PREVIOUS JE/P.WAY QUESTION PAPERS
Question | Minimum depth of side drains from formation level निर्माण स्तर से साइड नालियों की न्यूनतम गहराई । | |
Type | multiple_choice | |
Option | 30 cm | correct |
Option | 100 cm | incorrect |
Option | 150 mm | incorrect |
Option | 30 mm | incorrect |
Solution | Para: 640Side and Catch Water Drains and Waterways:- (1) For efficient drainage of cuttings, side and catch water drains of suitable type and size should be provided. The bottom of side drains should be at least 30 cm below the formation level.
(2) Adequate openings to take the full flow of side drains should be provided under level crossings where they exist in or at the end of the cuttings. (3) In cuttings, in black cotton or similar soils, catch water drain should be provided sufficiently away from the top of the cutting to avoid any danger of a breach occurring between the drain and the cutting itself. The excavated spoil should be used to form a ‘bund’ between the drain and the top of the cutting. (4) Ballast walls, where provided in cuttings, should be regularly inspected. The efficient maintenance of ballast walls includes regular cleaning of weep holes, the provision of weep holes where none exist and rebuilding where necessary. (5) The cleaning of side and catch water drains, clearing of obstructions from outfalls and cleaning water-ways of bridges and culverts shall be completed before the monsoon sets in. The spoil from cleaning drains or cuttings should not be deposited at a place from where it is likely to be washed back into the drains (6) In the Municipal areas, where the outfall of Railway drains is in the municipal drains, close co-ordination should be maintained with the municipal authorities to ensure free flow from Railway drains. Additional Knowledge Inspection Schedule of Assistant Divisional Engineer Side drains, catch water drains, bridge waterways : Once in a Year before onset of Monsoon Inspection Schedule of SSE/P.Way (In-charge) and JE/SSE/P.Way (Sectional) Side drains, catch water drains, bridge waterways: SSE/P.Way (In-charge)- Once in a Year before onset of monsoon JE/SSE/P.Way (Sectional) – once in a year in the month of April prior to monsoon | |
Marks | 1 | 0.33 |
Question | Limits of lateral wear of Rail from relaying consideration in straight track on A Route is – ए रूट पर सीधे ट्रैक में रिलेइंग विचार से रेल के पार्श्व घिसाव की सीमा है- | |
Type | multiple_choice | |
Option | 6 mm | correct |
Option | 8 mm | incorrect |
Option | 10mm | incorrect |
Option | 15mm | incorrect |
Solution | 702 (Iv)Factors Governing Permanent Way Renewal – A typical profile of the worn rail showing the measurement of lateral wear is shown below – Lateral wear is to be measured at 13 to 15 mm below the rail top table. Worn rail profile should be recorded and superimposed over new rail profile to find out the lateral wear. Additional Knowledge A typical profile showing the measure of vertical wear of the rail is given below: | |
Marks | 1 | 0.33 |
Question | The service life of 60 kg 90.UTS Rail for important bridge is- महत्वपूर्ण पुल के लिए 60 किलो90 यूटीएस रेल की सेवा जीवन है- | |
Type | multiple_choice | |
Option | 525GMT | incorrect |
Option | 550 GMT | incorrect |
Option | 400 GMT | correct |
Option | 800 GMT | incorrect |
Solution | Bridge पर आधा जीएमटी हो जाती है है. Others Example:- Renewals on consideration of service life in terms of total GMT of traffic carried – (i) The rail shall be planned for through renewal after it has carried the minimum total traffic as shown below – (ii) Service life in terms of total GMT of traffic carried for considering through rail renewal of 60 kg 90 UTS rail would be 1000 GMT on the routes covered by Rail Grinding, provided condition of rail is satisfactory as per the other stipulated criteria mentioned in Para 702(1) (a), (b) and (c) above. (iii)The service life in terms of total GMT of traffic carried for considering through rail renewal on the bridge proper and in approaches (up to 100 m on either side) for all the important bridges and such of the major bridges where height of bank is 5.0 m or more, all tunnels and their approaches (up to 100 m on either side) shallllbe half of the GMT specified above.(ACS No.2)
Others: (2) Criteria for Renewal of Sleepers: Generally a sleeper is Page 277 of 419 serviceable if it can hold gauge, provide satisfactory rail seat and permit rail fastenings being maintained in tight condition, and retain the packing underneath the sleepers. Concrete sleepers will be considered for replacement/renewal if they have developed notches more than 3 mm at rail seat locations, their inserts are broken or elongated, or they are not able to provide required toe load, sleeper themselves are broken or any other reason for which they are not able to hold gauge and level. Where re-sleepering only is justified, this should be carried out in continuous stretches, the released serviceable sleepers being utilized for casual renewals elsewhere. Through sleeper renewal should be considered if the percentage of such sleepers exceeds 20% in a patch. On girder bridges when several sleepers are defective, renewals should be carried out for the full span, the released serviceable sleepers being used for casual renewals on the other spans. (ACS No.2)
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Marks | 1 | 0.33 |
Question | Sample size for toe load testing of ERC ON every 100 sleeper is प्रत्येक 100 स्लीपर पर ईआरसी के टो लोड परीक्षण के लिए नमूना आकार है। | |
Type | multiple_choice | |
Option | 1% | correct |
Option | 2% | incorrect |
Option | 3% | incorrect |
Option | 5% | incorrect |
Solution | 628 Renewal of fastenings: – Precaution during renewal of fastenings shall be taken as per the provisions of LWR/CWR (refer Chapter 3, Part D). Large scale replacement of fastenings must be done under the supervision of JE/SSE/P.Way. The cause for large-scale development of defects must be investigated by the Assistant Divisional Engineer (1) Periodicity of measurement of performance of Elastic Fastening Components – Sample, Size and Testing Frequency – (a) Sample Size – Toe load of elastic rail clip should be measured on 1% of ERCs randomly on every 100 sleepers (all 4 ERCs to be measured on one sleeper).
(b) Testing Frequency – The testing of ERCs is to be done after four years or passage of 200 GMT of traffic, whichever is earlier. In corrosion prone area, the initial testing of ERC is to be done after two years or passage of 100 GMT, whichever is earlier However, if 20% or more of sample size records toe load below 600 kg, both frequency of inspection and sample size are to be doubled. Extra Knowledge: (i) If 20% or more of sample size records toe load below 400 kg, which is to be confirmed by 5% sample size, proposal of through fastening renewal should be initiated. (ii) The provisions given above are only for guidance of Railways. The Railways on the basis of the overall condition of track, pattern of traffic and the required level of maintenance should undertake the large scale replacement of the fastening. (iii) Further, as the loss of toe load is reflective of conditions of other elastic fastening components like groove rubber sole plate, GFN/metal liners etc. as well, the railways may also record condition of these components along with measuring toe loads for elastic rail clips.
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Marks | 1 | 0.33 |
Question | Concrete sleeper can be replaced if notched at rail seat more than रेल सीट पर अधिक खरोंच होने पर कंक्रीट स्लीपर को बदला जा सकता है। | |
Type | multiple_choice | |
Option | 3 mm | correct |
Option | 6 mm | incorrect |
Option | 8 mm | incorrect |
Option | 10mm | incorrect |
Solution | Para 702: Criteria for Renewal of Sleepers – (Back to Para 717, 721) Generally a sleeper is serviceable if it can hold gauge, provide satisfactory rail seat and permit rail fastenings being maintained in tight condition, and retain the packing underneath the sleepers. Concrete sleepers will be considered for replacement/renewal if they have developed notches more than 3 mm at rail seat locations, their inserts are broken or elongated, or they are not able to provide required toe load, sleeper themselves are broken or any other reason for which they are not able to hold gauge and level. Where re-sleepering only is justified, this should be carried out in continuous stretches, the released serviceable sleepers being utilized for casual renewals elsewhere. Through sleeper renewal should be considered if the percentage of such sleepers exceeds 20% in a patch. On girder bridges when several sleepers are defective, renewals should be carried out for the full span, the released serviceable sleepers being used for casual renewals on the other spans. (ACS No.2) | |
Marks | 1 | 0.33 |
Question | Initial testing of Toe load in non corrosion prone area done after 4 year or before if GMT passed – गैर-संक्षारण प्रवण क्षेत्र में टो लोड का प्रारंभिक परीक्षण 4 वर्ष के बाद या जीएमटी उत्तीर्ण होने से पहले कियाजाता है –
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Type | multiple_choice | |
Option | 200 | correct |
Option | 400 | incorrect |
Option | 600 | incorrect |
Option | 800 | incorrect |
Solution | 628 Renewal of fastenings: – Precaution during renewal of fastenings shall be taken as per the provisions of LWR/CWR (refer Chapter 3, Part D). Large scale replacement of fastenings must be done under the supervision of JE/SSE/P.Way. The cause for large-scale development of defects must be investigated by the Assistant Divisional Engineer (1) Periodicity of measurement of performance of Elastic Fastening Components – Sample, Size and Testing Frequency – (a) Sample Size – Toe load of elastic rail clip should be measured on 1% of ERCs randomly on every 100 sleepers (all 4 ERCs to be measured on one sleeper).
(b) Testing Frequency – The testing of ERCs is to be done after four years or passage of 200 GMT of traffic, whichever is earlier. In corrosion prone area, the initial testing of ERC is to be done after two years or passage of 100 GMT, whichever is earlier However, if 20% or more of sample size records toe load below 600 kg, both frequency of inspection and sample size are to be doubled. Extra Knowledge: (i) If 20% or more of sample size records toe load below 400 kg, which is to be confirmed by 5% sample size, proposal of through fastening renewal should be initiated. (ii) The provisions given above are only for guidance of Railways. The Railways on the basis of the overall condition of track, pattern of traffic and the required level of maintenance should undertake the large scale replacement of the fastening. (iii) Further, as the loss of toe load is reflective of conditions of other elastic fastening components like groove rubber sole plate, GFN/metal liners etc. as well, the railways may also record condition of these components along with measuring toe loads for elastic rail clips. Toe Load Measurement Machine: | |
Marks | 1 | 0.33 |
Question | Height of 60Kg 90 UTS Rail is 60 किलोग्राम 90 यूटीएस रेल की ऊंचाई है – | |
Type | multiple_choice | |
Option | 136 mm | incorrect |
Option | 150 mm | incorrect |
Option | 156 mm | incorrect |
Option | 172 mm | correct |
Solution |
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Marks | 1 | 0.33 |
Question | Guard rail below ROB shall be provided on track adjacent to pier /abutment which is located within a distance of आरओबी के नीचे गार्ड रेल घाट / एबटमेंट के निकट ट्रैक पर प्रदान की जाएगी जो कि दूरी के भीतर स्थित है | |
Type | multiple_choice | |
Option | 20 mts | incorrect |
Option | 10mts | incorrect |
Option | 15mts | incorrect |
Option | 8 mts | correct |
Solution | 228 “Provision of Guard Rails on Bridges and Tunnels”– (Back to Para 630) (1) Location – Guard rail should be provided on all girder bridges (including pre-stressed Concrete girder bridges without deck slab) whether major or minor. Guardrails should also be provided on all major and important ballasted bridges and also on such other minor bridges where derailment may cause serious damages.
On all flat top, arch and pre-stressed concrete girder bridges with deck slab, where guardrails are not provided the whole width of the bridge between the Parapet walls shall be filled with ballast up to the top of sleeper level.
The provision of guardrails along the inner rail can be dispensed with, in case of ballasted deck bridges located on sharp curves where the maximum permitted speed is not more than 30 Kmph and track is laid with PSC sleepers having arrangement for provision of checkrail due to which guardrail cannot be provided.
In case of ROB/FOBs, the guard rail shall be provided on the track adjacent to a column/pier/abutment which is located within a distance of 8m from centre of track.
Others Knowledge: (2) Design of Guard rails – The typical arrangement of a guard rail, with the important dimensions are shown in the sketch and table as shown below –
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Marks | 1 | 0.33 |
Question | One degree of curve is equivalent of to radius of वक्र की एक डिग्री त्रिज्या के बराबर होती है | |
Type | multiple_choice | |
Option | 1750 mts | correct |
Option | 875 mts | incorrect |
Option | 1875 mts | incorrect |
Option | 20 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Maximum cant on curve track for A Route is ए रूट के लिए कर्व ट्रैक पर अधिकतम काँट की सीमा है। | |
Type | multiple_choice | |
Option | 185 mm | correct |
Option | 165 mm | incorrect |
Option | 140 mm | incorrect |
Option | 75 mm | incorrect |
Solution | Para 404 | |
Marks | 1 | 0.33 |
Question | गैर संक्षारण प्रवण क्षेत्र में सेवा के दौरान एटी वेल्ड की पेंटिंग एक बार की जाएगी. Painting of AT Welds during service in non corroded prone area shall be done oncein
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Type | multiple_choice | |
Option | 4 Year | correct |
Option | 3 Year | incorrect |
Option | 2 Year | incorrect |
Option | 1 Year | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Tolerance of finishing top surface of AT Weld joint by 10 cm straight edge is एटी वेल्ड जोड़ की ऊपरी सतह को 10 सेमी सीधे किनारे से फिनिशिंग करने की सहनशीलता है। | |
Type | multiple_choice | |
Option | ± 0.3 | incorrect |
Option | ± 0.4mm | incorrect |
Option | +1mm | incorrect |
Option | + 0.4mm` | correct |
Solution | ||
Marks | 1 | 0.33 |
Question | Gap survey of SWR Track should be once in- एसडब्ल्यूआर ट्रैक का गैप सर्वे एक बार होना चाहिए-
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Type | multiple_choice | |
Option | 6 month | incorrect |
Option | 1 year | correct |
Option | 2 year | incorrect |
Option | 4 year | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | जोन-3 मे LWR ट्रक को से कम त्रिज्या वाले वक्र पर नहीं रखा जाएगा. For Zone-III, LWR track shall not be laid on curve having radius less than | |
Type | multiple_choice | |
Option | 250 mts | incorrect |
Option | 440 mts | correct |
Option | 350 mts | incorrect |
Option | 275 mts | incorrect |
Solution | 326 Permitted Locations for LWR/CWR:
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Marks | 1 | 0.33 |
Question | LWR ट्रैक के लिए सबसे तेज़ अनुमत ग्रेडिएंट है. Steepest permitted Gradient for LWR track is | |
Type | multiple_choice | |
Option | I in 100 | correct |
Option | 1 in 150 | incorrect |
Option | 1 in 200 | incorrect |
Option | 1 in 400 | incorrect |
Solution | Para 326 (3): The steepest permitted grade for LWR/CWR shall be 1 in 100. | |
Marks | 1 | 0.33 |
Question | उन्नत प्रकार के एसईजे को डिग्री तक पीसीई के अनुमोदन के बिना बिछाया जा सकता है। Improved type SEJ can be laid without approval of PCE upto degree | |
Type | multiple_choice | |
Option | 2 | correct |
Option | 3 | incorrect |
Option | 4 | incorrect |
Option | 6 | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | डायल प्रकार का थर्मामीटर रेल के तापमान को रिकॉर्ड कर सकता है। Dial type of thermometer may record rail temperature within. | |
Type | multiple_choice | |
Option | 5 Minutes | incorrect |
Option | 8 Minutes | correct |
Option | 25 minutes | incorrect |
Option | 30 Minutes | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | जोन- III के लिए – LWR की Td होगी. Td of LWR for zone -III Shall be | |
Type | multiple_choice | |
Option | tm to tm+50C | correct |
Option | tm +5 to tm+100C | incorrect |
Option | tm+10 to tm+150C | incorrect |
Option | tm -10 to tm+100C | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | LWR की नियमित रखरखाव सीमा है। Regular maintenance limit of LWR is | |
Type | multiple_choice | |
Option | td+10 to td-300C | correct |
Option | td +10 to td-200C | incorrect |
Option | td +15 to td-300C | incorrect |
Option | No limit | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | एलडब्ल्यूआर ट्रैक में स्लीपर का आकस्मिक नवीनीकरण स्लीपर कितने पर किया जा सकता है. Casual renewal of sleeper in LWR track may be done on sleeper in | |
Type | multiple_choice | |
Option | 30 sleepers | correct |
Option | 15 Sleepers | incorrect |
Option | 10 Sleepers | incorrect |
Option | 5 sleepers | incorrect |
Solution | 345 Regular Track Maintenance: (4) Casual renewal of sleepers: Not more than one sleeper in 30 consecutive sleepers shall be replaced at a time. Should it be necessary to renew two or more consecutive sleepers in the same length, they may be renewed one at a time after packing the sleepers renewed earlier duly observing the temperature limits specified in Para 345 (1) (a) & (b) together with precautions mentioned therein. | |
Marks | 1 | 0.33 |
Question | Minimum length of Temporary rail closer of LWR track is एलडब्ल्यूआर ट्रैक के अस्थायी रेल क्लोजर की न्यूनतम लंबाई है। | |
Type | multiple_choice | |
Option | 4.0 mts | correct |
Option | 6.5 mts | incorrect |
Option | 11 mts | incorrect |
Option | 13 mts | incorrect |
Solution | 614 Rail Closures on other than LWR Track:- (1) Permanent rail closure in running lines should not be less than 11 metre in length. However, on sections having maximum speed upto 100 Kmph, minimum length of permanent rail closure can be 5.5 metre.
Temporary closure, not less than 4 m, can be used with speed restriction of 30 Kmph. | |
Marks | 1 | 0.33 |
Question | LWR inspection during cold month shall be done by sectional JE(P.WAY) in rotation with in-charge SSE(P.WAY) in ठंड के महीने के दौरान एलडब्ल्यूआर निरीक्षण अनुभागीय जेई (पी. वे) द्वारा प्रभारी एसएसई (पी. वे) आईएन केसाथ रोटेशन में किया जाएगा।
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Type | multiple_choice | |
Option | 15 days | correct |
Option | 1 month | incorrect |
Option | 2 month | incorrect |
Option | 6 month | incorrect |
Solution | Inspection Schedule of SSE/P.Way (In-charge) and JE/SSE/P.Way (Sectional) | |
Marks | 1 | 0.33 |
Question 23. | All side drain shall be inspected by sectional JE once in अनुभागीय जेई द्वारा एक बार सभी साइड नाली का निरीक्षण किया जाएगा। | |
Type | multiple_choice | |
Option | 1 year before monsoon | correct |
Option | 1 year after monsoon | incorrect |
Option | 2 year before monsoon | incorrect |
Option | 2 year after monsoon | incorrect |
Solution | Inspection Schedule of SSE/P.Way (In-charge) and JE/SSE/P.Way (Sectional)
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Marks | 1 | 0.33 |
Question 24. | स्पीड बोर्ड की दूरी पर लगाया जाएगा। Speed board shall be placed at distance of | |
Type | multiple_choice | |
Option | 10mts | incorrect |
Option | 30 mts | correct |
Option | 45 mts | incorrect |
Option | 600 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 25. | रेल डॉली कार्य का सुपर विजन न्यूनतम स्तर का है. Minimum level of super vision of Rail dolly work is | |
Type | multiple_choice | |
Option | JE (P. WAY) | incorrect |
Option | Mate | incorrect |
Option | Keyman | correct |
Option | Any trackman can supervise | incorrect |
Solution | 841 Rail Dolleys – (1) Rail dolley is a device with two or more wheels, which in balanced condition, can be moved manually on one rail of track and can carry one rail/sleeper in suspended condition. When necessary, the suspended Material can be dropped and rail dolley cleared off the track (2) Manning of Rail Dolley – very rail dolley shall be manned by not less than 2 able bodied persons. The personin-charge for the working of rail dolleys shall be a railway servant not lower in rank than a Keyman. The official in-charge should have passed in medical category A-3 and must hold a valid certificate of competency for working rail dolleys. Certificate of competency shall be issued by SSE/P.Way of the section who must satisfy himself that the person to whom competency certificate is being issued is fully aware of the rules for the working of rail dolleys and is also well acquainted with the concerned section. (3) Working of Rail Dolleys –
(a) The railway servant in-charge of rail dolleys must inspect the section in advance particularly in reference to heaping of ballast, girder bridges and any other special features which make it difficult to drop the Material and remove the rail dolley in the event of an approaching train. He shall get the ballast heaps cleared and work the dolley(s) only when the visibility is clear for at least 1200 metre and the rails/sleepers can be dropped off safely without affecting the safety of trains and workers both.
(b) Rail dolley shall not be worked on sections having gradients steeper than1 in 200. (c) Not more than 6 rail dolleys should be worked in a group in any one block section.
(d) Normally, not longer than 3 rail welded panels should be carried by rail dolleys. The rail dolleys must not be worked after sunset and before sunrise and in bad weather when the visibility is poor. Rail dolleys should not be worked in deep cuttings, steep grades, sharp curves and heavily built up areas where the visibility is not clear for 1200 metres. In such locations, the rail dolleys should be worked under block protection.
(e) In case, a rail dolley is to carry rails longer than 3 rail panel or it is required to move over x-overs in yard crossing more than one line in deep cuttings and curves then it should work under block protection.
(f) No traffic block or caution order is normally necessary for working of rail dolleys except as indicated in Sub Para (3) (d) & (e) above.
(g) Every rail dolley/group of rail dolley when on line shall exhibit a red flag
(h) The rail dolley shall be protected by a flagman at a distance of 1200 metre from the rail dolley, on a double line in the direction from which trains may approach, and by two flagmen one on either direction on single line. The flagmen shall also carry three detonators for use in any emergency.
(i) Where necessary intermediate Flagman should be posted to relay signals.
(j) When a train is sighted, the Flagman should wave the red flag vigorously to warn the official-in-charge of the dolley of the train and at the same time place three detonators 10 m apart on the line to protect the rail dolley(s). The detonators should be removed only on receipt of hand signals from the officialin-charge by waving of a green signal to withdraw the danger signals from indicating that rail dolleys have been removed.
(k) The official-in-charge of the rail dolley shall keep a look out for approaching trains and will get the rail dolley(s) and Materials cleared off the track as soon as an approaching train is sighted.
(l) While approaching level crossings, the official in-charge shall look out for road vehicles and ensure safe passage of rail dolleys.
(m) The official in-charge shall be fully responsible for the safe working of rail dolleys. | |
Marks | 1 | 0.33 |
Question | Rail dolly shall not work for gradient steeper than रेल डॉली इससे अधिक तीव्र ढाल के लिए काम नहीं करेगी | |
Type | multiple_choice | |
Option | 1 in 100 | incorrect |
Option | 1 in 200 | correct |
Option | 1 in 400 | incorrect |
Option | 1 in 600 | incorrect |
Solution | 841 Rail Dolleys – (1) Rail dolley is a device with two or more wheels, which in balanced condition, can be moved manually on one rail of track and can carry one rail/sleeper in suspended condition. When necessary, the suspended Material can be dropped and rail dolley cleared off the track (2) Manning of Rail Dolley – very rail dolley shall be manned by not less than 2 able bodied persons. The personin-charge for the working of rail dolleys shall be a railway servant not lower in rank than a Keyman. The official in-charge should have passed in medical category A-3 and must hold a valid certificate of competency for working rail dolleys. Certificate of competency shall be issued by SSE/P.Way of the section who must satisfy himself that the person to whom competency certificate is being issued is fully aware of the rules for the working of rail dolleys and is also well acquainted with the concerned section. (3) Working of Rail Dolleys –
(a) The railway servant in-charge of rail dolleys must inspect the section in advance particularly in reference to heaping of ballast, girder bridges and any other special features which make it difficult to drop the Material and remove the rail dolley in the event of an approaching train. He shall get the ballast heaps cleared and work the dolley(s) only when the visibility is clear for at least 1200 metre and the rails/sleepers can be dropped off safely without affecting the safety of trains and workers both.
(b) Rail dolley shall not be worked on sections having gradients steeper than1 in 200. (c) Not more than 6 rail dolleys should be worked in a group in any one block section.
(d) Normally, not longer than 3 rail welded panels should be carried by rail dolleys. The rail dolleys must not be worked after sunset and before sunrise and in bad weather when the visibility is poor. Rail dolleys should not be worked in deep cuttings, steep grades, sharp curves and heavily built up areas where the visibility is not clear for 1200 metres. In such locations, the rail dolleys should be worked under block protection.
(e) In case, a rail dolley is to carry rails longer than 3 rail panel or it is required to move over x-overs in yard crossing more than one line in deep cuttings and curves then it should work under block protection.
(f) No traffic block or caution order is normally necessary for working of rail dolleys except as indicated in Sub Para (3) (d) & (e) above.
(g) Every rail dolley/group of rail dolley when on line shall exhibit a red flag
(h) The rail dolley shall be protected by a flagman at a distance of 1200 metre from the rail dolley, on a double line in the direction from which trains may approach, and by two flagmen one on either direction on single line. The flagmen shall also carry three detonators for use in any emergency.
(i) Where necessary intermediate Flagman should be posted to relay signals.
(j) When a train is sighted, the Flagman should wave the red flag vigorously to warn the official-in-charge of the dolley of the train and at the same time place three detonators 10 m apart on the line to protect the rail dolley(s). The detonators should be removed only on receipt of hand signals from the officialin-charge by waving of a green signal to withdraw the danger signals from indicating that rail dolleys have been removed.
(k) The official-in-charge of the rail dolley shall keep a look out for approaching trains and will get the rail dolley(s) and Materials cleared off the track as soon as an approaching train is sighted.
(l) While approaching level crossings, the official in-charge shall look out for road vehicles and ensure safe passage of rail dolleys.
(m) The official in-charge shall be fully responsible for the safe working of rail dolleys. | |
Marks | 1 | 0.33 |
Question | Maximum Nos of rail dolly’s can work in a group in one block section. एक ब्लॉक सेक्शन में अधिकतम संख्या में रेल डॉली एक समूह में काम कर सकती हैं। | |
Type | multiple_choice | |
Option | 4 | incorrect |
Option | 6 | correct |
Option | 8 | incorrect |
Option | 10 | incorrect |
Solution | 841 Rail Dolleys – (1) Rail dolley is a device with two or more wheels, which in balanced condition, can be moved manually on one rail of track and can carry one rail/sleeper in suspended condition. When necessary, the suspended Material can be dropped and rail dolley cleared off the track (2) Manning of Rail Dolley – very rail dolley shall be manned by not less than 2 able bodied persons. The personin-charge for the working of rail dolleys shall be a railway servant not lower in rank than a Keyman. The official in-charge should have passed in medical category A-3 and must hold a valid certificate of competency for working rail dolleys. Certificate of competency shall be issued by SSE/P.Way of the section who must satisfy himself that the person to whom competency certificate is being issued is fully aware of the rules for the working of rail dolleys and is also well acquainted with the concerned section. (3) Working of Rail Dolleys –
(a) The railway servant in-charge of rail dolleys must inspect the section in advance particularly in reference to heaping of ballast, girder bridges and any other special features which make it difficult to drop the Material and remove the rail dolley in the event of an approaching train. He shall get the ballast heaps cleared and work the dolley(s) only when the visibility is clear for at least 1200 metre and the rails/sleepers can be dropped off safely without affecting the safety of trains and workers both.
(b) Rail dolley shall not be worked on sections having gradients steeper than1 in 200. (c) Not more than 6 rail dolleys should be worked in a group in any one block section.
(d) Normally, not longer than 3 rail welded panels should be carried by rail dolleys. The rail dolleys must not be worked after sunset and before sunrise and in bad weather when the visibility is poor. Rail dolleys should not be worked in deep cuttings, steep grades, sharp curves and heavily built up areas where the visibility is not clear for 1200 metres. In such locations, the rail dolleys should be worked under block protection.
(e) In case, a rail dolley is to carry rails longer than 3 rail panel or it is required to move over x-overs in yard crossing more than one line in deep cuttings and curves then it should work under block protection.
(f) No traffic block or caution order is normally necessary for working of rail dolleys except as indicated in Sub Para (3) (d) & (e) above.
(g) Every rail dolley/group of rail dolley when on line shall exhibit a red flag
(h) The rail dolley shall be protected by a flagman at a distance of 1200 metre from the rail dolley, on a double line in the direction from which trains may approach, and by two flagmen one on either direction on single line. The flagmen shall also carry three detonators for use in any emergency.
(i) Where necessary intermediate Flagman should be posted to relay signals.
(j) When a train is sighted, the Flagman should wave the red flag vigorously to warn the official-in-charge of the dolley of the train and at the same time place three detonators 10 m apart on the line to protect the rail dolley(s). The detonators should be removed only on receipt of hand signals from the officialin-charge by waving of a green signal to withdraw the danger signals from indicating that rail dolleys have been removed.
(k) The official-in-charge of the rail dolley shall keep a look out for approaching trains and will get the rail dolley(s) and Materials cleared off the track as soon as an approaching train is sighted.
(l) While approaching level crossings, the official in-charge shall look out for road vehicles and ensure safe passage of rail dolleys.
(m) The official in-charge shall be fully responsible for the safe working of rail dolleys. | |
Marks | 1 | 0.33 |
Question | Height of Caution board from rail level should be सावधानी बोर्ड की ऊंचाई रेल स्तर से होनी चाहिए। | |
Type | multiple_choice | |
Option | 2.0 m | correct |
Option | 1.65 mts | incorrect |
Option | 1.7 mts | incorrect |
Option | 4 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Height of T/P and T/G Board from rail level should be टी/पी एवं टी/जी बोर्ड की रेल स्तर से ऊंचाई होनी चाहिए। | |
Type | multiple_choice | |
Option | 2.0 m | incorrect |
Option | 1.7 mts | incorrect |
Option | 1.65 mts | correct |
Option | 4 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | — न्यूनतम दूरी पर बैनर झंडे द्वारा डिप्लोरि की सुरक्षा की जाएगी। Protection of diplorry shall be done by Banner flag at minimum distance of. | |
Type | multiple_choice | |
Option | 600 Mts | correct |
Option | 400 Mts | incorrect |
Option | 200 Mts | incorrect |
Option | 30 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | ए रूट पर विपरीत मोड़ों के बीच सीधे ट्रैक की न्यूनतम लंबाई होनी चाहिए। Minimum length of straight track between reverse curves on A Route should be. | |
Type | multiple_choice | |
Option | 50 m | correct |
Option | 100 m | incorrect |
Option | 30.5 mts | incorrect |
Option | 40 mts | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Versine of curve shall be measured by chord length of. वक्र का वरसाइन – तार की लंबाई से मापा जाएगा। | |
Type | multiple_choice | |
Option | 10 mts | incorrect |
Option | 20 mts | correct |
Option | 30.5 mts | incorrect |
Option | 40 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | In section schedule of inspection by SSE( P.WAY) for main line Turnout is- मुख्य लाइन टर्नआउट के लिए एसएसई (पी.वे) द्वारा निरीक्षण का कार्यक्रम है | |
Type | multiple_choice | |
Option | 03 month | correct |
Option | 2 month | incorrect |
Option | 6 month | incorrect |
Option | 12 month | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | सीएमएस क्रॉसिंग की नाक का अधिकतम अनुमत घिसाव है- Max. Permissible wear of nose of CMS crossing is- | |
Type | multiple_choice | |
Option | 10 mm | correct |
Option | 15 mm | incorrect |
Option | 20 mm | incorrect |
Option | 40 mm | incorrect |
Solution | Para 429: | |
Marks | 1 | 0.33 |
Question 35 | Versine of turn- in- curve shall be recorded on every- टर्न- ईन- कर्व में वेरसाइन का विवरण प्रत्येक पर दर्ज किया जाएगा –
| |
Type | multiple_choice | |
Option | 3 m | correct |
Option | 6 m | incorrect |
Option | 10 m | incorrect |
Option | 20 m | incorrect |
Solution | Para 429: | |
Marks | 1 | 0.33 |
Question 36 | क्रॉसिंग भाग में गेज की रेंज मानक 1673 मिमी पर होनी चाहिए। Range of Gauge
in crossing portion should be on standard 1673mm | |
Type | multiple_choice | |
Option | -6mm to +6 mm0 | incorrect |
Option | 0 to 4 mm | correct |
Option | 0 to +20 mm | incorrect |
Option | -6 mm to +10 mm | incorrect |
Solution | Para 429: | |
Marks | 1 | 0.33 |
Question 37. | कर्व स्विच के लिए स्टेशन नं. 0 अंकित किया जाना है। For curve switch, Station No.-0 to be marked at | |
Type | multiple_choice | |
Option | Heel | incorrect |
Option | SRJ | incorrect |
Option | ATS | correct |
Option | JOH | incorrect |
Solution | Station No. 0 to be marked at heel of switch for straight switch and at ATS for curved switches. Subsequent stations shall be marked at every 3m. Versines to be recorded on 6m chord length commencing from station no.1 | |
Marks | 1 | 0.33 |
Question | पीएससी लेआउट पर 12 में से 1 घुमावदार स्विच की हील का विचलन है। Heel divergence of 1 in 12 curved switch on PSC layout is | |
Type | multiple_choice | |
Option | 136mm | incorrect |
Option | 175 mm | correct |
Option | 182 mm | incorrect |
Option | 190 mm | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | पीएससी टर्नआउट का नोमीनल गेज है। Nominal Gauge of PSC Turnout is | |
Type | multiple_choice | |
Option | 1676 mm | incorrect |
Option | 1673 mm | correct |
Option | 1750 mm | incorrect |
Option | 1600 mm | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | पीएससी टर्न आउट में चेक रेल क्लीयरेंस होनी चाहिए। Check rail clearance in PSC turnout should be. | |
Type | multiple_choice | |
Option | 41 mm to 45 mm | correct |
Option | 42 mm to 45 mm | incorrect |
Option | 44 mm to 48 mm | incorrect |
Option | 51 mm to 57 mm | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | 130 किमी प्रति घंटे की गति के लिए टीआरसी रिकॉर्डिंग की आवृत्ति है। Frequency of TRC recording for speed of 130 kmph is. | |
Type | multiple_choice | |
Option | 02 month | incorrect |
Option | 3 month | correct |
Option | 4 month | incorrect |
Option | 6 Month | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Length of short chord for twist calculation of TRC is टीआरसी की द्विस्ट गणना के लिए शॉर्ट कॉर्ड की लंबाई है। | |
Type | multiple_choice | |
Option | 15 mts | incorrect |
Option | 9 mts | incorrect |
Option | 3.0 mts | correct |
Option | 18 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | For speed 130 Kmph route UML limit for peak acceleration is. 130 किमी प्रति घंटे की गति मार्ग हेतु पीक की लिमिट त्वरण के लिएयूएमएल सीमा है। | |
Type | multiple_choice | |
Option | 0.20g | incorrect |
Option | 0.15 g | incorrect |
Option | 0.25 g | correct |
Option | 0.35 g | incorrect |
Solution | Para 522: | |
Marks | 1 | 0.33 |
Question | 110 किमी प्रति घंटे की गति के वक्र के संरेखन के लिए, वरसाइन सीमा में स्टेशन से स्टेशन भिन्नता है। For alignment of curve of speed 110Kmph, station to station variation of versine limit is. | |
Type | multiple_choice | |
Option | 5 mm | incorrect |
Option | 10 mm | incorrect |
Option | 15 mm | correct |
Option | 20 mm | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question 45 | The whole block section should be planned for though tamping if the percentage of block exceeding PML is more than – यदि पीएमएल ब्लॉक प्रतिशत_____से अधिक हो तो टैम्पिंग के लिए पूरे ब्लॉक सेक्शन की योजनाबनाई जानी चाहिए। | |
Type | multiple_choice | |
Option | 25% | incorrect |
Option | 30% | incorrect |
Option | 40% | correct |
Option | 50% | incorrect |
Solution | Para 523: | |
Marks | 1 | 0.33 |
Question | Yard should be planned for though tamping if the percentage of block exceeding PML is more than. यदि पीएमएल ब्लॉक प्रतिशत____से अधिक हो तो टैम्पिंग के लिए पूरे यार्ड की योजना बनाई जानी चाहिए। | |
Type | multiple_choice | |
Option | 25% | incorrect |
Option | 30% | incorrect |
Option | 40% | incorrect |
Option | 50% | correct |
Solution | Para 523:
| |
Marks | 1 | 0.33 |
Question | ब्लॉक अनुभाग यार्ड में दो क्रमिक एनबीएमएल स्थानों के बीच___ का अंतर हो तो उसे भी टैम्पिंगकर देना चाहिये। Gap between two successive NBML location in block section /yard should also be tamped if this gap is less than or equal to
| |
Type | multiple_choice | |
Option | 200 mts | correct |
Option | 400 mts | incorrect |
Option | 500 mts | incorrect |
Option | 600 mts | incorrect |
Solution | NBML – Need Based Maintenance Limit Para 523:
| |
Marks | 1 | 0.33 |
Question | सीधे ट्रैक के लिए फ्लोटिंग स्थिति में रखरखाव गेज सहनशीलता है। Maintenance Gauge tolerances in floating condition for straight track is. | |
Type | multiple_choice | |
Option | -6 mm to +6 mm | correct |
Option | -6 mm to +15 mm | incorrect |
Option | -6 mm to 20 mm | incorrect |
Option | upto +20 mm | incorrect |
Solution | 525 Track Parameters in Floating Conditions:- (Back to Para 429, Ann. 6/9) The Gauge and Twist values for manual measurement in floating conditions are as under:
(1) Gauge: While it is desirable to maintain correct gauge, variation in gauge may be there due to age and condition of the rail, sleepers, and fastenings. The limits of gauge as per measurement in floating condition, for the guidance of the engineering officials regarding condition of track from passenger comfort perspective shall be as given below, provided that generally a uniform gauge can be maintained over long lengths.
| |
Marks | 1 | 0.33 |
Question | सीधे ट्रैक के लिए मोड़ सहनशीलता है। Twist tolerance for straight track is. | |
Type | multiple_choice | |
Option | 2.1mm/m | incorrect |
Option | 3.5 mm/m | correct |
Option | 2.00 mm/m | incorrect |
Option | 4mm/m | incorrect |
Solution | Para 525: | |
Marks | 1 | 0.33 |
Question 50 | कम स्पीड बैंड के लिए 45 किमी प्रति घंटे तक की अनुमेय गेज सीमा है। Permissible Gauge limit for low speed band upto 45kmph is. | |
Type | multiple_choice | |
Option | -10mm to +27 mm | correct |
Option | -12mm to +27 mm | incorrect |
Option | -6 mm to +6mm | incorrect |
Option | upto +20 mm | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | मशीन टैम्पिंग में टेम्पिंग टूल्स की टैम्पिंग गहराई होनी चाहिए। Tamping depth of tamping tools in machine tamping should be | |
Type | multiple_choice | |
Option | 5mm to 10 mm | incorrect |
Option | 10 mm to 15 mm | incorrect |
Option | 15 mm to 20 mm | correct |
Option | 20 mm to 25 mm | incorrect |
Solution | Para 605: | |
Marks | 1 | 0.33 |
Question | Squeezing pressure for plane track sleeper should be. प्लेन ट्रैक स्लीपर के लिए स्कूईजिंग दबाव होना चाहिए। | |
Type | multiple_choice | |
Option | 110-120 Kg/cm2 | correct |
Option | 120-125 Kg/cm2 | incorrect |
Option | 125-130 Kg/cm2 | incorrect |
Option | 125-135 Kg/cm2 | incorrect |
Solution | Para 605:
| |
Marks | 1 | 0.33 |
Question | Which one is not a part of 3 tier system of track maintenance – कौन सा ट्रैक रखरखाव की 3 टाएर प्रणाली का हिस्सा नहीं है – | |
Type | multiple_choice | |
Option | OMU. | incorrect |
Option | MMU | incorrect |
Option | Sectional Gang | incorrect |
Option | GSU | correct |
Solution |
| |
Marks | 1 | 0.33 |
Question | रेल की हॉगिंग को लंबाई के सीधे किनारे से मापा जाएगा – Hogging of rail shall be measured by straight edge of length – | |
Type | multiple_choice | |
Option | 10 cm | incorrect |
Option | 1.00 mts | correct |
Option | 2.00 mts | incorrect |
Option | 50 cm | incorrect |
Solution | Para 612 : | |
Marks | 1 | 0.33 |
Question | Battering of rail should be measured difference of height of rail at end and a point of distance रेल की बैटरिंग को से रेल की ऊंचाई और दूरी के एक बिंदु के अंतर से मापा जाना चाहिए- | |
Type | multiple_choice | |
Option | 10 cm | incorrect |
Option | 20 cm. | incorrect |
Option | 30 cm | correct |
Option | 50 cm | incorrect |
Solution | Para 612 : | |
Marks | 1 | 0.33 |
Question | संक्षारण प्रवण क्षेत्र की पहचान निम्न द्वारा की जाएगी – Corrosion prone area shall be identified by- | |
Type | multiple_choice | |
Option | DRM | incorrect |
Option | PCE | correct |
Option | GM | incorrect |
Option | CRS | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | संक्षारण संभावित क्षेत्र में रेल की पेंटिंग एक बार की जाएगी. Painting of rail in corrosion prone area shall be done once in | |
Type | multiple_choice | |
Option | 1 year | correct |
Option | 2 year | incorrect |
Option | 3 year | incorrect |
Option | 4 year | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Permanent closer in running line should not be less than रनिंग लाइन में स्थायी क्लोजर इससे कम नहीं होना चाहिए- | |
Type | multiple_choice | |
Option | 4.00mts | incorrect |
Option | 6.5 mts. | incorrect |
Option | 11.00 mts | correct |
Option | 13 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | 12 टर्नआउट में से 1 के स्विच भाग में पीएससी स्लीपरों की संख्या है। Nos of PSC Sleepers in switch portion of 1 in 12 turnout are | |
Type | multiple_choice | |
Option | 13 | incorrect |
Option | 20 | correct |
Option | 21 | incorrect |
Option | 54 | incorrect |
Solution | Para 624: | |
Marks | 1 | 0.33 |
Question 60 | टी-28 मशीन का उपयोग किया जाता है। T-28 Machine is used for | |
Type | multiple_choice | |
Option | Turnout insertion टर्न आऊट प्रविष्टि मे· | correct |
Option | Deep screening गहरी छनाई मे | incorrect |
Option | Plan track linking रेल पथ बिछने मे | incorrect |
Option | Tamping पैकिंग में | incorrect |
Solution | Para 624: | |
Marks | 1 | 0.33 |
Question | गहरी स्क्रीनिंग के लिए एल-सेक्शन हर जगह लिया जाना चाहिए- L – Section for deep screening should be taken at every – | |
Type | multiple_choice | |
Option | 10mts | incorrect |
Option | 20 mts | incorrect |
Option | 30mts | correct |
Option | 40mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | गहरी स्क्रीनिंग के लिए पर्यवेक्षण का न्यूनतम स्तर है. Minimum level of supervision for deep screening is- | |
Type | multiple_choice | |
Option | JE(P.WAY) | correct |
Option | SSE (P.WAY) | incorrect |
Option | Mate | incorrect |
Option | Keyman | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | If BCM is followed by tamping machine and DTS, than speed restriction on first day may be- यदि टैम्पिंग मशीन और डीटीएस द्वारा बीसीएम का प्लान किया जाता है, तो पहले दिन गति प्रतिबंध हो सकताहै- | |
Type | multiple_choice | |
Option | 20 Kmph | incorrect |
Option | 30 Kmph | incorrect |
Option | 40 Kmph | correct |
Option | 50 Kmph | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Deep screening may be done if clean ballast cushion is less than- यदि साफ गिट्टी कुशन से कम है तो डीप स्क्रीनिंग की जा सकती है- | |
Type | multiple_choice | |
Option | 100 mm | incorrect |
Option | 150 mm | correct |
Option | 200 mm | incorrect |
Option | 300 mm | incorrect |
Solution | Para 212: | |
Marks | 1 | 0.33 |
Question 65 | Lowering of track other than LWR should be restricted to – एलडब्ल्यूआर के अलावा अन्य ट्रैक को___ से नीचा करने को प्रतिबंधित किया जाना चाहिए- | |
Type | multiple_choice | |
Option | 30 mm | incorrect |
Option | 50 mm | incorrect |
Option | 75 mm | correct |
Option | 100 mm | incorrect |
Solution | 639 Lowering of Track:- (1) Lowering of the track should not be resorted to except where it cannot be avoided and if resorted to, it should be done under suitable speed restriction and under the protection of Engineering signals.
(2) When lowering is to be done, trenches should be made across the track at every 30 m to the final level in order to give a continuous indication, while the work is in progress. The ballast should be removed sufficiently far away from the track to prevent it getting mixed up with excavated Material.
(3) The procedure is to clear the spaces between the sleepers, then slightly lift the track break the packing beneath and level it into the space between sleepers. This Material is then removed and the operation repeated until the final level is reached. The road should then be ballasted, through packed and boxed, the cess being cut down to proper level.
4) Lowering, should be restricted to a maximum of 75 mm at a time and the grade for passage of trains should not exceed 25 mm in a rail length of 13 m
5) As opposed to lifting, lowering should be carried out in the direction of the falling grade. (6) Work of lifting or lowering of track shall be carried out under supervision of JE/P.Way. (7) For LWR/CWR track, provisions given in Chapter 3 shall be followed. | |
Marks | 1 | 0.33 |
Question 66 | Maximum distance of trolley refuge in high bank is उच्च बैंक में ट्रॉली आश्रय की अधिकतम दूरी है- | |
Type | multiple_choice | |
Option | 100 m | incorrect |
Option | 200 m | correct |
Option | 500 m | incorrect |
Option | 1 km | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 67 | सुरंग के मामले में, मैक्स. ट्रॉली आश्रय की दूरी है- In case of tunnel, Max. distance of trolley refuge is- | |
Type | multiple_choice | |
Option | 100 m | correct |
Option | 200 m | incorrect |
Option | 500 m | incorrect |
Option | 1 km | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 68 | प्लेटफार्म लाइन में डिस्टन्स पीस की दूरी होनी चाहिए- Distance of distance pieces in platform line should be- | |
Type | multiple_choice | |
Option | 10 mts | incorrect |
Option | 20 mts | incorrect |
Option | 30 mts | correct |
Option | 50 mts | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | स्टेशन यार्ड में प्रति किमी ट्रैक पर न्यूनतम गिट्टी प्रतिरोध से कम नहीं होना चाहिए- Minimum ballast resistance per km of track in station yard should not be less than- | |
Type | multiple_choice | |
Option | 2 Ohm | correct |
Option | 3 Ohm | incorrect |
Option | 4 Ohm | incorrect |
Option | 6 Ohm | incorrect |
Solution | Para 662: | |
Marks | 1 | 0.33 |
Question 70 | Any hole drilling in rail for S&T fixture should be- एस एंड टी फिक्स्चर के लिए रेल में कोई भी छेद ड्रिलिंग होनी चाहिए- | |
Type | multiple_choice | |
Option | Center point of web वेब का केंद्र बिंदु | incorrect |
Option | Neutral axis न्यूटरल अक्ष पर | correct |
Option | Head of rail रेल हैड मे | incorrect |
Option | Foot of rail रेल फूट पर | incorrect |
Solution | Para 662: | |
Marks | 1 | 0.33 |
Question | नियमित अंतराल पर आसन्न ट्रैक के बीच प्रदान किए गए OHE बॉन्ड को कहा जाता है- OHE Bond provided between adjacent track at regular interval are called- | |
Type | multiple_choice | |
Option | Structural bond | incorrect |
Option | Cross bond | correct |
Option | Z-Bond | incorrect |
Option | U-Bond | incorrect |
Solution | Para 663: (3) Traction Bonds – In electrified areas the return current fully or partially flows through the rail. To ensure reliable electrical circuit continuity and also to ensure proper earthing in case of leakage of current, various types of traction bonds as described below are provided at suitable places and maintained by the Electrical Traction Department.
(a) Longitudinal Rail Bonds – In the case of D.C. traction system, practically the whole return current flows through the rail. Therefore, two flexible copper bonds offering minimum resistance to the flow of current are provided at each rail joint under the fish-plates. Two solid lugs at the two ends of the copper bonds are inserted in holes drilled at the two rail ends between the fish bolt holes and are pressed by using a bend press to rivet them firmly to the rail. On points and crossings and at junction fish-plates where continuity bonds of the above type cannot be provided due to space constraint, continuity of return current path is achieved by using mild steel straps or G.I. wire ropes. Absence of such bonds may cause unsafe working condition and in extreme cases may damage the rail ends. (b) Cross Bonds – Cross bonds are provided between adjacent tracks at regular intervals to reduce resistance of the current to the minimum. Such cross bonds are also known as transverse bonds. (c) Structure Bonds – All structures supporting overhead equipment either in AC or DC track circuited areas are connected to the running rails for ensuring good earthing. Failure of insulator or leakage of current switches off the supply from the sub- station so that men coming in contact with supporting structure etc. do not get electric shock. Removal or tampering of such bonds can, therefore, result in unsafe conditions. Since the structures are grouted in concrete, they are likely to become charged in case such bonds are kept disconnected. Similarly, other steel structures such as foot-over bridges, sheds, etc., in the vicinity of O.H.E. lines are also connected to rails through similar structure bonds.
(d) Any hole drilled in the rail for providing OHE bonds should be at the neutral axis of the rail and chamfered. | |
Marks | 1 | 0.33 |
Question 72 | पेड़ का कोई भी भाग निकटतम लाइव कंडक्टर से अधिक निकट नहीं होना चाहिए। No part of tree shall be nearer than from nearest live conductor- | |
Type | multiple_choice | |
Option | 2.00 mts | incorrect |
Option | 3.00mts | incorrect |
Option | 4.00mts | correct |
Option | 10.00mts | incorrect |
Solution | Para 664: | |
Marks | 1 | 0.33 |
Question 73 | During regular maintenance of LWR, Mate can order to open maximum consecutive sleepers. एलडब्ल्यूआर के नियमित रखरखाव के दौरान, मेट अधिकतम लगातार स्लीपरों को खोलने का आदेश देसकता है। | |
Type | multiple_choice | |
Option | 10 | incorrect |
Option | 20 | incorrect |
Option | 30 | correct |
Option | 50 | incorrect |
Solution | Para 345: | |
Marks | 1 | 0.33 |
Question74 | After emergency repair of fracture in LWR track, First train should be passed- LWR ट्रैक में फ्रैक्चर की आपातकालीन मरम्मत के बाद, पहली ट्रेन को गुजारा जाना चाहिए- | |
Type | multiple_choice | |
Option | Stop dead and 30Kmph रुकें और 30 किलोमीटर प्रति घंटा | incorrect |
Option | Stop dead and 10Kmph रुकें और 10 किलोमीटर प्रति घंटा | correct |
Option | Stop dead and 15Kmph रुकें और 15 किलोमीटर प्रति घंटा | incorrect |
Option | Speed restriction not required गति प्रतिबंध कि आवश्यक नहीं | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | जोनल रेलवे का प्रमुख होता है- Head of Zonal Railway is- | |
Type | multiple_choice | |
Option | GM | correct |
Option | DRM | incorrect |
Option | CRB | incorrect |
Option | PCE | incorrect |
Solution | Head of Zonal Railway is-GM Head of Divisional Railway is-DRM | |
Marks | 1 | 0.33 |
Question | आर.डी.एस.ओ. स्थित है- R.D.S.O. is located in- | |
Type | multiple_choice | |
Option | Mumbai | incorrect |
Option | New Delhi | incorrect |
Option | Lucknow | correct |
Option | Pune | incorrect |
Solution | All the Verticals/Directorates of RDSO are located at Lucknow. The Design Cells for Railway Production Units and Industries, which look after liaison, inspection and development work, are located at Bangalore, Bhopal, Mumbai, Kolkata, Jaipur, Hyderabad and New Delhi. | |
Marks | 1 | 0.33 |
Question | किस गति प्रतिबंध में एलडब्ल्यूआर का डी-स्ट्रेसिंग किया जाना चाहिए? De-stressing of LWR should be done in speed restriction of | |
Type | multiple_choice | |
Option | 20Kmph | incorrect |
Option | 30 Kmph | correct |
Option | 40Kmph | incorrect |
Option | 75 Kmph | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Minimum ballast cushion required for machine tamping- मशीन टैम्पिंग के लिए न्यूनतम गिट्टी कुशन की आवश्यकता है- | |
Type | multiple_choice | |
Option | 150 mm | correct |
Option | 200 mm | incorrect |
Option | 300 mm | incorrect |
Option | 350 mm | incorrect |
Solution | Para 212:
| |
Marks | 1 | 0.33 |
Question | Work of DTS Machine – डीटीएस मशीन का कार्य- | |
Type | multiple_choice | |
Option | Screening of ballast गिट्टी की स्क्रीनिंग | incorrect |
Option | Tamping टेंपिंग | incorrect |
Option | Consolidation समेकन | correct |
Option | Shoulder cleaning शील्डर के गिट्टी की सफाई | incorrect |
Solution | DTS : Dynamic Track Stabilization/Stabilizer
| |
Marks | 1 | 0.33 |
Question 80 | यूनिमैट मशीन द्वारा एक समय में स्लीपर टैम्प की संख्या है – By Unimat Machine no of sleeper tamp in one time is | |
Type | multiple_choice | |
Option | One | correct |
Option | Two | incorrect |
Option | Three | incorrect |
Option | Five | incorrect |
Solution | UNIMAT: Universal Machine for Tamping | |
Marks | 1 | 0.33 |
Question | Fastening used for Girder Bridge – गर्डर ब्रिज के लिए उपयोग किया जाने वाला बन्धन- | |
Type | multiple_choice | |
Option | Rail free | correct |
Option | elastic | incorrect |
Option | Theft free | incorrect |
Option | None of above | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Machine used for shoulder ballast cleaning is- शोल्डर गिट्टी की सफाई के लिए प्रयुक्त मशीन है- | |
Type | multiple_choice | |
Option | FRM | correct |
Option | CSM | incorrect |
Option | T-28 | incorrect |
Option | DTE | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Mumbai -Ahmadabad High speed rail project is being done by. मुंबई-अहमदाबाद हाई स्पीड रेल परियोजना किसके द्वारा की जा रही है? | |
Type | multiple_choice | |
Option | NHSRCL | correct |
Option | BHEL | incorrect |
Option | MSEDCC | incorrect |
Option | MAHARAIL | incorrect |
Solution | The National High Speed Rail Corporation Limited (NHSRCL) was registered under the companies Act, 2013 on 12 February 2016. The NHSRCL is a special purpose vehicle responsible for the implementation of the Mumbai-Ahmadabad high-speed rail project. | |
Marks | 1 | 0.33 |
Question | Difference of liquid limit and plastic limit is called- तरल सीमा और प्लास्टिक सीमा के अंतर को कहा जाता है। | |
Type | multiple_choice | |
Option | Liquidity index तरलता सूचकांक | incorrect |
Option | Relative density सापेक्ष घनत्व | incorrect |
Option | Plasticity index प्लास्टिसिटी सूचकांक | correct |
Option | Dry density शुष्क घनत्व | incorrect |
Solution | Concept: Plastic Index. It is defined as the difference between the liquid limit and the Plastic limit. IP = wL – wP. | |
Marks | 1 | 0.33 |
Question 85 | Water content at which the soil attains maximum dry density is called- जल की मात्रा जिस पर मिट्टी अधिकतम शुष्क घनत्व प्राप्त करती है, कहलाती है-
| |
Type | multiple_choice | |
Option | OMC | correct |
Option | MMD | incorrect |
Option | Shrinkage limit | incorrect |
Option | None of the above | incorrect |
Solution | Compaction Curve of Soil:
Note: The graph represents a zero-air Void or 100 % Saturation line. This is based on the theoretical maximum dry density where it occurs when there is 100 % saturation. As the condition of zero voids in the soil is not real and a hypothetical assumption, the soil can never become 100 % Saturated
| |
Marks | 1 | 0.33 |
Question 86 | The measure of soil compaction is its- मृदा संघनन का माप है-
| |
Type | multiple_choice | |
Option | Wet density | incorrect |
Option | Dry density | correct |
Option | Both | incorrect |
Option | None of the above | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Basic principal of surveying is – सर्वेक्षण का मूल सिद्धांत है – | |
Type | multiple_choice | |
Option | To work from part to whole भाग से पूर्ण की ओर कार्य करना | incorrect |
Option | To work from who part पूर्ण से भाग की ओर कार्ड आना | incorrect |
Option | Both दोनों | correct |
Option | None of the above उपरोक्त में से कोई नहीं | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | त्रिभुज के शीर्ष को त्रिभुज की किन्हीं दो भुजाओं पर कुछ निति बिंदुओं से मिलाने वाली रेखाकहलाती है- A line joining the apex of a triangle to some points on any two sides of triangle is called- | |
Type | multiple_choice | |
Option | Tie Line टाई लाइन | incorrect |
Option | check line चेक लाइन | correct |
Option | perpendicular set लंबवत ऑफसेट | incorrect |
Option | None of the above उपरोक्त में से कोई नहीं | incorrect |
Solution | Check Line:
Base Line:
Tie Line:
| |
Marks | 1 | 0.33 |
Question | एक रेखा चुंबकीय उत्तर के साथ जो क्षैतिज कोण बनाती है उसे कहते हैं- Horizontal angle which a line makes with mametic north is called- | |
Type | multiple_choice | |
Option | True bearing | incorrect |
Option | magnetic bearing | correct |
Option | Grid bearing | incorrect |
Option | None of the above | incorrect |
Solution | This direction is known as magnetic meridian. The angle between the magnetic meridian and a line is known as magnetic bearing or simple bearing of the line | |
Marks | 1 | 0.33 |
Question 90 | A post or any permanent structure a known alevation used for surveying is called- सर्वेक्षण के लिए उपयोग की जाने वाली ज्ञात ऊंचाई वाली पोस्ट या किसी स्थायी संरचना को कहाजाता है- | |
Type | multiple_choice | |
Option | Bench mark | correct |
Option | Land Mark | incorrect |
Option | Datum Line | incorrect |
Option | None of the above | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | निर्वाह भत्ता निम्नलिखित के बाद संशोधित किया जा सकता है- Subsistence allowance can be revised after- | |
Type | multiple_choice | |
Option | 30 Days | incorrect |
Option | 60 Days | incorrect |
Option | 90 Days | correct |
Option | 120 Days | incorrect |
Solution | Suspension constitutes great hardship to the railway servant and in fairness to him, it is essential to ensure that this period is reduced to the barest minimum. Unduly long suspension also involves payment of subsistence allowance without, in return, getting work from the railway servant. In these circumstances, every effort should be made to complete the investigation and file the charge-sheet in a court of law (in case of prosecution) or serve the charge sheet on the railway servant (in case of departmental proceedings) as the case may be within three 56 months of the date of suspension. In cases where it may not be possible to do so, the disciplinary authority should report the matter to next higher authority explaining the reasons for the delay. Where “a railway servant has been suspended pending investigation”, the total period of suspension in respect of the investigation and disciplinary proceedings should not exceed 6 months. Here also, where it is not possible to adhere to the time limits, the disciplinary authority should report the matter to the next higher authority, explaining the reasons for delay. | |
Marks | 1 | 0.33 |
Question 92 | Censure is a – निंदा एक है- | |
Type | multiple_choice | |
Option | Minor penalty मामूली जुर्माना | correct |
Option | Major penalty बड़ा जुर्माना | incorrect |
Option | it is not penalty यह जुर्माना नहीं है | incorrect |
Option | None of the above उपरोक्त में से कोई नहीं | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | For minor penalty charge memorandum is issued – मामूली जुर्माने के लिए चार्ज मेमोरेंडम जारी किया जाता है- | |
Type | multiple_choice | |
Option | SF-1 | incorrect |
Option | SF-11 | correct |
Option | SF-5 | incorrect |
Option | SF-4 | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 94 | SF-7 is used for – SF-7 का उपयोग किसके लिए किया जाता है ? | |
Type | multiple_choice | |
Option | जांच अधिकारी की नियुक्ति Appointment of inquiry officer | correct |
Option | प्रस्तुतकर्ता अधिकारी की नियुक्ति Appointment of presenting officer | incorrect |
Option | निलंबन suspension | incorrect |
Option | निरसन Revocation | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 95 | SF-4 IS Used for SF-4 का उपयोग किसके लिए किया जाता है ? | |
Type | multiple_choice | |
Option | Suspension निलंबन | incorrect |
Option | Deemed suspension माना गया निलंबन | incorrect |
Option | Revocation निरसन | correct |
Option | None of the above उपरोक्त में से कोई नहीं | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question | Railway servants are eligible for LAP in one year- रेलवे कर्मचारी एक वर्ष में एलएपी के लिए पात्र हैं- | |
Type | multiple_choice | |
Option | 15 Days | incorrect |
Option | 20 Days | incorrect |
Option | 30 Days | correct |
Option | 50 Days | incorrect |
Solution |
| |
Marks | 1 | 0.33 |
Question | Female rail employee shall be entitle to maternity leave for- महिला रेल कर्मचारी मातृत्व अवकाश की हकदार होंगी-
| |
Type | multiple_choice | |
Option | 135 Day | incorrect |
Option | 130 Days | incorrect |
Option | 120 Days | incorrect |
Option | 180 Days | correct |
Solution |
| |
Marks | 1 | 0.33 |
Question | संपूर्ण सेवा के दौरान अधिकतम सीमा तक बाल देखभाल की अनुमति दी जा सकती है- Child care leave may be permitted to Maximum in entire service- | |
Type | multiple_choice | |
Option | 730 Days | correct |
Option | 740 Days | incorrect |
Option | 365 days | incorrect |
Option | 400 Days | incorrect |
Solution | CCL can be given for a maximum period of two years (i.e., 730 days) during entire service period. | |
Marks | 1 | 0.33 |
Question | एचडब्ल्यूपीआर के अनुसार प्रति सप्ताह गहन श्रेणी के लिए एक घंटे हैं? As per HWPR standard hour for intensive category per week are?
| |
Type | multiple_choice | |
Option | 40 | incorrect |
Option | 42 | correct |
Option | 35 | incorrect |
Option | 72 | incorrect |
Solution | ||
Marks | 1 | 0.33 |
Question 100 | स्क्रैप के लिए तैयार की गई सर्वेक्षण शीट कहलाती है- Survey sheet prepared for scrap is called- | |
Type | multiple_choice | |
Option | SS-11 | correct |
Option | SS-12 | incorrect |
Option | RE-9B | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question | संविधान की 8वीं अनुसूची में कितनी भाषाएँ सूचीबद्ध हैं? How many languages are listed in 8th schedule of constitution ?
| |
Type | multiple_choice | |
Option | 24 | incorrect |
Option | 22 | correct |
Option | 20 | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question 102 | Hindi divas is celebrated on – हिंदी दिवस मनाया जाता है- | |
Type | multiple_choice | |
Option | 14-February | incorrect |
Option | 5-June | incorrect |
Option | 14 September | correct |
Option | 26-January | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question | महाराष्ट्र किस क्षेत्र में आता है ? Maharashtra falls in region- | |
Type | multiple_choice | |
Option | A | incorrect |
Option | B | correct |
Option | C | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question 104 | एक कर्मचारी ने हिंदी माध्यम में मैट्रिक या समकक्ष या उच्चतर परीक्षा उत्तीर्ण की है, उसे मानाजाएगा An employee has passed matriculation or equialent or higher exam in Hindi medium than he shall be deemed as – | |
Type | multiple_choice | |
Option | Proficiency in Hindi | correct |
Option | working knowledge of Hindi | incorrect |
Option | both correct | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question 105 | प्राज्ञ परीक्षा उत्तीर्ण कर्मचारी को समझा जा सकता है- Pragya examination passed employee may be deemed to have- | |
Type | multiple_choice | |
Option | हिंदी में प्रवीणता Proficiency in Hindi | incorrect |
Option | हिंदी का कामकाजी ज्ञान working knowledge of Hindi | correct |
Option | दोनों सही both correct | incorrect |
Option | उपरोक्त में से कोई नहीं None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question 106 | हिंदी का कार्यसाधक ज्ञान प्राप्त करें, कौन सी परीक्षा संबंधित है ? Acquire working knowledge of Hindi, Which one exam is related ? | |
Type | multiple_choice | |
Option | प्रबोध | incorrect |
Option | प्रवीण | incorrect |
Option | प्रज्ञा | correct |
Option | सभी संबंधित हैं | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question 107 | When did the section 3(3) of official language act effected ? राजभाषा अधिनियम की धारा 3(3) कब प्रभावी हुई ?
| |
Type | multiple_choice | |
Option | 26-January-1950 | incorrect |
Option | 26-jan.-1965 | correct |
Option | 15-Aug.-1947 | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question | अंडमान और निकोबार द्वीप किस क्षेत्र में आता है? Andaman and Nicobar Island come in which region? | |
Type | multiple_choice | |
Option | A | correct |
Option | B | incorrect |
Option | C | incorrect |
Option | None of the above | incorrect |
Solution |
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Marks | 1 | 0.33 |
Question | आंध्र प्रदेश की आधिकारिक भाषा है- Official Language of Andhra Pradesh is- | |
Type | multiple_choice | |
Option | Hindi | incorrect |
Option | English | incorrect |
Option | Marathi | incorrect |
Option | Telgue | correct |
Solution |
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Marks | 1 | 0.33 |
Question 110 | राजभाषा अधिनियम – 1963 कब पारित हुआ ? When was official language act-1963 passed? | |
Type | multiple_choice | |
Option | 14.01.1963 | incorrect |
Option | 10.05.1963 | correct |
Option | 05.03.1963 | incorrect |
Option | 25.01.1963 | incorrect |
Solution |
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Marks | 1 | 0.33 |