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DISCIPLINE: CIVIL ENGINEERING                                                                                                                    FOURTH SEMESTER

Sl.No.SUBJECTEvaluation SchemeTotal MarksLTPTHEORYPRACTICALEND EXAMINTERNAL ASSESSMENTEnd ExaminationSessionalClass TestAssignmentTHEORY1.Structural Analysis41--80155----1002.Transportation Engineering- I41--80155----1003.Geotechnical engineering41--80155----1004.Irrigation Engineering41--80155----1005.Estimating- I4----80155----100                                         PRACTICAL/SESSIONAL
1.Civil Engineering Drawing -II----7------50501002.Estimating Practice-I----4-------50503.Construction Workshop practice.----4------50501002004154007525100150750NOTE: Evaluation for I.A.(Theory)& Sessional /Practical to be made as per guidelines of SCTE&VT.
STRUCTURAL ANALYSIS (Th-1)
Period per week:4       Total  Marks:100              	 Evaluation scheme:
Total periods:60                                                	 Theory-3Hrs.
                                                                       		 End Term Examination:80 marks
                                                            		 Internal Assessment: 15 + 5(Assign.)=20Marks.
Topic wise Distribution of Periods:
Sl. No.   TopicsNo. of Periods1Trusses &Frames062Slope And Deflection123Fixed Beam084Continuous Beam105Slope  Deflection Method106Moment Distribution Method107Three Hinged Arches04
COURSE CONTENTS :
TRUSSES AND FRAMES
Introduction �Type of trusses, statically determinate and indeterminate trusses/frames, distinction between beams , determinate trusses and frames, important uses of frames.
Methods of analysis of trusses: a) Analytical method ( Method of joints, method of Section & Tension Coefficient Method) b)Graphical Method (Space Diagram, load diagram, Bow�s notation, Vector Diagram, Polar diagram, Funicular Polygon, Maxwel�s Diagram)
SLOPE AND DEFLECTION
Introduction : Shape and nature of elastic curve (deflection curve). Importance of slope and deflection. Relation between slope, deflection and radius of curvature.(no derivation)
Expression for slope and deflection of cantilever and simply supported beams under concentrated and uniformly distributed load (by Double Integration method, Macaulay�s method). Principles of superposition for deflection and rotation.
Determine the slope and deflection at a point of beams under loads and support conditions. Solve problems of propped cantilevers from superposition of deflection at the prop.
2.4 	Moment Area Method - Determination of slope and deflection for following cases 
i) Cantilever beam subjected to point load and uniformly distributed loads, 
	ii) Simple supported beam subjected to to point load and uniformly distributed loads.
3.0      Fixed Beam
3.1	Advantages of fixed beam, Analysis of Fixed Beam-Determination of Fixed 		End Moments. Bending Moment & Shear Force diagram under central and 		eccentric point load and uniformly distributed load.

4.0      Continuous Beam
4.1 	Analysis of continuous beam (without sinking of support)  by application of Three Moment Equation(no derivation) for simply supported ends, fixed end and overhangs
 	under action of point load and u.d.l. Bending Moment and 	Shear 	Force 	diagram for the above cases.
5.0      SLOPE DEFLECTION METHOD 
5.1 	Assumptions, sign convention, slope deflection equation and its application for analysis of continuous beams and symmetrical portal frame (without sway). Shear force and Bending Moment diagram.
6.0	MOMENT DISTRIBUTION METHOD
6.1	 Sign convention, carry over factor, stiffness factor, distribution factors, its 	application for the analysis of various types of continuous beams with fixed end 	supports and overhang. Shear force and Bending Moment diagram.
7.0	ARCHES:
	7.1 	Types of arches, practical applications. Analysis of symmetrical three hinged 	parabolic arch subjected to point load and u.d.l.

RECOMMENDED BOOKS: 
1. Theory of structure -   R. S.Khurmi,
2. Theory of structure -   S.Rammrutham,
3. Analysis of Structures-Vol.I&II -V.N.Vazirani & M.M. Rathwani
4. Theory of Structure    - Timeshenko and Young.
5. Intermediate Structural Analysis- C.K Wang.
6. Basic Structural Analysis- C.S.Reddy.















TRANSPORTATION ENGINEERING � I          (Th-2)
Period per week:4       Total  Marks:100              	 Evaluation scheme:
Total periods:60                                                 	 Theory-3Hrs.
                                                                       		 End Term Examination:80marks
                                                             		Internal Assessment: 15 + 5(Assign.)=20Marks
Topic wise Distribution of Periods:
Sl. No.   TopicsNo. of Periods1.Introduction022.Road Geometric103.Road Materials084.Road Pavements105.Hill Roads066.Road Drainage067.Road Maintenance068.Construction equipments049.Traffic studies0410.Land scaping and Aboriculture04
COURSE CONTENTS :
1.0 Introduction
Importance of Highway transportation: importance organizations like Indian roads congress, Ministry of Surface Transport, Central Road Research Institute.
Functions of Indian Roads Congress
IRC classification of roads
Organisation of state highway department
Road Geometric :
Glossary of terms used in geometric and their importance, right of way, formation width, road margin, road shoulder, carriage way, side slopes, kerbs, formation level, camber and gradient
Design and average running speed, stopping and passing sight distance
Necessity of curves, horizontal and vertical curves including transition curves and super elevation, Methods o f providing super � elevation
Road Materials ;
Difference types of road materials in use : sol, aggregates, binders
Function of soil as highway subgrade
California Bearing Ratio : methods of finding CBR valued in the laboratory and at site and their significance
Testing aggregates : Abrasion test, impact test, crushing strength test, water absorption test & soundness test
Aggregates : Availability of road aggregates in India, Requirements of road aggregates as per IS specifications
Binders : common binders : cement, bitumen and Tar, propertied as per IS specifications, penetration and viscosity test of bitumen, procedure and a significance  of cut back bitumen and bitumenous emulsion and their uses

Road Pavements
Road Pavement : Flexible and rigid pavement, their merits and demerits, typical cross-sections, functions of various components
Sub-grade preparation :
Setting out alignment of road, setting out bench marks, control pegs for embankment and cutting, borrow pits, making profile of embankment, construction of embankment, compaction, stabilization, preparation of subgrade, methods of checking camber, gradient and alignment as per recommendations of IRC, equipment used for subgrade preparation
Flexible pavements : necessity of sub base, stabilized sub bade: purpose of stabilization(no designs)
Types of stabilization �
Mechanical stabilization
Lime stabilization
Cement stabilization
Fly ash stabilization
Base Course : 
Preparation of base course
Brick soling
Stone soling
Metalling : Water Bound Macadam and Bituminous Macadam
Surfacing :
Types of surfacing
Surface dressing
(i)	Premix carpet
(ii)	Semi dense carpet
Bituminous concrete
Grouting
Methods of constructions as per Ministry of Surface Transport, specifications and quality control
Rigid Pavements :
Construction of concrete roads as per IRC specifications : From laying, mixing and placing the concrete, compacting and finishing, curing, joints in concrete pavement, equipment used
Hill Roads :
Introduction :
Typical cross-sections showing all details of a typical hill road in cut, partly in cutting and partly in filling
Breast Walls, Retaining walls, different types of bends
Road Drainage :
Necessity of road drainage work, cross drainage works
Surface and sub-surface drains and storm water drains. Location, spacing and  typical  details of side drains, side ditches for surface drainage, intercepting drains, pipe drains in hill roads, details of drains in cutting embankment, typical cross sections
Road Maintenance :
Common types of road failures � their causes and remedies
Maintenance of bituminous road such as patch work and resurfacing
Maintenance of concrete roads � filling cracks, repairing joints, maintenance of shoulders (berm), maintenance of traffic control devices
Construction equipments :
Output and use of the following plant and equipment :
Hot mixing plant
Tipper, tractors (wheel and crawler) scraper, bulldozer, dumpers, shovels, graders, roller dragline
Asphalt mixer and tar boilers
Road pavers
Modern construction equipments for roads.
Traffic studies :
Basic concept of traffic study
Traffic safety and traffic control signal
Road junctions
Traffic island and refuge island; advantages and disadvantages
Land scaping and Aboriculture
Meaning of land scaping and aboriculture
Aesthetics in road side development




RECOMMENDED BOOKS:
Principles of Traffic Engineering			-Garber and Hoel,CENGAGE
A Text Book Of Transportation Engineering	- S.P.Chandola.
Highway Engineering 				- Dr.N.K.Vaswani.
Highway Engineering 				-S.K.Khanna & C.E.G. Justo
A course on Highway engineering 		- S.P.Bindra.




















GEOTECHNICAL ENGINEERING   (Th- 3)
Period per week:4       Total  Marks:100              	 Evaluation scheme:
Total periods:60                                                  	Theory-3Hrs.
                                                                       		 End Term Examination:80marks
                                                             		Internal Assessment: 15 + 5(Assign.)=20Marks.
 Topic wise Distribution of Periods:
Sl. No.   TopicsNo. of Periods1.Introduction012.Preliminary Definitions and relationship063.Index Properties of Soil044.Classification of Soils065.Permeability046.Seepage Analysis037.Compaction & Consolidation108.Shear Strength069.Earth Pressure on Retaining Structure0810.Foundation Engineering12
Course Contents:
1.0-Introduction
    	1.1-	Soil and Soil Engineering.
    	1.2- 	Scope of Soil Mechanics.
2.0- Preliminary Definitions and relationship.
   	 2.1-	Soil as a three Phase system.
    	2.2-	Definition  and derivation of  expressions for the following terms: Water 				Content, Density, Specific gravity, Voids ratio, Porosity, Percentage of air voids, air 		content, degree of saturation, density Index, Bulk/Saturated/dry/submerged density.
 3.0-Determination of Index properties.
   3.1-	Water Content(Oven drying, Sand bath, Pycnometer method)
   3.2-	Specific Gravity
   3.3- 	Particle size distribution ,Sieve analysis, Basic concept of Hyrometer Analysis(Pipette 		method).
   3.4 �	Consistency of Soils-  Atterberg�s Limits(Liquid limit, Plastic Limit, Shrinkage 			Limit, 	 Plasticity   Index,  Concistency Index, Liquidity Index.)
4.0-Classification of Soil.
     4.1-	General.
     4.2-	Particle size Distribution.
         	-Textural Classification.
        	-HRB Classification.
         	-Unified Soil Classifications.
                	- I.S. Classification.


5.0-Permeability.
    5.1-	Define Permeability, Co-efficient of Permeability, Darcy�s Law.
    5.2-	State and Explain the factors affecting Permeability.
    5.3-	Constant head permeability and falling head permeability Test.
	 6.0-Seepage analysis.
    6.1-	Define seepage pressure and explain the phenomenon of  quick sand 				condition.
    6.2-	Concept and Properties of  flow-net.
7.0- Compaction and consolidation.
    7.1-	Define compaction, Describe Standard Proctor Test and explain Optimum 				Moisture Content of Soil.
     7.2-	Factors affecting Compaction.
     7.3- 	Different field compaction methods and their suitability.
     7.4- 	Consolidation, distinction between compaction and consolidation.
	7.5-	Spring Analogy, Pressure-void ratio curve, Idea about  normally 						consolidated, under consolidated and over consolidated soil, Laboratory 					Consolidation Test, Co-efficient of Consolidation, Time Factor, Estimation 				of consolidation settlement using formula only.
 8.0- Shear Strength.
     8.1- 	Define i)-Shear strength, ii)-Cohesion, iii)-Angle of internal friction.
     8.2- 	State and explain the Mohr- Coulomb  failure theory.
     8.3- 	Study of strength envelope for different type of soil.
9.0- Earth pressure on retaining structures.
    9.1- 	i) Active earth pressure, ii)Passive earth pressure, iii) Earth pressure at rest.
    9.2- 	Use of Rankine�s formula for the following cases (cohesionless soil only) 
           	i) Backfill with no surcharge, , ii)backfill with uniform surcharge. iii)submerged 			backfill    
10.0- Foundation Engineering.
     10.1- 	Define and state the functions of foundations. Differentiate between shallow 			and deep foundation, different type of shallow and deep foundations with 				sketches. Types of failure(General shear, Local shear &Punching shear)
     10.2- 	Define bearing capacity of soil, determination of  bearing capacity of soils using 			Terzaghi�s formulae(No derivation) for strip , Circular and square footings only &IS 		Code formulae.
RECOMMENDED BOOKS:
 Principles of Geotechnical Engineering		-Braja M. Das
Geotechnical Engineering,			-T.N.Ramamurthy& T.G.Sitaram.
Soil Mechanics & Foundation Engineering	-Dr. B.C.Punmia.
Soil Mechanics& Foundation Engineering 	-Dr. K.R.Arora
Soil Mechanics& Foundation Engineering,Vol-I	-Dr. V.N.S. Murthy
Principle of Foundation Engineering		-Braja M. Das
Geotechnical Engineering, Principles & Practice	-Conduto
Geotechnical Engineering	                             	- Gulhati & Dutta
 Basic And Applied Soil Mechanics 		-  HYPERLINK "http://www.flipkart.com/author/ranjan-gopal/" Ranjan Gopal &  HYPERLINK "http://www.flipkart.com/author/a-s-r-rao/" A. S. R. Rao

IRRIGATION ENGINEERING  (Th- 4)
Period per week: 4       Total Marks: 100               	Evaluation scheme:
Total periods: 60                                                  	Theory-3Hrs.
                                                                       		 End Term Examination: 80marks
                                                            		 Internal Assessment: 15 + 5(Assign.)=20Marks.
Topic wise Distribution of Periods:
Sl. No.   TopicsNo. of Periods1.Introduction012.Hydrology063.Water Requirement of Crops064.Flow Irrigation055.Diversion Head Works066.Regulatory Works067.Cross Drainage Works058.Dams109.Water Logging And Drainage0310.Ground Water Hydrology12RATIONALE :
Many diploma holders in Civil Engineering supervise the construction or perform the maintenance of canals, head � works, river training works, cross drainage works, regulatory and other works. Some of diploma holders are also engaged for preventing water logging and irrigation by tube-wells.
OBJECTIVES :
On completion of the subject a student will be able to �
Estimate the water requirement of different crops and duty of water
Explain the function of the components of diversion head work
Describe the method of construction and maintenance of distribution works
Understand the different types of cross drainage works
Know the various types of lift irrigation adopted in India
Describe the causes and remedial measures for water logging

COURSE CONTENTS:
INTRODUCTION :
Definition of irrigation
History of development of irrigation in India
Types of irrigation
Sources of irrigation water

Hydrology
Hydrology Cycle
Rainfall: types, intensity,hyetograph
Estimation of rainfall, rain gauges, types- automatic and Non-automatic
Concept of catchment area, types, run-off-defination, estimation of flood discharge by  Dicken�s and Ryve�s formulae 
Concepts of Hydrograph, definition and explanation, unit hydrograph and simple problem on it



WATER REQUIREMNT OF CROPS
DEFINITION OF CROP SEASON
Duty, Delta and base Period, their relationship
Gross command area, culturable command area, Intensity of Irrigation, irrigable area
Field capacity, Permanent wilting point, frequency of irrigation

FLOW IRRIGATION ;
Irrigation canals
Perennial irrigation
Different parts of irrigation canals and their functions
Sketches of different canal cross-sections
Classification of canals according to their alignment
Various types of canal lining � Advantages and disadvantages

DIVERSION HEAD WORKS
Definition, necessity and objectives
General layout, functions of different parts of barrage
Difference between weir and barrage

REGULATORY WORKS :
Functions and Explanation of terms used
Cross and Head regulators
Falls
Energy dissipaters
Outlets � different types
Escapes
CROSS DRAINAGE WORKS :
Functions and necessity of the following types : aqueduct, siphon, super-passage, level crossing, inlet and outlet
Constructional detail with working principle of each with help of neat sketch
DAMS
Necessity ,Types of Dams
Earthen dams : Types, description, causes of failure and protection measures.
Gravity dam- Types, description, Causes of failure and protection measures.
Spillways- Types, description, Causes of failure and protection measures.
WATER LOGGING AND DRAINAGE :
Definition, causes and effects, detection, prevention and remedies
GROUND WATER HYDROLOGY :
Introduction, occurrence and quantity of ground water, explanation of terms- water table, aquifer- confined and unconfined aquifers, aquiclude, radius of influence, depression head, cone of depression etc
Types of wells � shallow and deep well, construction of open wells and tube wells, Yield of an open well
Types of tube wells and their choice-(cavity, strainer and slotted type)
Method of construction � boring, installation of well assembly, development of well, pump selection, installation and maintenance.
RECOMMENDED BOOKS:
1.	Irrigation Engineering;				-R.K.Sharma&T.K.Sharma.
2. 	Introductory Irrigation Engineering			-Dr. B.C.Punmia,
3. 	Irrigation Engineering				 	-N.N.Basak..
4.	Fundamentals of Irrigation Engineering		-Bharat Singh.
5. 	Irrigation Engineering & Hydraulics Structures 	-S.K.Garg.
6.	Irrigation &  Water Power Engineering		-Das and Saikia

ESTIMATING � I   (Th 5)
Period per week:4       Total  Marks:100              	 Evaluation scheme:
Total periods:60                                                 	Theory-3Hrs.
                                                                       		 End Term Examination:80marks
                                                            		 Internal Assessment: 15 + 5(Assign.)=20Marks.
Topic wise Distribution of Periods:
Sl. No.TopicsNo. of Periods1.Introduction052.Detailed Estimate Of Building As Per Pwd Specifications / Standards303.Analysis Of Rates204.Administrative Set-Up Of Engineering Organisations05
COURSE CONTENTS :
Introduction :
Types of estimates � Plinth area, floor area / carpet area
Units and modes of measurements as per IS 1200
Use of standard estimating forms
Accuracy of measurement for different item of work
DETAILED ESTIMATE OF BUILDING AS PER PWD SPECIFICATIONS / STANDARDS ;
Single storeyed flat roof building with shallow foundation and RCC roof slab with leak proof treatment over it.
Two storyed building with  all items of work
A simple inclined roof building with gabled / hipped roof and A.C. sheet / G.C.I. sheet proofing
ANALYSIS OF RATES :
Calculation of dry materials, for cement concrete, brick masonry in Cement Mortar, laterite stone masonry in Cement Mortar, cement plaster, white washing, Artificial Stone flooring, concrete flooring, different R.C.C. items, Painting of doors and windows etc.
Calculation of lead, lift, conveyance charges, royalty of materials, etc. as per Orissa P.W.D. system
Analysis of rates for the above items of work
Abstract of cost of estimate.

ADMINISTRATIVE SET-UP OF ENGINEERING ORGANISATIONS:
Different Govt./Public Sector organizations employing Civil Engg. Diploma holders.
Duties of responsibilities of Junior Engineers and Asstt. Engineers.	
RECOMMENDED BOOKS:
1. Estimating, Costing, specification &Valuation in Civil Engineering 	- M.Chakraborty.
2. A text Book of Estimating & Costing 					-D.Kohli &R.C Kohli, 
3. Estimating &Costing 							-B.N.Dutta.
4. Estimating &Costing 							-Birdi &Ahuja.
5.Latest Orissa PWD Schedule of Rates & Analysis of rates.


CIVIL ENGINEERING DRAWING � II WITH AUTOCAD  (Pr - 1)
Period per week:7       Total  Marks:100              	 Evaluation scheme:
Total periods:105                                                  	 End Term Examination:50marks
							Sessional-50marks                                                                                                                             
RATIONALE :
This subject deals with drawings of different components of culverts, irrigation structures and public health engineering. This also relates to preparation of working drawing as required for actual use in the field for execution of the work.

OBJECTIVES:
On completion of the subject a student will be able to �
Understand the different engineering drawings culverts / Irrigation structures/ water supply and sanitary installations
Draw the above mentioned drawings and its different views

COURSE CONTENT: ALL THE DRAWINGS SHOULD BE DRAWN USING AUTOCAD SOFTWARE
Detailed drawing of culvert 
Half foundation plan and half top plan, cross sectional elevation and longitudinal section  of  
Hume pipe culvert with right angled wing wall					42
Hume pipe culvert with splayed  wing wall
iii) RCC Slab Culvert with right angled wing wall
iv) RCC Slab Culvert with splayed  wing wall
2.0        Irrigation Structures
2.1       Detail drawing of a vertical drop type fall (Sarada Type) from given specifications 35
      Drawing of a canal siphon from given specifications
	Drawing of a l siphon aqueduct from given specifications

	Plumbing and Sanitary connections and fittings of a two roomed building			14
	Detailed drawing of septic tank up to 50 users with soak pit and necessary connection from 	the water closet.
												14
RECOMMENDED BOOKS:
1.  Civil Engg. Drawing					-M.Chakrobarty.
2.  Civil Engineering Drawing &  House Planning		-B.P.Verma.
3.  A Course in Civil Engg Drawing				-VB Sikka
3.  Civil Engineering drawing Manual 			-TTTI,Bhopal.
4.  IS: 12556-1967, 10713-1983 & I.S: 696-1972 of BIS Publication.
5.  Civil Engineering drawing Manual			-V.Thanikachalan &K. V Natarajan.
6.  Harnessing AutoCAD					- Autodesk Manual
7.  Auto Cad							-Omura
8.  AutoCAD (Architecture)	2011				-William G. Wyatt

ESTIMATING PRACTICE� I    (Pr- 2)

Period per week:4       Total  Marks:50               Evaluation scheme:
Total periods:60                                                  Sessional-50marks  
                                                              
Preparation of plinth area estimate & detailed estimate for the following ;		30
Single storeyed two roomed building with specification as per Orissa P.W.D. schedule of rates and analysis of rates
A two storeyed pucca Building with specification as per Orissa P.W.D. schedule of rates and analysis of rates

A two roomed gabled / hipped roof building on wooden king post truss with tiled/ A.C. sheet / G.C.I. Sheet roofing as per Orissa P.W.D. schedule of rates and analysis of rates
.
Analysis of rates in detail for the above items of works basing on Orissa Govt. analysis of rate with help of MS Excel software.																	15

Calculation of dry materials for different items of building basing on Orissa Govt. analysis of rate with help of MS Excel software					10


Preparation of abstract of cost and bill of quantities of the estimates as per item no. 1.0 above with help of MS Excel software						05


RECOMMENDED BOOKS:
1. Estimating,Costing,specification &Valuation in Civil Engineering 	- M.Chakraborty.
2. A text Book of Estimating & Costing 					-D.Kohli &RC Kohli, 
3. Estimating &Costing 							-B.N.Dutta.
4. Estimating &Costing 							-Birdi &Ahuja.
5. Latest Orissa PWD Schedule of Rates & Analysis of rates.










CONSTRUCTION WORKSHOP(PRACTICE)       (Pr � 3)

Practical:					                Evaluation Scheme:
4P/Wk ,Total Periods:60				End Term Exam.50,     Sessional:50
                                                                     
                            
	Study of tools required for construction of masonry.
 	Lay out Plan of a building.
	Construction of  1 &1 � Brick thick walls in English Bond in Mud mortar including a corner.
 	Construction of  1 &1 � Brick thick Pillar in Mud mortar .
 	Fabrication of timber or steel formwork for a beam.
 	Fabrication of timber or steel formwork for a slab.
 	Fabrication of timber or steel formwork for a Column.
 	Bar bending and fabrication of reinforcements for a  beam.
 	Bar bending and fabrication of reinforcements for a  slab.
	Bar bending and fabrication of reinforcements for a  lintel with chajja & column.
	Bar bending and fabrication of reinforcements for a  column.
 	Conducting a Non destructive compressive strength test on concrete beam using 	rebound Hammer as 	per I.S:1311(Part-2)-1992.
	Study of Pipe Joints and Plumbing fixtures.
 	Study of Toposheets
 	Field visits.
	Visit to a construction site of a building where the following works are in progress.
Excavation of foundation b)Masonry works c)White washing d)Painting(interior exterior),  e)Wood works f)Fabrication& concreting works, g)Flooring











SYLLABUS
OF
FOURTH SEMESTER CIVIL ENGINEERING
SCTE & VT, ORISSA, CUTTACK
FINALISED IN SYLLABUS COMMITTEE MEETING HELD ON 27.09.2010 AT WOMEN�S POLYTECHNIC,CHANDRA SEKHARPUR, BHUBANESWAR

SUBJECT EXPERTS:

Dr.J J MANDAL		:Prof. Civil Engg.,NITTR,Kolkata
Dr. M R Samal		:Sr. Lecturer(Civil),B.O.S.E, Cuttack
Mr. B.C Sahoo		:Lecturer(Civil), B.O.S.E, Cuttack

FACULTY/GUEST FACULTY INVOLVED:

 Dr. H K Dash		:Reader(Civil) CET, Bhubaneswar
 Dr. R K Panigrahi		:Lecturer(Civil), CET, Bhubaneswar
 Mr. G R Ray		:Deputy Director(B & M), DTE&T,Orissa,Cuttack
 Dr. M R Samal		:Sr. Lecturer(Civil),B.O.S.E, Cuttack
 Mr S P Mallick		:Sr. Lecturer(Civil),B.O.S.E, Cuttack
 Mr. P K Muduli		:Lecturer(Civil), B.O.S.E, Cuttack
 Mr. A K Rout		:Lecturer(Civil),Women�s  Polytechnic, BBSR
 Mr. B.C Sahoo		:Lecturer(Civil), B.O.S.E, Cuttack
 Mr. Prabir Mohanty	: Lecturer(Civil),Women�s  Polytechnic, BBSR



















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