Payment to bridge staff on the section will be made by the pay clerk in the presence of a) SSE/SE/JE/ P.Way b) SSE/SE/JE/ Br.* c) SSE/SE/JE/ Works d) Office clerk

Payment to bridge staff on the section will be made by the pay clerk in the presence of   a) SSE/SE/JE/ P.Way b) SSE/SE/JE/ Br.*  c) SSE/SE/JE/ Works d) Office clerk
by

1 Answer

Answer :

b) SSE/SE/JE/ Br.*
by

Related questions

If the SSE/SE/JE/ Br. working in the section is not readily available, another SSE/SE/JE may be authorised by …………….. to witness payment on the section. a) DEN b) SSE/SE/JE/ c) AEN (Bridges)* d) Office clerk

Description : If the SSE/SE/JE/ Br. working in the section is not readily available, another SSE/SE/JE may be authorised by …………….. to witness payment on the section. a) DEN b) SSE/SE/JE/ c) AEN (Bridges)* d) Office clerk

Last Answer : c) AEN (Bridges)

USFD testing of new AT weld will be done by ? (i) JE/SSE sectional (ii) Incharge SSE (iii) USFD machine operator* (iv) None of the above

Description : USFD testing of new AT weld will be done by ? (i) JE/SSE sectional (ii) Incharge SSE (iii) USFD machine operator* (iv) None of the above

Last Answer : (iv) None of the above

New AT weld should be entered in TMS by ? (i) Sectional JE/SSE* (ii) Incharge SSE (iii) Welder (iv) None of the above

Description : New AT weld should be entered in TMS by ? (i) Sectional JE/SSE* (ii) Incharge SSE (iii) Welder (iv) None of the above

Last Answer : (i) Sectional JE/SSE*

Foundation and substructure of the bridge should be inspected by SE/P.Way/Works a) Once a year any time b) Once a year before monsoon* c) Once a year after monsoon d) Once in 3 month

Description : Foundation and substructure of the bridge should be inspected by SE/P.Way/Works a) Once a year any time b) Once a year before monsoon* c) Once a year after monsoon d) Once in 3 month

Last Answer : b) Once a year before monsoon*

Traffic census at a level crossing shall be done by a) A team of SSE/ P Way and SSE/ Works b) A team of SSE/ P Way and Traffic inspector c) A team of SSE/ P Way and Signal Inspector d) A multidisciplinary team of SSE/ P Way, Signal Inspector and Traffic Inspector*.

Description : Traffic census at a level crossing shall be done by a) A team of SSE/ P Way and SSE/ Works b) A team of SSE/ P Way and Traffic inspector c) A team of SSE/ P Way and Signal Inspector d) A multidisciplinary team of SSE/ P Way, Signal Inspector and Traffic Inspector*.

Last Answer : d) A multidisciplinary team of SSE/ P Way, Signal Inspector and Traffic Inspector*.

riodicity of recording of camber in PSC girders a) Once in a year* b) Once in two years c) Once in three years d) During the detailed inspection of SE/Br.

Description : riodicity of recording of camber in PSC girders a) Once in a year* b) Once in two years c) Once in three years d) During the detailed inspection of SE/Br.

Last Answer : a) Once in a year*

Periodicity of Under water inspection a) Once in a year b) Once in two years* c) Whenever high flood occurs d) Along with detailed inspection of SE/Br

Description : Periodicity of Under water inspection a) Once in a year b) Once in two years* c) Whenever high flood occurs d) Along with detailed inspection of SE/Br

Last Answer : b) Once in two years*

A bridge is generally specified as “Br. No. 180 (5x9.10m G) at km 345/5-6”. a) Effective Span b) Width of bridge c) Clear Span* d) Overall length of bridge

Description : A bridge is generally specified as “Br. No. 180 (5x9.10m G) at km 345/5-6”. a) Effective Span b) Width of bridge c) Clear Span* d) Overall length of bridge

Last Answer : c) Clear Span*

By payment of overtime allowance a) When no leave reserve is available b) When the work cannot be distributed among the staff on duty c) When the work cannot be assigned to an official form another dept, branch or section of the same office whose work cannot be held up d) When the work is such that it cannot be postponed e) All the above

Description : By payment of overtime allowance a) When no leave reserve is available b) When the work cannot be distributed among the staff on duty c) When the work cannot be assigned to an official form another dept, ... cannot be held up d) When the work is such that it cannot be postponed e) All the above

Last Answer : e) All the above

Rika se jeste rande, nebo uz je to dejt?

Description : "dejt" = date, angl. "rande" = randes vouz, fr.

Last Answer : Man ... I wasn't on a date anymore, I don't even remember ... But I guess I'd still use that term - "give me" kind of reminds me of "give me" - which is both embarrassingly begging and unacceptably straight ... Even if it should have turned out that way ...: D

In case of LWR track, full ballast section as specified in LWR Manual should be provided up to ……….. from the bridge abutment. a) 200 m b) 50 m c) 300 m d) 100 m*

Description : In case of LWR track, full ballast section as specified in LWR Manual should be provided up to ……….. from the bridge abutment. a) 200 m b) 50 m c) 300 m d) 100 m*

Last Answer : d) 100 m

In a temporary signaling arrangements for a bridge work in BG section, speed board shall be placed in advance of 30 m from the a) C.L. of the bridge b) Termination Board c) Start of the bridge/work spot* d) Caution Board

Description : In a temporary signaling arrangements for a bridge work in BG section, speed board shall be placed in advance of 30 m from the a) C.L. of the bridge b) Termination Board c) Start of the bridge/work spot* d) Caution Board

Last Answer : c) Start of the bridge/work spot*

.In a temporary signaling arrangements for a bridge work in BG section, caution board shall be placed in advance of ……. m from start of the bridge/ work spot. a) 30 m b) 1200 m* c) 677 m d) 1000 m

Description : .In a temporary signaling arrangements for a bridge work in BG section, caution board shall be placed in advance of ……. m from start of the bridge/ work spot. a) 30 m b) 1200 m* c) 677 m d) 1000 m

Last Answer : b) 1200 m*

D&G charges for works estimates of CTR(P) is:- (a) 2.25%. (b) 1.8%.* (c) 1.35%. (d) 1.62%.

Description : D&G charges for works estimates of CTR(P) is:- (a) 2.25%. (b) 1.8%.* (c) 1.35%. (d) 1.62%.

Last Answer : (b) 1.8%.*

The following instrument is used to set out a right angle (a) Cross staff (b) Optical staff (c) Prism square (d) None of the above (e) All the above*

Description : The following instrument is used to set out a right angle (a) Cross staff (b) Optical staff (c) Prism square (d) None of the above (e) All the above*

Last Answer : e) All the above*

Lowest level of staff/supervisor competent for passing of first train after buckling in LWR/CWR. a. PWI* b. PWS c. Gangmate d. Keyman

Description : Lowest level of staff/supervisor competent for passing of first train after buckling in LWR/CWR. a. PWI* b. PWS c. Gangmate d. Keyman

Last Answer : a. PWI*

Lowest level of staff/supervisor competent for all operations regarding distressing in LWR/CWR. a. PWI* b. PWS c. Gangmate d. Keyman

Description : Lowest level of staff/supervisor competent for all operations regarding distressing in LWR/CWR. a. PWI* b. PWS c. Gangmate d. Keyman

Last Answer : a. PWI*

Lowest level of staff/supervisor competent for Organising Hot weather patrolling during summer months in LWR/CWR. a. Gangmate b. PWI* c. Keyman d. PWS

Description : Lowest level of staff/supervisor competent for Organising Hot weather patrolling during summer months in LWR/CWR. a. Gangmate b. PWI* c. Keyman d. PWS

Last Answer : b. PWI*

Lowest level of staff/supervisor competent for Renewal/recoupment of fastenings requiring lifting in LWR/CWR. a. PWS b. Gangmate* c. Keyman d. Gangman

Description : Lowest level of staff/supervisor competent for Renewal/recoupment of fastenings requiring lifting in LWR/CWR. a. PWS b. Gangmate* c. Keyman d. Gangman

Last Answer : b. Gangmate*

Lowest level of staff/supervisor competent of Renewal of fastenings not requiring lifting in LWR/CWR. a. PWS b. Gangmate c. Keyman* d. Gangman

Description : Lowest level of staff/supervisor competent of Renewal of fastenings not requiring lifting in LWR/CWR. a. PWS b. Gangmate c. Keyman* d. Gangman

Last Answer : c. Keyman

Lowest level of staff/supervisor competent for packing or renewal of single isolated sleeper not requiring lifting or slewing of track in LWR/CWR. a. PWI b. Keyman c. Gangmate* d. PWS

Description : Lowest level of staff/supervisor competent for packing or renewal of single isolated sleeper not requiring lifting or slewing of track in LWR/CWR. a. PWI b. Keyman c. Gangmate* d. PWS

Last Answer : c. Gangmate*

Lowest level of staff/supervisor competent for Lifting/Lowering of track in LWR/CWR. a. Keyman. b. Gangmate. c. PWI. d. PWS.*

Description : Lowest level of staff/supervisor competent for Lifting/Lowering of track in LWR/CWR. a. Keyman. b. Gangmate. c. PWI. d. PWS.*

Last Answer : d. PWS.*

Lowest level of staff/supervisor competent for TTM tamping operation in LWR/CWR. a. Gang Mate b. PWS c. PWI* d. Keyman.

Description : Lowest level of staff/supervisor competent for TTM tamping operation in LWR/CWR. a. Gang Mate b. PWS c. PWI* d. Keyman.

Last Answer : c. PWI*

Definition of minor bridge e) Single span less than 12m f) Total linear water way less than 18m g) Both a) & b)* h) None of the above

Description : Definition of minor bridge e) Single span less than 12m f) Total linear water way less than 18m g) Both a) & b)* h) None of the above

Last Answer : g) Both a) & b)*

Definition of major bridge a) Single span of 12m & above b) Total linear water way more than 18m c) Both a) & b)* d) None of the above

Description : Definition of major bridge a) Single span of 12m & above b) Total linear water way more than 18m c) Both a) & b)* d) None of the above

Last Answer : c) Both a) & b)*

The system of payment of honorarium to staff (including supervisors) of divisional office for procuring of PLI/RPLI proposal is Rs a) 5000/- b) 4000/- c) 1000/- d) No honorarium

Description : The system of payment of honorarium to staff (including supervisors) of divisional office for procuring of PLI/RPLI proposal is Rs a) 5000/- b) 4000/- c) 1000/- d) No honorarium

Last Answer : b) 4000/

In sub offices where there are no treasurer cash for payment of MOs will be given to the Postmen by the a) Sub Postmaster b) Joint custodian c) The MO clerk d) The head Postman

Description : In sub offices where there are no treasurer cash for payment of MOs will be given to the Postmen by the a) Sub Postmaster b) Joint custodian c) The MO clerk d) The head Postman

Last Answer : c) The MO clerk

Foot over bridge must be provided on the following type of stations as per minimum essential facility criteria (a) A, B, C, & D class station (b) A,B & C class station* (c) A, & B class station (d) Only A class station

Description : Foot over bridge must be provided on the following type of stations as per minimum essential facility criteria (a) A, B, C, & D class station (b) A,B & C class station* (c) A, & B class station (d) Only A class station

Last Answer : b) A,B & C class station*

The project report of final location survey gives tabulated statement of the following (a) Curve abstract (b) Gradient abstract (c) Bridge abstract (d) Important bridges (e) Station machinery (f) Stations and stations sites (g) All the above*

Description : The project report of final location survey gives tabulated statement of the following (a) Curve abstract (b) Gradient abstract (c) Bridge abstract (d) Important bridges (e) Station machinery (f) Stations and stations sites (g) All the above*

Last Answer : g) All the above*

Which of the following stone is best suited for construction of piers and abutments of Railway Bridge a) Granite* b) Sandstone c) Limestone d) Quartzite

Description : Which of the following stone is best suited for construction of piers and abutments of Railway Bridge a) Granite* b) Sandstone c) Limestone d) Quartzite

Last Answer : a) Granite*

A level crossing qualifies for construction of Road Over Bridge/ Under Bridge on Cost sharing basis with State Government when the Train Vehicle Unit is more than a) 50,000 b) 1, 00,000* c) 3, 00,000 d) 5, 00,000

Description : A level crossing qualifies for construction of Road Over Bridge/ Under Bridge on Cost sharing basis with State Government when the Train Vehicle Unit is more than a) 50,000 b) 1, 00,000* c) 3, 00,000 d) 5, 00,000

Last Answer : b) 1, 00,000*

In case of bridge is distressed category I then special restriction of___hall be imposed

Description : In case of bridge is distressed category I then special restriction of___hall be imposed

Last Answer : 15 kmph

In case of distressed bridge category II, ADEN shall inspect the bridge

Description : In case of distressed bridge category II, ADEN shall inspect the bridge

Last Answer : once in 6 months

In important bridge the total linear waterway is

Description : In important bridge the total linear waterway is

Last Answer : 300 m or the total water way is 1000 sq.m.

The URN of minor bridge shall be represented by its

Description : The URN of minor bridge shall be represented by its

Last Answer : ORN

bridge foundation having less then 2M depth below bed level in case of arch bridges and 1.2M depth below bed level in case of other bridges is termed as

Description : bridge foundation having less then 2M depth below bed level in case of arch bridges and 1.2M depth below bed level in case of other bridges is termed as

Last Answer : …Shallow foundation..

A bridge having super structure with “Single or duplicate girders with cross sleepers on top flanges” is classified as a) RSJ girder bridge b) Cross Girder c) Deck plate girder* d) Open web girder

Description : A bridge having super structure with “Single or duplicate girders with cross sleepers on top flanges” is classified as a) RSJ girder bridge b) Cross Girder c) Deck plate girder* d) Open web girder

Last Answer : c) Deck plate girder*

While finalizing the IRBM, which of the following have been taken into account. a) Indian RailwaysGeneral Rules 1976 b) Indian Railways Code for Engineering Department 1993 c) Bridge Rules and Substructure d) All the above*

Description : While finalizing the IRBM, which of the following have been taken into account. a) Indian RailwaysGeneral Rules 1976 b) Indian Railways Code for Engineering Department 1993 c) Bridge Rules and Substructure d) All the above*

Last Answer : d) All the above*

At locations where access to the new bridge construction is available by rail, the launching of girders upto 18.3 m which method is ideal. a) slew in slew out method b) gantry method c) Launching of girders with the help of a BFR*: d) Pantoon method

Description : At locations where access to the new bridge construction is available by rail, the launching of girders upto 18.3 m which method is ideal. a) slew in slew out method b) gantry method c) Launching of girders with the help of a BFR*: d) Pantoon method

Last Answer : c) Launching of girders with the help of a

Which cement should not be used for bridge slabs ro RCC frames a) OPC b) Portland Pozzolana cement * c) Portland furnace slag cement d) Rapid hardening cement

Description : Which cement should not be used for bridge slabs ro RCC frames a) OPC b) Portland Pozzolana cement * c) Portland furnace slag cement d) Rapid hardening cement

Last Answer : b) Portland Pozzolana cement *

When proposed depth of construction of a bridge is more than the existing depth of construction in a bridge work, the existing rail level requires a) Lowering b) Lifting* c) Slewing d) None

Description : When proposed depth of construction of a bridge is more than the existing depth of construction in a bridge work, the existing rail level requires a) Lowering b) Lifting* c) Slewing d) None

Last Answer : b) Lifting*

What is the clear distance between two consecutive bridge Timbers or Girder bridge? (a) 450 mm (b) 510 mm* (c) 500 mm (d) 520 mm

Description : What is the clear distance between two consecutive bridge Timbers or Girder bridge? (a) 450 mm (b) 510 mm* (c) 500 mm (d) 520 mm

Last Answer : (b) 510 mm*

The clear distance between consecutive sleepers laid over unballasted bridge on BG should not exceed a)300mm b)400mm c)450mm* d)550mm

Description : The clear distance between consecutive sleepers laid over unballasted bridge on BG should not exceed a)300mm b)400mm c)450mm* d)550mm

Last Answer : c)450mm*

Permitted wind velocity for running of trains on the bridge a) 72 km/h* b) 58 km/h c) 64 km/h d) No limits

Description : Permitted wind velocity for running of trains on the bridge a) 72 km/h* b) 58 km/h c) 64 km/h d) No limits

Last Answer : a) 72 km/h*

Length of bridge timber in BG a) outer to outer of girder plus 305mm b) 2440mm c) whichever is more in a) & b)* d) whichever is less in a) & b)

Description : Length of bridge timber in BG a) outer to outer of girder plus 305mm b) 2440mm c) whichever is more in a) & b)* d) whichever is less in a) & b)

Last Answer : c) whichever is more in a) & b)*

Rail joints should be avoided within ……………of a bridge abutment. a) 6 m b) 3 m* c) 4 m d) 10 m

Description : Rail joints should be avoided within ……………of a bridge abutment. a) 6 m b) 3 m* c) 4 m d) 10 m

Last Answer : b) 3 m*

The size of bridge timber required for the standard spans up to 18.3 m a) 250 x 150mm*. b) 250 x 180mm. c) 250 x 240mm d) 250 x 200mm

Description : The size of bridge timber required for the standard spans up to 18.3 m a) 250 x 150mm*. b) 250 x 180mm. c) 250 x 240mm d) 250 x 200mm

Last Answer : a) 250 x 150mm*.

When as small area of girder bridge should be painted when requiring immediate painting; known as a) patch painting* b) periodical through painting c) Any of the above d) None of the above

Description : When as small area of girder bridge should be painted when requiring immediate painting; known as a) patch painting* b) periodical through painting c) Any of the above d) None of the above

Last Answer : a) patch painting*

Entire steel work of girder bridge should be painted at regular interval; known as a) patch painting b) periodical through painting* c) Any of the above d) None of the above

Description : Entire steel work of girder bridge should be painted at regular interval; known as a) patch painting b) periodical through painting* c) Any of the above d) None of the above

Last Answer : b) periodical through painting*

In arch bridges, Cracks/ lean/ bulge in parapet walls, Bulging or separation of spandrel from arch barrel, are the signs of distressed bridge under a) Group I b) Group II* c) Both of the above d) None of the above

Description : In arch bridges, Cracks/ lean/ bulge in parapet walls, Bulging or separation of spandrel from arch barrel, are the signs of distressed bridge under a) Group I b) Group II* c) Both of the above d) None of the above

Last Answer : b) Group II*