Name of faculty:- Parveen Beniwal ( Theory& Practical ) Discipline:Civil Engineering Semester: 4 th Subject: Structural mechanics Lesson Plan Duration: 15 weeks (from Jan-2019 to Apr-2019) Work Load: Lectures-3 Practicals-2 WEEK THEORY PRACTICAL LECTURE DAY TOPIC PRACTI CAL DAY TOPIC 1 1 To introduction about the subject 1 st Determination of yield stress, ultimate stress, percentage elongation and plot the stress strain diagram and compute the value of young's modulus on mild steel 2 Properties of materials 3 Classification of material, elastic, Plastic, Ductile, Brittle materials Introduction about tensile, compressive, impact, fatigue, torsion test 2 1 Revision of ch. 1 st . 1 st Determination of yield stress, ultimate stress, percentage elongation and plot the stress strain diagram and compute the value of young's modulus on mild steel 2 Concept of stress, normal and shear stresses Concept of strain and deformation, longitudinal and strain. 3 Poisson ratio and volumetric stress Hook law, moduli of elasticity and rigidity, bulk 3 1 modulus of elasticity,relation between the elastic constant. 1 st Testing of HYSD Steel 2 Stresses and strains in bars subjected to tension and compression. 3 Stress-strain diagram for mild steel and HYSD steel, mechanical properties, factor of safety. Temperature stresses and strains 4 1 Extension of uniform bar under its own weight, stress produced in compound bars (two or tPeriodsee) due to axial load. 1 st Determination of Young's modulus of elasticity for steel wire with searl's apparatus 2 Revision of ch. 1st. & Concept of a beam and supports (Hinges, Roller and Fixed) 3 types of beams: simply supported, cantilever, propped, over hang, cantilever and continuous beams (only concept). 5 1 Types of loads (dead load, live load, snow load, wind load seismic load as per IS Codes etc) - 1 st Determination of Young's modulus of elasticity for steel wire with searl's apparatus 2 types of loading (point, uniformly distributed and uniformly varying loads) Concept of bending moment and shear force, sign conventions 3 Mr Ashish GOVERNMENT POLYTECHNIC SANGHI
Transcript
Lesson Plan Name of faculty:- Parveen Beniwal ( Theory& Practical ) Discipline:Civil Engineering Semester: 4th Subject: Structural mechanics Lesson Plan Duration: 15 weeks (from Jan-2019 to Apr-2019) Work Load: Lectures-3 Practicals-2
WEEK
THEORY PRACTICAL
LECTURE DAY
TOPIC PRACTI
CAL DAY
TOPIC
1
1 To introduction about the subject
1st
Determination of yield stress, ultimate stress, percentage elongation and plot the stress strain diagram and compute the value of young's modulus on mild steel
2 Properties of materials
3
Classification of material, elastic, Plastic, Ductile, Brittle materials Introduction about tensile, compressive, impact, fatigue, torsion test
2
1 Revision of ch. 1st.
1st
Determination of yield stress, ultimate stress, percentage elongation and plot the stress strain diagram and compute the value of young's modulus on mild steel
2
Concept of stress, normal and shear stresses Concept of strain and deformation, longitudinal and strain.
3
Poisson ratio and volumetric stress Hook law, moduli of elasticity and rigidity, bulk
3
1 modulus of elasticity,relation between the elastic constant.
1st Testing of HYSD Steel
2 Stresses and strains in bars subjected to tension and compression.
3
Stress-strain diagram for mild steel and HYSD steel, mechanical properties, factor of safety. Temperature stresses and strains
4
1 Extension of uniform bar under its own weight, stress produced in compound bars (two or tPeriodsee) due to axial load.
1st Determination of Young's modulus of elasticity for steel wire with searl's apparatus
2
Revision of ch. 1st. & Concept of a beam and supports (Hinges, Roller and Fixed)
3 types of beams: simply supported, cantilever, propped, over hang, cantilever and continuous beams (only concept).
5
1
Types of loads (dead load, live load, snow load, wind load seismic load as per IS Codes etc)
- 1st
Determination of Young's modulus of elasticity for steel
wire with searl's apparatus
2 types of loading (point, uniformly distributed and uniformly varying loads)
Concept of bending moment and shear force, sign conventions 3
Mr Ashish
GOVERNMENT POLYTECHNIC SANGHI
6
1 Bending Moment and shear force diagrams for cantilever
1st
Determination of modulus of rupture of a concrete beam
2
simply supported and overhanging beams
subjected to concentrated, uniformly
distributed.
3 Relationship between load, shear force and bending moment, point of maximum bending moment, and point of contraflexure.
1st Determination of modulus of rupture of a concrete beam
7
1 Revision of ch. 3rd and assignment.
2 Concept of moment of inertia and second moment of area and radius of gyration, theorems of parallel
3 perpendicular axis, second moment of area of common geometrical sections: rectangle, triangle, circle
8
1 Second moment of area for L, T and I sections, section modulus.
1st
Determination of maximum deflection and young's modulus of elasticity in simply supported beam with load at middle third point
2
Bending Stresses in Beams Concept of pure/simple bending
3 Assumptions made in the theory of simple bending, derivation
9
1 application of bending equation to circular cross-section, I section, T&L sections only
1st
Determination of maximum deflection and young's modulus of elasticity in simply supported beam with load at middle third point
2 Moment of resistance Calculations of bending stresses in simply supported beam
3
Revision of ch 4th and 5th Class test of ch 5th
10
1 Sessional test 2nd
1st Verification of forces in a
framed structure
2 Explanation of sessional
3
Copy and assignment check
11
1
Shear Stresses in Beams Concept of shear stresses in beams
1st Verification of forces in a
framed structure 2
shear stress distribution in rectangular, circular I, T, L sections for S.S. beams and Portland
3 Revision of covered syllabus
12
1 Slope and Deflection:
1st
Repeat any experiment and copy check
2 Determination of slope and deflection using Moment Area Theorem for simply supported beam for pointed load
3 Determination of slope and deflection using Moment Area Theorem for simply supported beam for UDL load
13
1 Theory of columns 1st Determination of Young's
modulus of elasticity for steel wire with searl's apparatus
2 Problem solving using Eulers and Rankine Formula
3 Analysis of Trusses
14
1 Concept of a perfect, redundant and deficient frames
1st
Determination of maximum deflection and young's modulus of elasticity in simply supported beam with load at middle third point
2 Assumptions and analysis of trusses by: a) Method of joints
3
Assumptions and analysis of trusses by: a) Method of Section Revision and doubt clear from complete syllabus
15
1 Revision and doubts from first three units
1st
Determination of yield stress, ultimate stress, percentage
elongation and plot the stress strain diagram and compute the
value of young's modulus on mild
steel -
2
Revision and doubts from fourth to sixth units
Revision and doubts from remaining units 3
GOVERNMENT POLYTECHNIC MEHAM
Name of faculty :- Mr. Mohd Shad Discipline :- Civil. Engg. Semester :-4th Subject :- Concrete Technology lesson plan duration :-15 weeks Work Load per week(in hours):- Lectures-3,Practicals-2
WEEK THEORY PRACTICAL
1st week
1st
day
Unit 1 : Introduction –Definition of concrete ,uses of concrete in comparison to other building materials
1st day
To determine the physical properties of cement as per IS codes
2nd day
Unit 2: Cement, physical properties of cement, different type of cement as per IS codes
3rd day
Classification of aggregates according to size and shape
Characteristics of aggregates, particle size and shape ,surface texture, specific gravity, bulk density, water absorption, surface moisture, bulking of sand,Deletrious materials
2nd week
1st day
Grading of aggregates ,coarse aggregates, fine aggregates, all in aggregates, fineness modulus, interpretation of grading charts
Water quality requirements as per IS 456-2000
1st
day To determine flakiness and elongation index of coarse aggregate
2nd day
Unit 3: Hydration of cement ,principles of water cement ratio, duff Abrams water cement ratio law,limitation of water cement ratio law and its effects on strength of concrete
3rd day
Workability, factors affecting workability, Measurement of workability ,slump test ,compacting factor test
3rd week
1st day
Properties of concrete in plastic state ,workability,segregation,bleeding and harshness
1st day
To determine silt in fine aggregate
2nd day
Properties of concrete in hardened state-,Strenght,Durability,Impermeability,Dimenisional changes
Ajay
GOVERNMENT POLYTECHNIC SANGHI
5th week
1st day
Special Concretes-Cold weather concreting, under water
Determination of bulk density and voids of aggregates
2nd
day
Storing of cement-Storing of cement in warehouse,
storing of cement at site, Effect of storage on strength of
concrete, Determination of warehouse capacity of
storage of cement
3rd
day
Batching –Batching of cement, Batching of aggregate by
volume using gauge box ,measurement of water
6th week
1st day
Mixing –Hand mixing, Machine mixing-types of mixers
,capacities of mixers, choosing appropriate size of
mixers, operations of mixers ,maintenance and care of
machines
1st day
To determine surface
moisture in fine aggregate by
displacement method
2nd
day
Transportation of concrete using wheel barrows, transit
mixers,chutes,belt,conveyors,pumps,tower crane, and
hoists
3rd
day
Placement of concrete-checking of form work ,shuttering
and precautions to be taken during placement
3rd day
Objective of mix design ,introduction to various grades as per IS 456-2000,Proportioning of nominal mix design as per IS 456-2000
4th week
1st day
Adjustment on site for bulking of fine aggregates ,water absorption of aggregate ,workability
1st
day Determination of specific gravity and water absorption of aggregates
2nd day
Difference between nominal and controlled concrete
Introduction to IS -10262-2009-Code for controlled mix design
3rd day
Introduction to admixture for improving performance of concrete
7th week
1st day
Compaction-Hand compaction ,machine
compaction,types of vibrators,internal screed vibrators
and form vibrators
1st
day
Determination of particle size
distribution of fine ,coarse and
all in aggregates by sieve
analysis method 2nd
day
Selections of suitable vibrators for different situations
3rd
day
Finishing concrete slabs-screeding,floating and toweling
8th week
1st day
Curing-Objective of curing, method of curing like
ponding,membrane curing ,chemical curing
1st
day
To determine necessary
adjustment for bulking of fine
aggregate 2nd
day
Types of tools used and their geometry.
3rdday Durations for curing and removal of form work
9th
week
1st day
Jointing-Location of construction joints, treatment of
construction joints, expansion joints in building-their
importance and location
1st
day
To determine workability by
slump test
2nd
day
Defects in concrete
3rdday Identification and methods of repairs
10th
week
1st day
Importance of non –destructive tests 1st
day
Compaction factor test for
workability
2nd
day
Methods of non-destructive tests
3rdday Fields visit to relevant things of construction
11th
week
1st day
Doubt will be taken of unit 1 and revision of unit 1 1st
day
Non destructive test on
concrete by –Rebound
hammer test
-Ultrasonic pulse velocity test
2nd
day
Doubt will be taken of unit 2 and revision of unit 2
3rdday Doubt will be taken of unit 3 and revision of unit 3
12th 1st day
Doubt will be taken of unit 4 and revision of unit 4 1st Tests for compressive strength
of concrete cubes for different
week 2nd
day
Doubt will be taken of unit 5 and revision of unit 5 day grades
3rdday Doubt will be taken of unit 5 and revision of unit 5
13th
week
1st day
Doubt will be taken of unit 6 and revision of unit 6 1st
day
Practice in Lab
2nd
day
Doubt will be taken of unit 7 and revision of unit 7
3rdday Doubt will be taken of unit 8 and revision of unit 8
14th
week
1st day
Doubt will be taken of unit 9 and revision of unit 9 1st
day
Practice in Lab
2nd
day
Doubt will be taken of unit 9 and revision of unit 9
3rdday Doubt will be taken of unit 10 and revision of unit 10
15th
week
1st day
Revision 1st
day
Viva-Voice
2nd
day
Revision
3rdday Discuss on problems
Govt. Polytechnic Education Society Meham (Rohtak) Civil Engineering Department
Lesson Plan
Name of the Faculty Mr. ASHOK KUMAR (VTF. In Civil Engg.)
Discipline Civil Engineering
Semester 4th
Subject Irrigation Engineering
Lesson Plan Duration From JAN 2019 to APR 2019 ( 15 Weeks)
Work Load (Theory/Practical) per week Theory – 03 / Practical - 00
week Day Theory
1
1st
day 1. Introduction: Definition of irrigation
2nd
day 1.2 Necessity of irrigation 1.3 History of development of irrigation in India
3rd
day 1.4 Major, medium and minor irrigation projects
2
1st
day 2. Water Requirement of Crops
2.1 Principal crops in India and their water requirements 2.2 Crop seasons – Kharif and Rabi
2nd
day 2.3 Soil water, soil crop and crop water relationships, Duty, Delta and Base Period, their relationship
3rd
day 2.4 Gross commanded area (GCA), culturable commanded area (CCA), Intensity of Irrigation, Irrigable area
3
1st
day 3 Hydrological Cycle Catchment Area and Run-off Rainfall , definition rain-gauges – automatic and non-automatic,
2nd
day methods of estimating average rainfall (Arithmatic system); catchment area runoff
3rd
day factors affecting runoff, hydrograph, basic concept of unit hydrograph.
4
1stday 4. Methods of Irrigation Flow irrigation - its advantages and limitations
2ndday Lift Irrigation – Tubewell, submersible and well irrigation advantages and disadvantages
3rdday 4.1Sprinkler irrigation conditions favourable and essential requirements for sprinkler irrigation, sprinkler system – classification and component parts
GOVERNMENT POLYTECHNIC SANGHI
Mr. Prateek Malik
5
1st
day Drip irrigation, suitability of drip irrigation, layout, component parts, advantages
2nd
day 5. Canals 5.1 Classification, apurtenancs of a canal and their functions, sketches of different canal cross-sections
3rd
day 5.2 Various types of canal lining - their related advantages and disadvantages, sketches of different lined canal x-sections
6
1st
day 5.3 Breaches and their control
2nd
day 5.4 Maintenance of lined and unlined canals
3rd
day Unit test will be conduct
7
1st
day 6. Tube Well Irrigation 6.1 Introduction, occurrence of ground water, location and command, advantages and disadvantages, comparison with canal irrigation
2nd
day 6.2Tube wells, explanation of terms: water table, radius of influence, depression head, cone of depression, confined and unconfined aquifers. Yield of a well and methods of determining yield of well
3rd
day 6.3 Types of tube wells and their choice-cavity, strainer and slotted type;
8
1st
day 6.4 Method of boring, installation of well assembly, development of well, pump selection and installation and maintenance
2nd
day 6.5 Water Harvesting Techniques: Need and requirement of various methods, Run-off from roof top and ground surface, construction of recharge pits and recharge wells and their maintenance.
3rd
day Revision of unit 6
9
1st
day 7. Dams 7.1 Classification of dams; earth dams - types, causes of failure; cross-section of zoned earth dam, method of construction,
2nd
day gravity dams – types, cross-sections of a dam, method of construction 7.2 Concept of small and micro dams
3rd
day 7.3 Concept of spillways and energy dissipators
10
1st
day 8. Canal Head Works and Regulatory Works
2nd
day Definition, object, general layout, functions of different parts of head works. Difference between weir and barrage
3rd
day Unit test will be given
11
1st
day 9. Cross Drainage Works 9.1 Functions and necessity of the following types:
2nd
day aqueduct, super passage, level crossing, inlet and outlet
3rd
day 9.2 Sketches of the above cross drainage works
12
1st
day 10. Definitions of following Hydraulic Structures with Sketches
10.1 Falls
2nd
day Cross and head regulators
10.1 Outlets 10.2 Canal Escapes
3rd
day Doubt will be taken
13
1st
day 11. River Training Works Methods of river training
2nd
day guide banks, retired (levees) embankments, groynes and spurs, pitched island, cut-off
3rd
day Rivison of unit 11
14
1st
day 12. Water Logging and Drainage and Ground Water Re-charge
2nd
day Unit test will be conduct
3rd
day Definition of water logging – its causes and effects, detection, preventio and remedies
15
1st
day Surface and sub-surface drains and their layout
2nd
day
12.3 Concept and various techniques used for ground water re-charge
3rd
day Study of previous year questions paper
GOVERNMENT POLYTECHNIC EDUCATION SOCIETY MEHAM
Name of Faculty :- Sandeep ,VF in Civil Engg. Discipline :- CIVIL ENGG. Semester :-4TH Subject :- PUBLIC HEALTH ENGINEERING Lesson plan duration :-15 weeks Work Load per week(in hours):- Lectures-3,Practicals-2
WEEK THEORY PRACTICAL
1st week
1ST day Necessity and brief description of water supply system Water requirement
1st day
To determine turbidity of water sample
2nd day Rate of demand and variation in rate of demand
3rd day Per capita consumption for domestic, industrial, public and fire fighting uses as per BIS standards
2nd week
1st day Population Forecasting 1st
day To determine dissolved oxygen of given sample
2nd day Meaning of pure water and methods of analysis of water
3rd day Physical, Chemical and bacteriological tests and their significance
3rd week
1st day Standard of potable water as per Indian Standard, Maintenance of purity of water (small scale and large scale quantity)
1st day
To determine pH value of water
2nd day Sedimentation - purpose, types of sedimentation tanks Coagulation floculation
3rd day usual coagulation and their feeding Filtration - significance Types of filters, their suitability
4th week
1st day Necessity of disinfection of water, forms of chlorination , break point chlorine, residual chlorine, application of chlorine
1st
day To perform jar test for coagulation
2nd day Flow diagram of different treatment units functions of Areation fountain ,mixer
GOVERNMENT POLYTECHNIC SANGHI
Mr Prateek Malik
5th week 1st day
Different types of pipes - cast iron, PVC, steel, asbestos cement, concrete and lead pipes.
1st day
To determine BOD of given sample
2nd
day
Their suitability and uses, types of joints in different types of pipes
Bib cocks, stop cocks, fire hydrants, water meters their working and uses Distribution site: Requirement of distribution, minimum head and rate
1st day
To determine residual chlorine in water
2nd
day
Methods of layout of distribution pipes Systems of water supply - Intermittent and continuous service
3rd
day
Reservoirs - types, necessity and accessories Wastage of water - preventive measures
7th week 1st day
Maintenance of distribution system, Leakage detection Setting out alignment of pipes
1st
day
To determine conductivity of water and total dissolved solids
2nd
day
Excavation for laying of pipes and precautions to be taken in laying pipe in black cotton soil
3rd
day
Handling, lowering beginning and jointing of pipes Testing of pipe lines
8th week 1st day
Back filling Use of boring rods Connections to water main (practical aspect only)
1st
day
To study the installation of following: a) Water meter b) Connection of water supply of building with main c) Pipe valves and bends d) Water supply and sanitary fittings
2nd
day
Water supply fixtures and installations and terminology related to plumbing
3rd
day
Purpose of sanitation Necessity of systematic collection and disposal of waste Definition of terms in sanitary engineering
9th week 1st day
Collection and conveyance of sewage Conservancy and water carriage systems, their advantages and Disadvantages
1st
day
To study and demonstrate the joining/threading of GI Pipes, CI Pipes, SW pipes, D.I. pipes and PVC pipes
2nd
day
Surface drains (only sketches) : various types, suitability
3rdday Types of sewage: Domestic, industrial, storm water and its seasonal variation
3rd day floculator, clarrifier, slow and rapid sand filters ,chlorination chamber
10thweek 1st day
Types of sewerage systems, materials for sewers, their sizes and joints
1st day
To demonstrate the laying of SW pipes for sewers
2nd
day
Appurtenance: Location, function and construction features Manholes,drop manholes
3rdday tank hole, catch basin, inverted siphon, flushing tanks
11th
week
1st day
Grease and oil traps, storm regulators, ventilating shafts Setting out/alignment of sewers
1st
day
Study of water purifying process by visiting a field lab
2nd
day
Excavations, checking the gradient with boning rods
3rdday Preparation of bedding, handling and jointing testing and back filling of sewers/pipes Construction of surface mains and different sections required
12thweek 1st day
Properties of sewage and IS standards for analysis of sewage
1st
day
To test house drainage
2nd
day
Physical, chemical and bacteriological parameters
3rdday Disposal by dilution Nuisance due to disposal
13th
week
1st day
Self purification of stream Disposal by land treatment
1st
day
FIELD visit to water treatment
plant
2nd
day
Meaning and principle of primary and secondary treatment
3rdday Activated sludge process their flow diagrams
14th
week
1st day
Introduction and uses of screens, grit chambers, detritus tanks,
3rdday filters, control beds, intermittent sand filters, trickling filters, sludge treatment and disposal.
15th week 1st day
oxidation ponds Aims of building drainage and its requirements
Water supply and sanitary fittings
2nd
day
Different sanitary fittings and installations Traps, seals
1st
day
3rdday causes of breaking seals Previous years papers will be discussed
Govt. Polytechnic Education Society Meham (Rohtak) Civil Engineering Department
Lesson Plan
Name of the Faculty Mr. ASHOK KUMAR ( VTF In Civil Engg.)
Discipline Civil Engineering
Semester 4th
Subject Reinforced Concrete Design
Lesson Plan Duration From JAN 2019 to APR 2019 (15 weeks)
Work Load (Theory/Practical) per week Theory – 03 / Practical – 00
week Day Theory
1
1st
day 1. Introduction
2nd
day 1.1 Concept of Reinforced Cement Concrete (RCC)
3rd
day 1.2 Reinforcement Materials: Suitability of steel as reinforcing material
2
1st
day Properties of mild steel and HYSD steel
2nd
day 1.3. Loading on structures as per IS: 875
3rd
day 2. Introduction to following methods of RCC design
3
1st
day 2.1 Working stress method
2nd
day 2.2 Limit state method
3rd
day 3. Shear and Development Length
4
1stday 3.1 Shear as per IS:456-2000 by working stress method
2ndday i) Shear strength of concrete without shear reinforcement
3rdday ii) Maximum shear stress iii) Shear reinforcement
GOVERNMENT POLYTECHNIC SANGHI
Mr Ashish
5
1st
day 4. Singly Reinforced Beam (Working stress method)
2nd
day 4.1 Basic assumptions and stress strain curve, neutral axis
3rd
day Under reinforcement and over reinforced beams,
6
1st
day Under reinforcement and over reinforced beams,
2nd
day Moment of resistance for singly reinforced beam.
3rd
day 4.2 Design of singly reinforced beam including sketches showing reinforcement details.
7
1st
day 5. Concept of Limit State Method 5.1 Definitions and assumptions made in limit state of collapse (flexure)
2nd
day 5.2 Partial factor of safety for materials
3rd
day 5.3 Partial factor of safetyfor loads 5.4 Design loads
8
1st
day 5.5 Stres block, parameters
2nd
day 6. Singly Reinforced beam Theory and design
3rd
day singly reinforced beam by Limit State Method
9
1st
day 7. Doubly Reinforced beam Theory and design
2nd
day simply supported doubly reinforced rectangular beam Limit State Method
3rd
day 8. Behaviour of T beam inverted T beam;isolated T beam L’ beams (No Numericals)
10
1st
day 9. One Way Slab Theory and design of simply supported
2nd
day one way slab including sketches showing reinforcement details
3rd
day (plan and section) by Limit State Method
11
1st
day 10. Two Way Slab
2nd
day Theory and design of two-way simply supported slab with corners free to lift
3rd
day provisions for torsional reinforcement by Limit State
12
1st
day 11. Axially Loaded Column
2nd
day 11.1 Definition and classification of columns
3rd
day 11.2. Effective length of column
13
1st
day
11.3. Specifications for longitudinal and lateral reinforcement
2nd
day 11.3. Specifications for longitudinal and lateral reinforcement
3rd
day 11.4. Design of axially loaded square By Limit State Method
14
1st
day rectangular and circular short columns
2nd
day including sketching of reinforcement
3rd
day 12. Prestressed Concrete 12.1. Concept of pre-stressed concrete
15
1st
day 12.2. Methods of pre-stressing : pre-tensioning, post tensioning
2nd
day
post tensioning, disadvantages of prestressing
3rd
day 12.4. Losses in pre-stress
GOVERNMENT POLYTECHNIC MEHAM
LESSON PLAN
Name of the Faculty: MR. Mohd Shad, VF in Civil Engg.
Discipline: CIVIL ENGG.
Semester: 4th
Subject : SURVEYING-II
Lesson Plan Duration: 15 weeks (From January, 2019 to April, 2019)
**Work Load (Lecture/ Practical) perweek (in hours): Lectures-02, Practicals-05 per week
Week Theory Practical
1st Week
1st Day
Introduction to surveying 1st day & 2nd day
Contouring- 1. Preparing a contour plan by radial line method by the use of a Tangent Clinometer/Tachometer
2nd Day
Concept of contours, purpose of contouring,
2nd Week
1st Day
Contour interval and horizontal equivalent, factors effecting contour interval, characteristics of contours
1st day & 2nd day
2. Preparing a contour plan by method of squares
2nd Day
methods of contouring: Direct and indirect
3rd Week
1st Day
Use of stadia measurements in contour survey, interpolation of contours
1st day & 2nd day
3. Preparing a contour plan of a Road/Railway track/Canal by taking cross sections.
2nd Day
Revision and doubts
4th week
1st Day
Test 1st day & 2nd day
Theodolite: 4. Taking out the Theodilite, mounting on the tripod and placing it back in the box
2nd day
Use of contour map, Drawing cross section from a contour map; marking alignment of a road
5th week
1st Day
Railway and a canal on a contour map, computation of earth work and reservoir capacity from a contour map
1st day & 2nd day
5. Study of a transit vernier theodolite; temporary adjustments of theodolite
2nd Day
Working of a transit vernier theodolite, axes of a theodolite and their relation; temporary adjustments of a transit theodolite
GOVERNMENT POLYTECHNIC SANGHI
Mr Ajay
6th Week
1st Day
concept of transiting, swinging, face left, face right and changing face; measurement of horizontal and vertical angles
1st day & 2nd day
6. Reading the vernier and working out the least count, measurement of horizontal angles by repetition and reiteration methods
2nd Day
Prolonging a line (forward and backward) measurement of bearing of a line; traversing by included angles and deflection angle method
7th week
1st day
Revision and doubts 1st day & 2nd day
7. Measurement of vertical angles and use of tachometric tables
2nd day
Test
8th week
1st day
traversing by stadia measurement, theodolite triangulation, plotting a traverse
1st day & 2nd day
8. Measurement of
magnetic bearing of a line 2nd day
concept of coordinate and solution of omitted measurements (oneside affected)
9th week
1st day
Errors in theodolite survey and precautions taken to minimize them; limits of precision in theodolite traversing
1st day & 2nd day
9. Running a closed traverse with a theodolite (at least five sides) and its plotting 2nd
day Height of objects – accessible and non-accessible bases
10th week
1st day
Revision and doubts 1st day & 2nd day
10. Height of objects with and without accessible bases
2nd day
Test
11th week
1st day
Tachometry, Instruments to be used in tachometry, methods of tachometry, stadia system of tachometry
1st day & 2nd day
Curves:- 11. Setting out of a simple circular curve with given data by the following methods a) Offsets from the chords produced b) One theodolite method
2nd day
general principles of stadia tachometry, examples of stadia tachometry and Numerical problems.
12th week
1st day
Simple Circular Curve:- Need and definition of a simple circular curve; Elements of simple circular curve - Degree of the curve, radius of the curve, tangent length, point of intersection (Apex point), tangent point, length of curve
1st day & 2nd day
Minor instruments: 12. Demonstration and use of minor instruments like Ceylon Ghat Tracer, Tangent Clinometer, Pantagraph, Abney level etc.
2nd day
long chord deflection angle, Apex distance and Mid-ordinate. Setting out of simple circular curve:- a) By linear measurements only: - Offsets from the tangent - Successive bisection of arcs - Offsets from the chord produced b) By tangential angles using a theodolite
13th week
1st day
Transition Curve:-
Need (centrifugal force and super elevation) and definition of transition curve; requirements of transition curve
1st day &
13.Use of planimeter for computing areas
2nd day
length of transition curve for roads; by cubic parabola; calculation of offsets for a transition curve; setting out of a transition curve by tangential offsets only
2nd day
14th week
1st day
Vertical curve:- Setting out of a vertical curve
Introduction to the use of Modern Surveying equipment and techniques such as: a) EDM or Distomat b) Planimeter
1st day & 2nd day
14. Demonstration of digital instruments through field visits to Survey of India and other government agencies.
2nd day
c) Total station
d) Introduction to remote sensing, GIS and GPS 6 Minor Instruments:-
6.1. Introduction and use of minor instruments like Ceylon Ghat Tracer, Clinometer, Pantagraph, Abney Level etc.
15th week
1st day
Revision and doubts 1st day & 2nd day
15. Total Station
2nd day
Revision and doubts
GOVERNMENT POLYTECHNIC EDUCATION SOCIETY MEHAM
Name of faculty :- SANDEEP Discipline :- CIVIL ENGG. Semester :-4TH Subject :- PULIC HEALTH AND IRRIGATION ENGINEERING DRAWING Lesson plan duration :-15 weeks(JAN 2019 TO APRIL 2019) Practical-5
WEEK PRACTICAL
1st week
1st day
Cross section of standard types of open drains (circular, v shaped and -shaped) with their foundations
2nd day
Cross section of earthen ware and RCC sewer pipes
2nd week
1st day
Detailed section of floor trap and gully trap
2nd day
Detailed plan and section of a manhole
3rd week
1st day
Detailed plan and cross sections of a domestic septic tank with soak pit for 10 and 50 users
2nd day
4th week
1st day
Cross-section through the external wall of lavatories at ground and first floor showing the one and two pipe system and the connections of the lavatory to inspection chamber
2nd day
Plan of a bathroom showing positions of lavatory, bath tub, wash-basin, taps and showers
Mr Ashish
GOVERNMENT POLYTECHNIC SANGHI
5thweek 1st day
Draw sectional elevation of a two storeyed building showing details of one pipe and two pipes systems with sanitation system
2nd day
6th week
1st day
Practice of reading water supply and sanitary engineering working drawings (PWD/urban Development agencies) including hot water and cold water supply
2nd day
7th week
1st day
Detailed Layout Plan of Sewage Treatment Plant for a residential area
2nd day
8th week
1st day
Typical cross section of an unlined and lined channel in cutting, partly cutting and partly filling and fully in filling with given design data.
2nd day
9th
week
1st day
Layout plan of a canal head works
2nd day
10th
week
1st day
Draw the typical L-section of a weir
2nd day
11th
week
1st day
The X-section of an Earthen Dam i) Homogeneous ii) Zoned type iii) Diaphragm type
2nd day
12th
week
1st day
Cross section of a tube well
2nd day
13th
week
1st day
Layout and cross section of rain water harvesting system.
2nd day
14th
week
1st day
Cross sections of masonry sewers (circular and egg shaped)
2nd day
Detailed plan and section of an inspection chamber
15th
week
1st day
L-section of a channel for given data
2nd day
Effluent Treatment Plant for an industrial unit
Lesson Plan
Name of the Faculty: Sh. Ravinder Garg
Discipline: Civil
Semester: 6th
Subject: Railway, Bridges and Tunnels.
Lesson Plan: 15 week (from January, 2018 to April, 2018)
Work load (lecture/ Practical) per week (in hours): LTP5
Week Theory Practical
Lecture day Topic (Including
assignment / test)
Practical Day Topic
1st 1st Introduction to Indian
railways, factors
influencing the railway
route.
2nd Factors influencing the
railway route.
3rd Brief description of
railway survey.
4th
Classification of
permanent way
describing its
component parts.
5th Rail gauge, types and
price in India.
2nd 1st Type of rails, rail
fastenings.
CMRA GOVT POLYTECHNIC , SANGHI
Mr Prateek Malik
2nd Fish plates and bearing
plates.
3rd Functions of sleepers,
Type of sleepers.
4th Requirement of ideal
material for sleepers.
5th Functions of ballast,
Types of ballast.
3rd 1st Requirement of ideal
material for ballast.
2nd Introductions of
crossings and
signaling.
3rd Different types of
crossing and signaling
4th Latest electronic and
operated devices.
5th
Maintenance of track
and necessity.
4th 1st Inspection of soil.
2nd Track and fixtures,
maintenance.
3rd Boxing of ballast
maintenance gauges
and tools.
4th Earthwork and
drainage
5th Features of rail roads
1st Bed level and width of
formation.
5th 2nd Side slopes and drains
methods of
constructions.
3rd Requirement of
drainage system.
4th PART 2
BRIDGES
INTRODUCTION
5th
Function and
components parts of
bridges.
6th 1st Difference between
bridges and culverts
2nd Classification of bridges,
structural elements and
suitability
3rd According to life permanent and
temporary
4th According to deck, through and
semi through
5th According timber, masonry,
steel, RCC, pre-stressed
7th 1st According to structural form.
1. Grade separator ROB and
RUB.
2nd 2.Beam type-RCC, T beam
,Steel girder, plate girder, box
girder
3rd 3. Balance cantilever truss
bridges.
4th 4.Arch type, open spandrel and
filled spandrel
5th 5.Suspension types
8th 1st 6. According to the position of
HFL.
2nd IRC classification.
3rd Introduction of bridge
foundation.
4th Open foundation and pile
foundation.
5th Well Foundation
9th 1st Peers abutments and wing wall
introduction.
2nd Piers- definition, parts, types.
3rd Abutments- types definition
parts.
4td Wing walls definition type parts.
5th Launching of equipment bridges.
10th 1st Bridge bearings, purpose of
bridge bearings
2nd Types of bridge bearings
Fixed plate, rocker and roller.
3rd Maintenance of bridges
4th Inspection of steel and
equipment bridges
5th Routine maintenance
11th 1st PART 3 TUNNELS
INTRODUCTION
2nd DEFINATION AND
NECESSITY
3rd Typical section of tunnel for NH
4th Typical section for single and
double broad gauge railway
TRACK
5th Ventilation- necessity of
ventilation
12th 1st Different method of ventilation.
2nd Ventilation by blowing.
3rd Ventilation by exhausting.
4th Ventilation by combination of
blowing and exhausting.
5th Drainage method of drinking
water in tunnel.
13th 1st Lighting of tunnel.
2nd Necessity of lighting in tunnel.
3rd Method of lighting in tunnel.
NAME OF THE FACULTY: Sh. Ravinder Garg, Sr. Lecturer in Civil Engineering.
Discipline:Civil.
Semester: 6th
Subject: Quantity Surveying and Valuation.
Lesson Plan Duration 15th Weeks (From January 2018 to April 2018)
**Workload (Lecturer/Practical) per week (in hours)
Week Theory Practical
Lecture day Topic Practical day Topic
1st 1st Introduction toquantity surveying and its importance. Duties of quantity survey.
2nd Plinth Area estimate Cubic rate estimate.
3rd Estimate per unit base
4th Definition, Stage of preparation and details of measurement and calculation of quantity and abstracts.
5th Units of measurements for various items of work as per BIS 1200
2nd Ist Rules for measurement different methods of taking out
Mr ASHISH
quantities of estimation.
2nd Central line method.
3rd Long wall and short wall methods
4th Preparation of detailed estimate for small residential building with a flat roof.
5th Preparation of detailed estimate for small residential building with a pitched roof building.
3rd Ist Estimation of two rooms with WC Bath kitchen Veranda.
2nd Earth work for unlined channel.
3rd WBM and premix carpeting.
4th Single span RCC slab culvert
5th Earth work for plain and hills road.
4th Ist RCC work in beams slab, columns and lintel and foundations.
2nd User’s septic tank-10 users and 50 users.
3rd Calculation of material for Cement mortar in different proportion
4th Calculation of material for Cement concrete in different proportion.
5th Brick /stone masonry in cement mortar.
5th 1st Plastering in different proportion
2nd Pointing in different proportion
3rd White washing in different proportion
4h Painting in different proportion
5th RCC work in slab
6th 1st Beams in different proportion
2nd ANALYSIS OF RATES INTRODUCTION
3rd Steps involving in analysis of rates
4th Requirement of material
5th Labor , sundries rate analysis
7th 1st Contractors profit and overheads
2nd Analysis for finishing items
3rd Rates of material and labor as given
4th 1- Earthwork in excavation in soil
5th 2-Earthwork in filling
8th 1st 3-RCC in roof, slabs, lintel and column
2nd Brick masonry in cement mortar
3rd Cement plaster
4th Whitewashing
5th Painting
9th 1st Stone masonry in cement mortar
2nd Running and maintenance cost of equipments
3rd CONTRACTORSHIP INTODUCTION
4th Meaning of contract
5th Qualities of a good contractor
10th 1st Qualifications of a good contractor
2nd Essentials of a contract
3rd Types of contract
4th Advantages and disadvantages of a contract
5th Suitability and system of payments
11th 1st Single and two cover bids
2nd Tender, tender form and documents
3rd Tender notice
4th Submission of tender
5th Deposit earnest money and security money
12th 1st Retention money and maintenance period
2nd Classification and types of contracting firms
3rd Preparation of tender documents based on CSR
4th Introduction of schedule of rates
5th Calculation of cost based on CSR
13th 1st Detailed specification of different types of buildings works
2nd 1-from excavation in foundation
3rd 2-superstructure
4th 3-finishing operations
5th Exercise on
preparing tender documents based on the following
14th 1st 1-earthwork 2- construction of small house bases on small drawing
2nd 3-RCC works 4- pointing, painting, plastering and flooring
3rd 5-white-washing 6-distempering and painting
4th 7-wood work including polishing
5th 8-sanitry and water supply works
15th 1st 9-false ceiling, aluminum partitioning, 10-tile flooring including base course
2nd 11-construction of WBM and concrete roads
3rd Exercise on preparation of comparative statements for items rate contract
4th VALUATION Purpose, principal, definition of different terms like depreciation, scrape and salvage value, market value etc.
5th Methods of valuation Replacement cost method Rental return method.
NAME OF THE FACULTY: Shri Ravinder Garg, Sr. Lecturer in Civil Engineering.
Discipline:Civil.
Semester: 6th
Subject: Construction management and accounts
Lesson Plan Duration 15th Weeks (From January 2018 to April 2018)
**Workload (Lecturer/Practical) per week (in hours) LTP 5
Week Theory Practical
Lecture day Topic Practical day Topic
1st 1st Introduction of construction management significance.
2nd Main objectives of construction management
3rd Function of con-struction management( planning, organization
4th Staffing directing, controlling and coordinating.
5th Classification of construction into light heavy and industrial construction.
2nd Ist Stages of construction from
Mr AJAY
CMRA GOVT POLYTECHNIC , SANGHI
conception to completion.
2nd Construction planning, stages of construction (pre tender stage and contract stage).
3rd Scheduling construction works by bar chart.
4th Definition of activity, identification, preparation of bar chart.
5th Preparation of bar chart for simple construction works
3rd 1st Preparation of schedules for labor , materials and machinery
2nd Limitations of bar chart
3rd SCHEDULING BY NETWORK ANALYSIS Introduction
4th Analysis of PERT
5th Analysis of CPM
4th 1st Difference between PERT and CPM
2nd ORGANIZATION INTRODUCTION
3rd Types of organizations
4th Line, line and staff, functional and their characteristics.
5th SITE ORGANISATION INTRODUCTION
5th 1st Principal of
storing and stacking materials at site.
2nd Location of equipments
3rd Preparation of actual job layout for a building
4th Organizing labor at site
5th CONSTRUCTION LABOUR INRTRODUCTION
6th 1st METHODS OF RECORDING PROCESS
2nd Labor welfare act 1936(as amended)
3rd Payment of wages act 1936(as amended)
4th Minimum wages act 1948(as amended)
5th CONTOL OF PROCESS INTRODUCTION
7th 1st METHOD OF RECORDING PROCESS
2nd Analysis of process
3rd Taking corrective actions keeping head office informed
4th Cost time optimization for simple jobs (direct and indirect costs)
5th Variation with time and cost optimization
8th 1st IMSPECTION AND QUALITY CONTROL
INTRODUCTION
2nd Need for inspection and quality control for the following 1-earthwork 2-masonry
3rd 3-RCC 4-sanitary and water supply services
4th ACCIDENTS AND SAFETY IN CONSTRUCTIONS INTRODUCTION
5th Accidents – causes and remedied
9th 1st Safety measure for 1-Excavation work 2-Drilling and blasting
2nd 3-Hot bituminous work
3rd 4- Scaffolding , ladders , formworks
4th 5-Demolition
5th Safety campaign and safety devices
10th 1st PUBLIC WORKS DEPARTMENT INTRODUCTION
2nd TECHNICAL SANCTION, administrative approval
3rd Allotment of funds, Re appropriation Of fund bills
4th Contractor ledger, Measurement book
5th Running and final account bills
11th 1st Preparation of BOQ
2nd Completion certificate and report , hand receipt
3rd Aquittance roll, muster labor
4th Casual labor rolls duties, and responsibility of different cadres.
5th Budget stores, account of stock
12th 1st PW advances T&P
2nd VERIFICATION, survey report
3rd Road metal material charged direct to works
4th Account, expenditure and revenue report
5th Remittance and deposit head
13th 1st Definition of cash
2nd Cash book
3rd Precaution in custody of cashbook
4th Imprest account
5th Temporary advance
14th 1st Treasury challan
2nd Preparation of final bill
3rd Precautions taken during final bill
4th Account register
5th How to prepare account register
15th 1st Stock register
2nd How to preparation stock register
NAME OF THE FACULTY: Shri Ravinder Garg, Sr. Lecturer in Civil Engineering.
Discipline: Civil.
Semester: 6th
Subject: ENVIRONMENTAL ENGINEERING.
Lesson Plan Duration 15th Weeks (From January 2018 to April 2018)
**Workload (Lecturer/Practical) per week (in hours) LTP 3
Week Theory Practical
Lecture day Topic Practical day Topic
1st 1st STUDY OF importance of environmental engineering. Importance of clean environment, control of environmental pollution.
2nd Control with respect to air, land, and water. Conservation of natural resources, environmental education and awareness, sustainable development.
3rd Environment and ecology – Introduction
2nd 1st Definition, understanding of environment, ecology concept.
2nd Eco system and type of eco system
3rd Energy flow and in eco system. Food chain,
3rd Ist Ecological
Mr PRATEEK MALIK
pyramid consortium and ecological balance.
2nd WATER POLLUTION INTRODUCTION
3rd Causes of pollution in surface and underground water
4th Ist Eutrophication of lakes and its preventive measure
2nd BIS standards for water quality
3rd AIR POLLUTION INTRODUCTION
5th Ist Definition and principal air pollutants
2nd Atmospheric parameters influencing air pollution
3rd Types of air pollutants and their sources
6th 1st Effect of pollution on human beings, plants and animals
2nd Automobile pollution, BIS ambient air quality standard
3rd Measures to combat air pollution
7th 1st NOISE POLLUTION INTRODUCTION-
2nd Definition and units of measurement of noise
3rd Sources and
effects of noise pollution, effect and control
8th 1st EFFECT IF MINING BLASTING AND DEFORESTATION INTRODUCTION-
2nd ILL effects of mining , blasting on human and wild life
3rd Ill effect of deforestation on human being and wild life.
9th 1st LAND USE INTRODUCTION
2nd Effect of land use on environmental quality
3rd Land use and natural disasters
10th 1st Land slide and soil degradation problems. Soil erosion
2nd Water logging problems and preventive measures
