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Showing posts with label Engineering. Show all posts
Showing posts with label Engineering. Show all posts

Short Notes on Residual Chlorine

Residual Chlorine:

Residual Chlorine is a low level of chlorine remaining in water after its initial application. This is an indicator that Chlorine Demand is satisfied. It constitutes an important safeguard against the risk of subsequent microbial contamination after treatment The provision of IRWM 2000 are as under:

Short Note on Completion report

Completion report

The object of a completion Report is to compare the cost of work actually constructed with those provided in the last sanctioned estimate. The completion report of a project duly verified by the Accounts Officer should be submitted to the Railway Board within 18 months after the end of the financial half-year in which the completion estimate is submitted. It should state the expenditure in the same details as the abstract estimate sanctioned by the Railway Board and should indicate any material modifications thereto. In addition it may contain such other information as would in the opinion of the Railway Administration be of interest to the Railway Board. 

Short Note on Setting Out of Circular Curve by Theodolite and Tape Method.

Setting Out of Circular Curve by Theodolite and Tape Method.

i) First of all the tangential angles δ 1 , δ 2 , δ 3 etc are calculated by the formula given below.

δ1 = 1718.9 X C1__ minutes
R δ 2 = 1718.9 X C2 __ minutes
R δ 3 = 1718.9 X C3 __ minutes and so on R

Also the total deflection angel

for the 1st Chord 1 = δ 1

For 2nd chord 2 = δ 1 + δ 2

For 3rd chord 3 = δ 1 + δ 2 + δ 3

ii) Then set up a theodolite over the first tangent Point T1 and level it.

iii) With both the plates clamped at Zero, dissect the telescope to the ranging rod at the point of intersection B and bisect it.

Short Notes on Maintenance of PRC sleepers

Maintenance of PRC sleepers

(I) Concrete sleepers should normally be maintained with heavy on track tamers. For spot attention, off track tampers may be used.

(ii) Only 30 sleeper spaces are to be opened out at a time between two fully boxed stretches of track of 30 sleeper lengths each in case LWR track exists.

(III) The concrete sleepers should be compacted well and uniformly to give a good riding surface centre binding of mono block concrete sleepers should be avoided and for that purpose the central 800mm. Of the sleeper should be hard packed.

Short Notes on Concrete Mix Design

CONCRETE MIX DESIGN:- The concrete mix design is a process of selecting suitable ingredients for concrete and determining their proportions which would produce, as economically as possible, a concrete mix of necessary workability in plastic stage and provide required strength and durability in hardened stage.

Cement , Sand, Coarse aggregate are mix in a certain proportion which can be 1:4:8, 1:3:6, 1:2:4, 1:1.5:3 i.e. M-10, M-15, M-20 grade of concrete such mixes are known as nominal mix and prepare by volume or weight batching. However if grade of concrete exceed M-20 than proportion of ingredients design in lab than implicated in filled. Such higher grads of concrete are complemented by inclusion of admixture so as to achieve higher compressive strength. Proportion of such admixture are essential in mix design to get more workability with less water cement ratio. Design mix is adopted in important nature of works and a weigh batcher is also must at site to mix proper weight of ingredients. 

Short Notes on Types of L-Xing & Elimination of Unmanned L-Xings

Types of L-Xing  & Elimination of Unmanned L-Xings 

Type of L-Xing :- L-Xings have been classified in various categories in consultation with road authorities depending upon the volume of Road/Rail Traffic passing on them and their visibility conditions. These are classified as under:- 


Short Notes on Fineness modulus

 Fineness modulus:- 

Fineness modulus of an aggregate in an index number which gives an average size of particle in the aggregate. Fineness modulus is roughly proportional to the average size of particle in the aggregate. Coarser the aggregate higher the fineness modulus and vice versa. It is determined by adding the cumulative percentage of material coarser than each of the following test sieves and dividing the sum by 100. Test sieves 3.35 mm, 2.36mm,1.8 mm,600 micron,300 micron,150 micron and 75 micron 



Index - Question Bank for LDC Examination Civil Engineering (Pway/Works)

























Short Notes


















Q Bank - Accidents, Derailments & Disaster Management for Civil Engineering - MCQ (New Pattern)

(1)ACD means

(a)Anti collision Devise*

(b)Accidents causing death 

(c)Accidents causing derailment 

 (d)None of the above 

Answer - (a)Anti collision Devise*

Q Bank - Railway Station & Passenger Amenities for Civil Engineering LDC Exam

1.A Railway Stations is provided for the following purpose
(a)To entrain or detrain the passengers
(b)To load or off load the goods or parcels
(c)To enable the faster trains to overtake the slower trains
(d)All the above*
Answer - (d)All the above*

2.For Category “A” stations, the annual passenger earning should be 
(a)Rs. 10 crores of more
(b)Rs. 6 crores or more*
(c)Rs. 3 crores or more
(d)Less than Rs. 3 crores
Answer -(b)Rs. 6 crores or more*

3.Category “B” station are those, where annual passenger earnings are
(a) Rs. 6 to 10 crores 
(b) Rs. 3 to 6 crores* 
(c) Rs. 1 to 3 crores 
(d) Less than Rs. 1 crore
Answer -(b) Rs. 3 to 6 crores* 

Q. Bank For Civil Engineer LDCE Exam - Design a column,square in section, to carry an axial load of 4500000N.

Q - Design a column,square in section, to carry an axial load of 4500000N. 

Ans - 

Step 1:-

Let us adopt M25 grade concrete and mild steel reinforcements.

Allowable direct compressive stress=6N/mm2 in concrete

Allowable compressive stress in steel=130N/mm2

Q bank on Question on AT Welding for LDC Exam - MCQ (New Pattern)

1- In new Rail as well as second hand rails how much end bends of the rails in vertical are permitted when checked with one meter straight edge before welding?
(i) +0.5mm, -0 mm in vertical 
(ii) +0.2mm, -.3 mm in vertical 
(iii) +0.3mm, -2 mm in vertical 
(iv) 0 mm, +.5 mm in vertical 
Answer  -  (i) +0.5mm, -0 mm in vertical  

2- In new Rail as well as second hand rails how much end bends of the rails in lateral direction are permitted when checked with one metre straight edge before welding? 
 (i) ± 0.2 mm in lateral direction 
 (ii) ± 0.3 mm in lateral direction 
 (iii) ± 0.5 mm in lateral direction* 
 (iv) All are above right 
Answer  -  (iii) ± 0.5 mm in lateral direction

3- What is the life of portion? 
 (i) 2 years
(ii) No specific life.
 (ii) 6 months 
 (iv) 1 year
Answer  - (ii) No specific life.

Q Bank on Level dressings for Civil Engineering LDC Exam - MCQ (New Pattern)

1.TVU is abbreviated for 
a) Track vulnerable unit 
b) Train vehicle unit * 
c) Total vehicle unit 
d) Traffic variation unit
Answer - b) Train vehicle unit * 

2. Indication post for detonator should be provided at a distance of ---------meter and --------- meter for BG level crossing
a) 400 meters in 800 meters
b) 500 meters and 1200 meters 
c) 600 meters and 1200 meter *
d)600 meters and 1000 meters
Answer -  c) 600 meters and 1200 meter *

Q Bank on Track and track gauges for Civil Engineering LDC Exam - MCQ (New Pattern)

1.Track Structure for private siding with operating speed of 80  to 100 kmph is same as the track structure as specified for

a)  Group B route

b) Group A route

c) Group D route* 

d)Group C route

Answer - c) Group D route

2. Track structure for private siding with operating speed 50 to 80 kmph is the same as track structure as specified for 

a)Group A route

b) Group B route

c) Group D route 

d)Group E route*

Answer -d)Group E route*

Q Bank on State whether true of false for Civil Engineering LDC Exam - MCQ (New Pattern)

1.Phosphor Bronze bearing need not be greased. True

2.Primer coat protects the steel from weather.False

3.Clear span is more than the effective span False

4.Danger level is always above HFL.False

5.Acetelyne gas cylinders are always kept vertical True 

6.A speed restriction of 15 kmph can be imposed in a Neutral section.  False

7.A bridge of single span of 12.1 m is called a minor bridge. False

Q Bank on Fill up the blanks with suitable words for Civil Engineering LDC Exam - MCQ (New Pattern)

1.Super structure including bearings of all steel Girder of span 12.20m and above is to be inspected by ...SE./Br....once in 5 years

2.A 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 ...Shallow foundation.. 

3.Paint Zinc chromate primer confirms to IS ...104.... 

4.Paint Zinc chromate Red oxide primer confirms to IS ...2074....

5.Paint Red Oxide confirms to IS ...123.... 

6.Paint Aluminium confirms to IS ...2339.... 

7.Abbreviation of DFT ......Dry Film Thickness......... 

8.Metallising is the process of spraying of ...Zinc.. or ..Aluminium.. on the surface prepared girder.

9.Greasing of bearings of Steel girder bridges is done once in -...Three.. years. 

Q bank on Schedule of Dimensions for Civil Engineering LDC Exam - MCQ (New Pattern)

(1) The minimum centre to centre distance of a B.G. track in mid-section is ........... mm 
(a)4200
(b)4265
(C) 4350 
(d) 4000
Answer - (b)4265

(2) Any deviations from the Schedule of dimensions will require prior sanction of .......... 
(a) Zonal Rly 
(b) Rly Board 
(c) CRS
(d) All of them 
Answer -(b) Rly Board 

(3) The maximum gradient in station yards should be ....... Unless special safely devices are adopted and/or special rules enforced. 
(a) 1 in 400
(B) 1 in 500 
(c) 1 in 1000 
(D) 1 In 600
Answer -(a) 1 in 400

(4) The recommended maximum gradient in the year for B.G is- 
 (a) 1 in 1000 
 (b) 1 in 1200
 ( c) 1 in 1500 
 (d) 1 in 1800
Answer - (b) 1 in 1200

Q Bank on Engineering Surveys and Project Reports for Civil Engineering LDC Exam MCQ (New Pattern)

1.Which of the following survey are required to be done before the construction of new railway line.
(a)Traffic survey
(b)Reconnaessarice survey
(c)Preliminary survey
(d)Final location survey
(e)All the above *
Answer - (e)All the above *

2. Which of the instruments is not used in Reconnaissance survey.
(a)Prismatic compass
(b)Dumpy level *
(c)Aneroid Barometer
(d)Pedometer 
Answer - (b)Dumpy level *

Q Bank on BRIDGE For Civil Engineering LDC Exam - MCQ (New Pattern)

1. Initial inspection for PSC girders / Welded girder bridges as per IRBM 1998 
 a) Within one year of installation* 
 b) Once in 3 years 
 c) Once in 2 years 
 d) Once in 5 years 
Answer -  a) Within one year of installation* 

 2. Periodical inspection of Welded girders a) Once in 3 years 
 b) Once in 3 years* 
 c) Once in 2 years
 d) Once in 5 years 
Answer - b) Once in 3 years* 

Q Bank on Principles of Surveying for Civil Engineering LDC Exam

1.Distance between two points is measured by
(a)Pacing
(b)Pedometer
(c)Passometer
(d)Chaining 
(e)All the above* 
Answer - (e)All the above* 

2.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* 
Answer -(e)All the above* 
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Index -

Question & Answer (63) Short Note - P Way (48) Civil Engineering - P Way (43) Short Note - Works (35) Store (34) Engineering (26) P Way (23) Permanent Way (P Way) (13) Duties & Responsibilities (9) Track Machines (9) works (9) Short Note - Bridge (8) Short Notes - Miscellaneous (7) Civil Engineering - Works (6) Inspection (6) LWR (6) Patrolling of Rail Permanent Way (6) Engineering - Book (5) Maintenance of P Way (5) Sleeper (4) Duties (3) Guideline (3) Handbook (3) Keyman / Mate / PWS (3) LDCE Exam (3) Points and Crossing (3) Rail Renewal (3) Rail Welding (3) 15.01 SURVEYING (2) Accidents (2) Ballast (2) Bridges (2) Chlorination of Water (2) Civil Engineering - Bridges (2) Deep Screening (2) Design of concrete mix (2) Distressed bridges (2) Distressing of LWR (2) Encroachments of Railway land. (2) Examination of Rails (2) Gateman (2) INDEX (2) Level Crossing (2) Level crossings (2) Maintenance (2) Maintenance in Electrified Area (2) Monsoon Patrolling (2) Permanent Way (2) Rail Formation (2) Rails Defects (2) Railway Organisation (2) Special Layouts (2) Speed Restriction and Indicators (2) Testing of Rails (2) Through Parking (2) Tiles (2) Track Circuited Areas (2) Track Tolerances (2) USFD (2) VIDEO (2) Working of Contractors (2) curves (2) quality control (2) 01. INTEGRATED CONCEPT AND OBJECTIVES OF MATERIALS MANAGEMENT (1) 01.02 रेलपथ निरक्षक तथा सहायक मंडल अभियंता के कर्तव्य (1) 02 रेलपथ (1) 02. ORGANIZATION OF MATERIALS MANAGEMENT DEPARTMENT (1) 02.01 90 यूटीएस रेलों के सम्भाल (1) 02.04 रेल तापमान (1) 02.05 रेल जोड (1) 03 स्लीपरो के कार्य (1) 03. CLASSIFICATION/CODIFICATION NOMENCLATURE OF STORES ON INDIAN RAILWAYS (1) 03.01 विभिन्न प्रकार के स्लीपरो की तुलना (1) 03.02 लचीले बंधन (1) 03.03 स्लीपर बिछाना (1) 04. PLANNING OF NON-STOCK ITEMS AND PROCESSING OF REQUISITION (1) 04.01 ट्रैक के लिए बैलास्ट प्रोफाइल (1) 04.02 फार्मेशन (1) 04.03 ब्रिज (पुल) (1) 05 पाइंट्स तथा क्रासिंग - परिचय एवं परिभाषाए (1) 05 PLANNING OF STOCK ITEMS & SYSTEMS OF RECOUPMENT (1) 05.01 विषेश ले आउट (1) 05.02 पृथक्रकरण (आइसोलेशन ) (1) 05.03 तथा क्रासिंग का अनुरक्षण तथा निरक्षण (1) 05.04 पॉइंट्स एवं क्रासिंग की (1) 06 गोलाई का प्ररंभिक ज्ञान (1) 06 PURCHASE POLICY (1) 06.01 वर्को का पुनः संरेखण (1) 07 Purchase Procedure on zonal Railways (1) 08 TENDER EVALUATION AND MISCELLANEOUS POLICY ISSUES IN PURCHASES (1) 08.01 व्यव्स्तिथ ओवरहालिंग (1) 08.02 रेलपथ अनुरक्षण का वार्षिक कार्यक्रम (1) 08.04 गहरी छनाई (1) 08.04.1 रेलपथ का उठाना लोवेरिंग तथा क्रीप (1) 08.05 छोटी वेल्डेड रेल ( एसडब्लूआर ) (1) 08.06 आन ट्रैक मशीन (1) 08.07 छोटी ट्रैक मशीने (1) 08.09 विद्युतीकृत सेक्शन में हाइट गेज (1) 08.11 अंडर ट्रायल सामग्री का रिकॉर्ड (1) 09 गति प्रतिबन्ध और संकेतक (1) 09 Receipt And Inspection of stores (1) 09.01 ठेकेदार की सुरक्षित कार्य प्रणाली (1) 09.03 रेल संरक्षा आयुक्त की स्वीकृति वाले कार्य (1) 10 निरक्षण का उद्देश्य (1) 10 ISSUE AND DISTRIBUTION OF STORES (1) 10.01 राइडिंग गुणवत्ता तथा राइडिंग इंडेक्स (1) 10.03 सिटीआर तथा टीजीआई (1) 10.04 रेलपथ प्रबंधन पध्दति (टीऍमएस ) (1) 11 RETURNED STORES (1) 11.01 स्लीपरो का बिछाना (1) 12 दुर्घटना (1) 12 Scrap Disposal (1) 12.01 ब्रीच (1) 12.02 डाईवर्शन (1) 13 INVENTORY MANAGEMENT (1) 14 लंबी वेल्डित रेल (परिभाषाए) (1) 14.01 एलडब्लूआर / सीडब्लूआरके लिये स्वीकृत स्थान (1) 14.02 एलडब्लूआरकी डीस्ट्रेसिंग (1) 14.03 एलडब्लूआर / सीडब्लूआर का अनुरक्षण (1) 14.04 रेलपथ पर्येवेक्षक - मेट तथा चाबीदार के लिए अनुमत तथा निषिद्ध कार्य (1) 15 - सर्वेक्षण (1) 15 बयाना राशि और जमानत राशि (1) 16 रेलवे टेंडर सिस्टम (Railway Tender System) (1) Active & Passive Earth Pressure (1) Anti corrosive treatment (1) Bearings in Bridge (1) Blanketing Material (1) Buckling of track (1) Building Work (1) CMS Crossing (1) CRS Sanction (1) CTR and TGI Value (1) Cant deficiency & Cant Excess (1) Census (1) Chequered Tiles (1) Chlorination Practices (1) Chlorine demand (1) Completion report (1) Contour & Contour interval (1) Correction Slip (1) Curing of Concrete (1) Design mode (1) Destressing (1) Disinfection of water (1) Duties of Gateman (1) E01.02 Duties of Keyman / Mate / PWS (1) E02.01 Permanent Way (1) E02.02 Handling of 90 UTS rails (1) E02.05 Rail Temperature (1) E02.06 Rail Joints (1) E02.07 Maintenance of Rail Joints (1) E03.01 SLEEPERS AND FASTENINGS - Functions of Sleepers (1) E03.02 Comparison between Various Types of Sleepers (1) E03.04 Laying of Sleepers (1) E04.02 Ballast Profile for L.W.R. track (1) E04.04 Bridges (1) E05.01 Points & Crossings: Introduction & Definitions (1) E05.04 Maintenance and Inspection of Points and Crossing (1) E05.05 Reconditioning of Points and Crossing (1) E06.01 Basics of Curves (1) E06.02 Realignment of Curve (1) E08.01 MAINTENANCE OF TRACK-Through packing (1) E08.02 Systematic Overhauling (1) E08.03 Annual Programme for Regular Track Maintenances (1) E08.04 Lifting/ Lowering of Track and Creep (1) E08.05 Deep Screening (1) E08.06 Short Welded Rail (1) E08.07 Maintenance of SWR (1) E08.10 Level Crossing (1) E08.11 Equipments at Level Crossing (1) E08.12 Maintenance / Examination / Inspection of Level Crossing / Gate (1) E08.14 Welding of Rails (1) E08.15 Records of Material under Trial (As per Cs.no 99) (1) E09.01 Speed Restriction and Indicators (1) E09.02 Safe Working of Contractors (As per Cs.No 95) (1) E09.03 Works Requiring CRS Sanction (1) E10.01 INSPECTION OF TRACK - Object of Inspection (1) E10.02 Riding Quality and Riding Index (1) E10.03 Track Recording and Oscillograph Car (1) E10.04 CTR and TGI Value (1) E12.01 ACCIDENTS AND BREACHES - Accidents (1) E12.02 Breaches (1) E12.03 Diversion (1) E14.01 LONG WELDED RAIL - Definitions (1) E14.02 Permitted locations for LWR/CWR (1) E14.04 Maintenance of LWR / CWR (1) E14.05 DOs and Don’ts OF LWR For PWM / MATES & KEYMAN (1) Egineering (1) Elastic Fastening (1) Elastic Rail Clip (1) FOB (1) Fabrication of Glued joint IN SITU. (1) Flushing cisterns (1) Greasing of ERCs (1) Grow More Food Scheme (1) H02 भण्डार विभाग का महत्व (1) H03 भण्डार डिपो की संरचना (1) H04 भण्डार का वर्गीकरण (1) H05 कोडिफीकेशन (1) H06 मानकीकरण एवं उसकी उपयोगिता (1) H07 वित्तीय औचित्य के सिध्दांत (1) H08 क्रय के विभिन्न माध्यम (1) H09 क्रय में विविध अधिमान्यताए (1) H10 भण्डार विभाग के अधिकारियो की क्रय शक्तियां (1) H12 निविदा समिति (1) H13 अनुबंध (1) H16 स्थानीय खरीद (1) H17 भण्डार डिपो में भण्डार प्राप्ति के स्त्रोत (1) H18 महत्वपूर्ण वस्तुए एवं उनकी खरीद (1) H19 भण्डार डिपो का संगठन एवं कार्य (1) H20 प्राप्ति अनुभाग की क्रिया - विधि (1) H21 वार्ड की क्रिया - विधि (1) H22 प्रेषण अनुभाग की क्रिया - विधि (1) H23 बहीखाता अनुभाग की क्रिया - विधि (1) H24 डिपो प्रणाली (1) H25 भण्डार का निरीक्षण (1) H26 अस्वीकृत भण्डार (1) H27 लौटाया गया भण्डार (1) H28 अग्रदाय भण्डार (1) H29 अधिशेष भण्डार (1) H30 रेल सामग्री की बिक्री (1) H31 रद्दी माल और नीलामी बिक्रिया (1) H32 वस्तु - सूची नियंत्रण (1) H33 स्टॉक सत्यापन (1) H34 मांगकरताओ व्दारा डिपुओ से भण्डार प्राप्त करने की प्रक्रिया (1) H35 संक्षिप्त टिप्पणीयां (1) Handling of 90 UTS Rails (1) Height Gauges on Electrified Section (1) Honey combing of concrete & its prevention (1) Hot Weather Patrolling (1) Imprest Store (1) Indicator Boards & Signages (1) Insulated joints (1) Isolation (1) Laying of Sleepers (1) Licensing Railway Land cultivation (1) Liner Biting (1) Maintenance of CMS Xing (1) Maintenance of Rail Joints (1) Maintenancee of SWR (1) Manson precaution (1) Numerical rating system (NRS) (1) Optimum moisture content (1) PWI (1) PWI / AEN / DEN (1) Pandrol Clip (1) Pile Foundation (1) Protection of Rail (1) Pumping Water Level (1) Rail Clusters (1) Rail Joints (1) Railway Affecting Works (1) Railway Construction (1) Realignments of Curve) (1) Reconditioning of Points and Crossing (1) Rehabilitation of Bridges (1) Renewal of Rail (1) River Training protection work (1) Safe Working (1) Safety at P. Way Work Site (1) Schedule of Inspection of Bridges (1) Sleeper Cribs (1) Soil Consistency (1) Static Water Level (1) Steel Structures (1) Stock sheet (1) TGI and OMS (1) Tender System (1) Thermit Welding (1) Track Inspection (1) Track Maintenance (1) Track Management System (1) Transitions (1) Turnout (1) Venerable location (1) Washable Aprons (1) Water Cement ratio (1) Water Quality (1) Water Supply (1) Water closetsu (1) Waterproofing (1) Well Foundation (1) Winter Precautions (1) Workability of Concrete (1) disposal of human waste: (1) distribution System (1) dry density (1) pass (1) rail fracture (1) safe speed (1) super elevation (1) track-Overhauling (1) urinals (1) wash basin. (1) weld failure (1) कार्य एवं उद्देश्य (1) ट्रैक रिकॉर्डिंग तथा दोलन लेखी कार (1) रेल पथ मेट के कर्तव्य (1)