê ◊Í‹ ¬˝Áà ‚ ∑§≈U ‹Êߟ ‚ ◊Ê«∏ ∑§⁄U ‚ÊflœÊŸË¬Ífl¸∑§ •‹ª ∑§⁄U ¬⁄UˡÊÊÕ˸ ∑§Ê ‚ÊÒ¬¥ª– ¬⁄UˡÊÊÕ˸ ÁmÃËÿ ¬˝Áà ∑§Ê •¬Ÿ ‚ÊÕ ‹ ¡Êÿ¥ª– t G-161 24
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Source: Rajasthan Staff Selection Board. Question paper published by Rajasthan Staff Selection Board.