Overseer Syllabus PDF

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nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd o; kf7\oqmd of]hgfnfO{ b'O{ r/0fdf ljefhg ul/Psf] 5 M k|yd r/0f M— lnlvt k/LIff (Written Examination) k"0ff{Í M— @)) låtLo r/0f M- cGtjf{tf{ (Interview) k"0ff{Í M— #) k/LIff of]hgf (Examination Scheme) k|yd r/0f M lnlvt k/LIff (Written Examination) k"0ff{Í M— @)) kq ljifo k"0ff{Í ptL{0ff{Í k/LIff k|0ffnL k|Zg;+Vof ×cÍ ;do ;fdfGo 1fg / ;fj{hlgs Joj:yfkg (General Awareness @) k|Zg @ cÍ & Public j:t'ut ax'j}slNks k|Zg $% k|yd 100 40 Management) (Objective) (MCQs) ldg]6 ;]jf ;DalGwt sfo{–1fg (Job Based - #) k|Zg @ cÍ knowledge) ;]jf ;DalGwt sfo{–1fg 5f]6f] pQ/ !@ k|Zg × % cÍ @ 306f låtLo (Job Based - 100 40 ljifout (Short Answer) !% (Subjective) nfdf] pQ/ knowledge) (Long Answer) $ k|Zg ×!) cÍ ldg]6 låtLo r/0f M cGtjf{tf{ (Interview) k"0ff{Í M— #) kq ÷ljifo k"0ff{Í ptL{0ff{Í k/LIff k|0ffnL cGtjf{tf{ (Interview) 30 df}lvs (Oral) b|i6Jo M 1. of] kf7\oqmdsf] of]hgfnfO{ k|yd r/0f / låtLo r/0f u/L b'O{ r/0fdf ljefhg ul/Psf] 5. 2. lnlvt k/LIffsf] k|Zgkqsf] dfWod efiff kf7\oqmdsf] ljifoj:t' h'g efiffdf lbOPsf] 5 ;f]xL efiffsf] cfwf/df g]kfnL jf c+u|]hL dWo] s'g} Ps dfq efiff x'g]5. t/ ljifoj:t'nfO{ :ki6 ug'{kg]{ cj:yfdf b'j} efiff ;d]t k|of]u ;lsg] 5. 3. lnlvt k/LIffsf] dfWod efiff g]kfnL jf c+u|]hL cyjf g]kfnL / c+u|]hL b'j} x'g]5. 4. k|yd kq / låtLo kqsf] lnlvt k/LIff 5'§f5'§} x'g]5. t/ Ps}lbgdf k/LIff lnOg]5. 5. j:t'ut ax'j}slNks (Multiple Choice) k|Zgsf] unt pQ/ lbPdf k|To]s unt pQ/ afkt @) k|ltzt cÍ s§f ul/g]5. t/ pQ/ glbPdf To; afkt cÍ lbOg] 5}g / cÍ s§f klg ul/g] 5}g. 6. j:t'ut ax'j}slNks x'g] k/LIffdf k/LIffyL{n] pQ/ n]Vbf c+u|]hL 7"nf] cIf/x? (Capital letters): A, B, C, D df n]Vg'kg]{5. ;fgf] cIf/x¿ (Small letters): a, b, c, d n]v]sf] jf cGo s'g} ;ª\s]t u/]sf] eP ;a} pQ/k'l:tsf /2 x'g]5. 7. ax'j}slNks k|Zg x'g] k/LIffdf s'g} k|sf/sf] SofNs'n]6/ (Calculator) k|of]u ug{ kfOg] 5}g. 8. ljifout k|Zgx?sf] xsdf tf]lsPsf] c+ssf] Pp6f nfdf] k|Zg jf Pp6} k|Zgsf b'O{ jf b'O{eGbf a9L efu (Two or more parts of a single question) jf Pp6f k|Zg cGtu{t b'O{ jf a9L l6Kk0fLx¿ (Short notes) ;f]Wg ;lsg] 5. 9. ljifout k|Zg x'g]sf xsdf k|To]s v08sf nflu 5'§f5'§} pQ/k'l:tsfx¿ x'g]5g\. kl/IffyL{n] k|To]s v08sf k|Zgsf] pQ/ ;f]xLv08sf] pQ/k'l:tsfdf n]Vg'kg]{5. 10. k/LIffdf ;f]lwg] k|Zg;+Vof, cª\s / cª\sef/ oyf;Dej ;DalGwt kq÷ljifodf lbOP cg';f/ x'g]5. PSC/Page 1  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 11. o; kf7\oqmd of]hgf cGtu{tsf kq÷ljifosf ljifoj:t''df h];'s} n]lvPsf] eP tfklg kf7\oqmddf k/]sf sfg"g, P]g, lgod tyf gLltx¿ k/LIffsf] ldlt eGbf # dlxgf cufl8 -;+zf]wg ePsf jf ;+zf]wg eO{ x6fO{Psf jf yk u/L ;+zf]wg eO{_ sfod /x]sfnfO{ o; kf7\oqmddf k/]sf] ;Demg'' kb{5. 12. k|yd r/0fsf] k/LIffaf6 5gf]6 ePsf pDd]bjf/nfO{ dfq låtLo r/0fsf] k/LIffdf ;lDdlnt u/fOg]5. 13. o; eGbf cufl8 nfu" ePsf] dfly pNn]lvt ;]jf, ;d"xsf] kf7\oqmd vf/]h ul/Psf] 5. 14. kf7\oqmd nfu" ldlt M – @)*)÷!)÷@@ PSC/Page 2  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd k|yd kq (Paper I) :- ;fdfGo 1fg / ;fj{hlgs Joj:yfkg tyf ;]jf ;DalGwt sfo{–1fg efu (Part I ) : ;fdfGo 1fg / ;fj{hlgs Joj:yfkg (General Awareness and Public Management) v08 (Section - A) : -!) k|Zg @ cÍ = @) cª\s_ 1. ;fdfGo 1fg (General Awareness) 1.1 g]kfnsf] ef}uf]lns cj:yf, k|fs[lts ;|f]t / ;fwgx¿ 1.2 g]kfnsf] P]ltxfl;s, ;f+:s[lts / ;fdflhs cj:yf ;DjGwL hfgsf/L 1.3 g]kfnsf] cfly{s cj:yf / rfn' cfjlBs of]hgf ;DjGwL hfgsf/L 1.4 h}ljs ljljwtf, lbuf] ljsf;, jftfj/0f, k|b'if0f, hnjfo' kl/jt{g / hg;+Vof Joj:yfkg 1.5 dfgj hLjgdf k|ToIf k|efj kfg]{ lj1fg / k|ljlwsf dxTjk"0f{ pknlAwx¿ 1.6 hg:jf:Yo, /f]u, vfB / kf]if0f ;DaGwL ;fdfGo hfgsf/L 1.7 g]kfnsf] ;+ljwfg -efu ! b]lv % ;Dd / cg';"rLx¿_ 1.8 ;+o'Qm /fi6«;+3 / o;sf ljlzi6Ls[t ;+:yf ;DjGwL hfgsf/L 1.9 If]qLo ;+u7g -;fs{, lad:6]s, cfl;ofg / o'/f]lkog ;+3_ ;DjGwL hfgsf/L 1.10 /fli6«o / cGt/f{li6«o dxTjsf ;d;fdlos ultljlwx¿ v08 (Section - B) : -!) k|Zg @ cÍ = @) cª\s_ 2. ;fj{hlgs Joj:yfkg (Public Management) 2.1 sfof{no Joj:yfkg (Office Management) 2.1.1 sfof{no (Office) : kl/ro, dxTj, sfo{ / k|sf/ 2.1.2 ;xfos sd{rf/Lsf sfo{ / u'0fx? 2.1.3 sfof{no ;|f]t ;fwg (Office Resources): kl/ro / k|sf/ 2.1.4 sfof{nodf ;~rf/sf] dxTj, lsl;d / ;fwg 2.1.5 sfof{no sfo{ljlw (Office Procedure) : kq Jojxf/ (Correspondence), btf{ / rnfgL (Registration & Dispatch), kmfOlnª (Filing), kl/kq (Circular), tf]s cfb]z (Order), l6Kk0fL n]vg / l6Kk0fL tof/ kfbf{ Wofg lbg'kg]{ s'/fx¿ 2.1.6 clen]v Joj:yfkg (Record Management) 2.2 lghfdtL ;]jf P]g / lgodfjnLdf ePsf b]xfosf Joj:yfx¿ 2.2.1 lghfdtL ;]jfsf] u7g, ;+u7g ;+/rgf, kbk"lt{ ug]{ tl/sf / k|lqmofx¿ 2.2.2 sd{rf/Lsf] lgo'lQm, ;?jf, a9'jf, labf, ljefuLo ;hfo / cjsfz 2.2.3 sd{rf/Ln] kfng ug'{kg]{ cfr/0f, g}lts bfloTj / st{Jox¿ 2.3 ;+3Lo dfldnf tyf ;fdfGo k|zf;g dGqfno ;DaGwL hfgsf/L 2.4 ;+j}wflgs lgsfo ;DaGwL hfgsf/L 2.5 ;/sf/L ah]6, n]vf / n]vfk/LIf0f k|0ffnL ;DaGwL ;fdfGo hfgsf/L 2.6 ;fj{hlgs ;]jf k|jfxsf] cy{, ;]jf k|jfx ug]{ lgsfo, tl/sf / dfWodx¿ 2.7 dfgj clwsf/, ;'zf;g / ;"rgfsf] xs ;DjGwL ;fdfGo hfgsf/L 2.8 ;fj{hlgs a8fkq (Public Charter) 2.9 Joj:yfkgsf] cjwf/0ff tyf ;fj{hlgs Joj:yfkgdf lgb]{zg, lgoGq0f, ;dGjo, lg0f{o k|lqmof, pTk|]/0ff / g]t[Tj ;DjGwL hfgsf/L 2.10 dfgjLo d"No dfGotf (Human Values), gful/s st{Jo / bfloTj tyf cg'zf;g PSC/Page 3  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd efu (Part II ) :- ;]jf ;DalGwt sfo{–1fg (Job Based - Knowledge) -#) k|Zg @ cÍ = ^) cª\s_ 1. Surveying 1.1 General 1.1.1 Classifications 1.1.2 Principle of surveying 1.1.3 Selection of suitable method 1.1.4 Scales, plans and maps 1.1.5 Entry into survey field books and level books 1.2 Levelling 1.2.1 Methods of levelling 1.2.2 Levelling instruments and accessories 1.2.3 Principles of levelling 1.3 Plane Tabling 1.3.1 Equipments required 1.3.2 Methods of palne tabling 1.3.3 Two and three point problems 1.4 Theodolite and Traverse surveying 1.4.1 Basic difference between different theodolites 1.4.2 Temporary adjustments of theodolites 1.4.3 Fundamental lines and desired relations 1.4.4 Tacheometry: stadia method 1.4.5 Trigonometrical levelling 1.4.6 Checks in closed traverse 1.5 Contouring 1.5.1 Characteristics of contour lines 1.5.2 Method of locating contours 1.5.3 Contour plotting 1.6 Setting Out 1.6.1 Small buildings 1.6.2 Simple curves 2. Construction Materials 2.1 Stone 2.1.1 Formation and availability of stones in Nepal 2.1.2 Methods of laying and construction with various stones 2.2 Cement 2.2.1 Different cements: Ingredients, properties and manufacture 2.2.2 Storage and transport 2.2.3 Admixtures 2.3 Clay and Clay Products 2.3.1 Brick: type, manufacture, laying, bonds 2.4 Paints and Varnishes 2.4.1 Type and selection 2.4.2 Preparation techniques 2.4.3 Use 2.5 Bitumen 2.5.1 Type PSC/Page 4  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 2.5.2 Selection 2.5.3 Use 3. Mechanics of Materials and Structures 3.1 Mechanics of Materials 3.1.1 Internal effects of loading 3.1.2 Ultimate strength and working stress of materials 3.2 Mechanics of Beams 3.2.1 Shear force and bending moment 3.2.2 Thrust, shear and bending moment diagrams for statically determinate beams under various types of loading 3.3 Simple Strut Theory 4. Hydraulics 4.1 General 4.1.1 Properties of fluid: mass, weight, specific weight, density, specific volume, specific gravity, viscosity 4.1.2 Pressure and Pascal's law 4.2 Hydro-Kinematics and Hydro-Dynamics 4.2.1 Energy of flowing liquid: Kinetic energy, potential energy, internal energy 4.3 Measurement of Discharge 4.3.1 Weirs and notches 4.3.2 Discharge formulas 4.4 Flows 4.4.1Characteristics of pipe flow and open channel flow 5. Soil Mechanics 5.1 General 5.1.1 Soil types and classification 5.1.2 Three phase system of soil 5.1.3 Unit Weight of soil mass: bulk density, saturated density, submerged density and dry density 5.1.4 Interrelationship between specific gravity, void ratio, porosity, degree of saturation, percentage of air voids air content and density index 5.2 Soil Water Relation 5.2.1 Terzaghi's principle of effective stress 5.2.2 Darcy's law 5.2.3 Factors affecting permeability 5.3 Compaction of soil 5.3.1 Factors affecting soil compaction 5.3.2 Optimum moisture content 5.3.3 Relation between dry density and moisture content 5.4 Shear Strength of Soils 5.4.1 Mohr-Coulomb failure theory 5.4.2 Cohesion and angle of internal friction 5.5 Earth Pressures 5.5.1 Active and passive earth pressures 5.5.2 Lateral earth pressure theory 5.5.3 Rankine's earth pressure theory 5.6 Foundation Engineering PSC/Page 5  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 5.6.1 Terzaghi's general bearing capacity formulas and their application 6. Structural Design 6.1 R.C. Sections in Bending 6.1.1 Under reinforced, over reinforced and balanced sections 6.1.2 Analysis of single and double reinforced rectangular sections 6.2 Shear and Bond for R.C. Sections 6.2.1 Shear resistance of a R.C. section 6.2.2 Types of Shear reinforcement and their design 6.2.3 Determination of anchorage length 6.3 Axially Loaded R.C. Columns 6.3.1 Short and long columns 6.3.2 Design of a rectangular column section 6.4 Design and Drafting of R.C. Structures 6.4.1 Singly and doubly reinforced rectangular beams 6.4.2 Simple one-way and two-way slabs 6.4.3 Axially loaded short and long columns 7. Building Construction Technology 7.1 Foundations 7.1.1 Subsoil exploration 7.1.2 Type and suitability of different foundations: Shallow, deep 7.1.3 Shoring and dewatering 7.1.4 Design of simple brick or stone masonry foundations 7.2 Walls 7.2.1 Type of walls and their functions 7.2.2 Choosing wall thickness, Height to length relation 7.2.3 Use of scaffolding 7.3 Damp Proofing 7.3.1 Source of Dampness 7.3.2 Remedial measures to prevent dampness 7.4 Concrete Technology 7.4.1 Constituents of cement concrete 7.4.2 Grading of aggregates 7.4.3 Concrete mixes 7.4.4 Water cement ratio 7.4.5 Factors affecting strength of concrete 7.4.6 Form work 7.4.7 Curing 7.5 Wood work 7.5.1 Frame and shutters of door and window 7.5.2 Timber construction of upper floors 7.5.3 Design and construction of stairs 7.6 Flooring and Finishing 7.6.1 Floor finishes: brick, concrete, flagstone 7.6.2 Plastering 8. Water Supply and Sanitation Engineering 8.1 General 8.1.1 Objectives of water supply system PSC/Page 6  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 8.1.2 Source of water and its selection: gravity and art esian springs, shallow and deep wells; infiltration galleries. 8.2 Gravity Water Supply System 8.2.1 Design period 8.2.2 Determination of daily water demand 8.2.3 Determination of storage tank capacity 8.2.4 Selection of pipe 8.2.5 Pipe line design and hydraulic grade line 8.3 Design of Sewer 8.3.1 Quantity of sanitary sewage 8.3.2 Maximum, Minimum and self cleaning velocity 8.4 Excreta Disposal and Unsewered Area 8.4.1 Pit latrine 8.4.2 Design of septic tank 9. Irrigation Engineering 9.1 General 9.1.1 Advantages and Disadvantages of irrigation 9.2 Crop Water Requirement 9.2.1 Crop season and crop water requirement for principal crops 9.2.2 Duty delta and base period 9.3 Irrigation Canals 9.3.1 Canal losses and their minimization 9.3.2 Maximum and minimum velocities 9.3.3 Design of irrigation canal section using Manning's formula 9.3.4 Need and location of weir/barrage 9.3.5 Head works for small canals 10. Highway Engineering 10.1 General 10.1.1 Introduction to transportation systems 10.1.2 Historic development of roads in Nepal 10.1.3 Classification of road in Nepal 10.1.4 Basic requirements of road alignment 10.2 Geometric Design 10.2.1 Basic design control and criteria for design 10.2.2 Elements of cross section, typical cross-section for all roads in filling and cutting 10.2.3 Camber 10.2.4 Determination of radius of horizontal curves 10.2.5 Super elevation 10.2.6 Sight distances 10.2.7 Gradient 10.2.8 Use of Nepal Road Standard and subsequent revision in road design 10.3 Drainage System 10.3.1 Importance of drainage system and requirements of a good drainage system 10.4 Road Pavement 10.4.1 Pavement structure and its components: subgrade, sub-base, base and surface courses 10.5 Road Machineries PSC/Page 7  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 10.5.1 Earth moving and compacting machines 10.6 Road Construction Technology 10.7 Bridge 10.7.1 T-beam bride 10.7.2 Timber bridges 10.8 Road Maintenance and Repair 10.8.1 Type of maintenance Works 10.9 Tracks and Trails 11. Estimating and Costing 11.1 General 11.1.1 Main items of work 11.1.2 Units of measurement and payment of various items of work and material 11.1.3 Standard estimate formats of government offices 11.2 Rate Analysis 11.2.1 Basic general knowledge on the use of rate analysis norms of Government of Nepal and approved district rates 11.3 Specifications 11.3.1 Interpretation of specifications 11.4 Valuation 11.4.1 Methods of valuation 11.4.2 Basic general knowledge of standard formats used by commercial banks and NIDC for valuation 12. Construction Management 12.1 Organization 12.1.1 Need for organization 12.1.2 Responsibilities of a civil sub-engineer 12.1.3 Relation between Owner, Contractor and Engineer 12.2 Site Management 12.2.1 Preparation of site plan 12.2.2 Organizing labor 12.2.3 Measures to improve labor efficiency 12.2.4 Accident prevention 12.3 Contract Procedure 12.3.1 Contracts 12.3.2 Force account and day- works 12.3.3 Types of contracts 12.3.4 Tender and tender notice 12.3.5 Bid security 12.3.6 Preparation before inviting tender 12.3.7 Agreement 12.3.8 Conditions of contract 12.3.9 Construction supervision 12.4 Accounts 12.4.1 Administrative approval and technical sanction 12.4.2 Familiarity with standard account keeping formats used in governmental organizations 12.4.3 Muster roll PSC/Page 8  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 12.4.4 Completion report 12.5 Planning and Control 12.5.1 Construction schedule 12.5.2 Equipment and materials schedule 12.5.3 Construction stages and operations 12.5.4 Bar chart 13. Airport Engineering 13.1 General 13.1.1 Introduction to Air Transport System 13.1.2 Historic development of Airports in Nepal 13.1.3 Classification of Airports 13.1.4 Airport terminologies 13.2 Design 13.2.1 Basic design control and criteria for design 13.2.2 General items contained in ANNEX 14 (ICAO Publication) 13.2.3 Planning of Airport and its elements 13.2.4 Terminal Building and Control Tower 13.2.5 Drainage System 13.2.6 Geometric design, pavement structure and its component 13.2.7 Basic knowledge of Heliport and Hangers 13.3 Airport Maintenance 13.3.1 Types of maintenance 13.3.2 Methods of maintenance k|yd kqsf] nflu oyf;Dej lgDgfg';f/ k|Zgx¿ ;f]lwg] 5. k|yd kq -j:t'ut_ efu v08 ljifoa:t' k/LIff k|0ffnL cÍef/ k|Zg ;+Vof × cÍ ;fdfGo 1fg @) (A) (General Awareness) !) k|Zg × @ cÍ = @) I ;fj{hlgs Joj:yfkg ax'j}slNks @) (B) (Public Management) !) k|Zg × @ cÍ = @) k|Zg (MCQs) ;]jf ;DalGwt sfo{–1fg ^) II - (Job Based -knowledge) #) k|Zg × @ cÍ = ^) k|yd kqsf] efu (Part II) ;]jf ;DalGwt sfo{–1fg (Job based -knowledge) sf] kf7\oqmdsf OsfO{af6 k/LIffdf oyf;Dej b]xfo adf]lhd k|Zgx¿ ;f]lwg] 5. OsfO{ 1 2 3 4 5 6 7 8 9 10 11 12 13 k|Zg ;+Vof 3 3 3 3 2 2 2 2 2 2 2 2 2 PSC/Page 9  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd låtLo kq (Paper II) :- ;]jf ;DalGwt sfo{–1fg (Job Based -Knowledge) v08 (Section) (A) : - %) cª\s 1. Surveying 1.1 General 1.1.1 Classifications 1.1.2 Principle of surveying 1.1.3 Selection of suitable method 1.1.4 Scales, plans and maps 1.1.5 Entry into survey field books and level books 1.2 Levelling 1.2.1 Methods of levelling 1.2.2 Levelling instruments and accessories 1.2.3 Principles of levelling 1.3 Plane Tabling 1.3.1 Equipments required 1.3.2 Methods of palne tabling 1.3.3 Two and three point problems 1.4 Theodolite and Traverse surveying 1.4.1 Basic difference between different theodolites 1.4.2 Temporary adjustments of theodolites 1.4.3 Fundamental lines and desired relations 1.4.4 Tacheometry: stadia method 1.4.5 Trigonometrical levelling 1.4.6 Checks in closed traverse 1.5 Contouring 1.5.1 Characteristics of contour lines 1.5.2 Method of locating contours 1.5.3 Contour plotting 1.6 Setting Out 1.6.1 Small buildings 1.6.2 Simple curves 2. Construction Materials 2.1 Stone 2.1.1 Formation and availability of stones in Nepal 2.1.2 Methods of laying and construction with various stones 2.2 Cement 2.2.1 Different cements: Ingredients, properties and manufacture 2.2.2 Storage and transport 2.2.3 Admixtures 2.3 Clay and Clay Products 2.3.1 Brick: type, manufacture, laying, bonds 2.4 Paints and Varnishes 2.4.1 Type and selection 2.4.2 Preparation techniques 2.4.3 Use 2.5 Bitumen 2.5.1 Type PSC/Page 10  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 2.5.2 Selection 2.5.3 Use 3. Mechanics of Materials and Structures 3.1 Mechanics of Materials 3.1.1 Internal effects of loading 3.1.2 Ultimate strength and working stress of materials 3.2 Mechanics of Beams 3.2.1 Shear force and bending moment 3.2.2 Thrust, shear and bending moment diagrams for statically determinate beams under various types of loading 3.3 Simple Strut Theory 4. Hydraulics 4.1 General 4.1.1 Properties of fluid: mass, weight, specific weight, density, specific volume, specific gravity, viscosity 4.1.2 Pressure and Pascal's law 4.2 Hydro-Kinematics and Hydro-Dynamics 4.2.1 Energy of flowing liquid: Kinetic energy, potential energy, internal energy 4.3 Measurement of Discharge 4.3.1 Weirs and notches 4.3.2 Discharge formulas 4.4 Flows 4.4.1Characteristics of pipe flow and open channel flow 5. Soil Mechanics 5.1 General 5.1.1 Soil types and classification 5.1.2 Three phase system of soil 5.1.3 Unit Weight of soil mass: bulk density, saturated density, submerged density and dry density 5.1.4 Interrelationship between specific gravity, void ratio, porosity, degree of saturation, percentage of air voids air content and density index 5.2 Soil Water Relation 5.2.1 Terzaghi's principle of effective stress 5.2.2 Darcy's law 5.2.3 Factors affecting permeability 5.3 Compaction of soil 5.3.1 Factors affecting soil compaction 5.3.2 Optimum moisture content 5.3.3 Relation between dry density and moisture content 5.4 Shear Strength of Soils 5.4.1 Mohr-Coulomb failure theory 5.4.2 Cohesion and angle of internal friction 5.5 Earth Pressures 5.5.1 Active and passive earth pressures 5.5.2 Lateral earth pressure theory 5.5.3 Rankine's earth pressure theory 5.6 Foundation Engineering PSC/Page 11  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 5.6.1 Terzaghi's general bearing capacity formulas and their application 6. Structural Design 6.1 R.C. Sections in Bending 6.1.1 Under reinforced, over reinforced and balanced sections 6.1.2 Analysis of single and double reinforced rectangular sections 6.2 Shear and Bond for R.C. Sections 6.2.1 Shear resistance of a R.C. section 6.2.2 Types of Shear reinforcement and their design 6.2.3 Determination of anchorage length 6.3 Axially Loaded R.C. Columns 6.3.1 Short and long columns 6.3.2 Design of a rectangular column section 6.4 Design and Drafting of R.C. Structures 6.4.1 Singly and doubly reinforced rectangular beams 6.4.2 Simple one-way and two-way slabs 6.4.3 Axially loaded short and long columns v08 (Section) (B) : - %) cª\s 7. Building Construction Technology 7.1 Foundations 7.1.1 Subsoil exploration 7.1.2 Type and suitability of different foundations: Shallow, deep 7.1.3 Shoring and dewatering 7.1.4 Design of simple brick or stone masonry foundations 7.2 Walls 7.2.1 Type of walls and their functions 7.2.2 Choosing wall thickness, Height to length relation 7.2.3 Use of scaffolding 7.3 Damp Proofing 7.3.1 Source of Dampness 7.3.2 Remedial measures to prevent dampness 7.4 Concrete Technology 7.4.1 Constituents of cement concrete 7.4.2 Grading of aggregates 7.4.3 Concrete mixes 7.4.4 Water cement ratio 7.4.5 Factors affecting strength of concrete 7.4.6 Form work 7.4.7 Curing 7.5 Wood work 7.5.1 Frame and shutters of door and window 7.5.2 Timber construction of upper flo ors 7.5.3 Design and construction of stairs 7.6 Flooring and Finishing 7.6.1 Floor finishes: brick, concrete, flagstone 7.6.2 Plastering PSC/Page 12  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 8. Water Supply and Sanitation Engineering 8.1 General 8.1.1 Objectives of water supply system 8.1.2 Source of water and its selection: gravity and art esian springs, shallow and deep wells; infiltration galleries. 8.2 Gravity Water Supply System 8.2.1 Design period 8.2.2 Determination of daily water demand 8.2.3 Determination of storage tank capacity 8.2.4 Selection of pipe 8.2.5 Pipe line design and hydraulic grade line 8.3 Design of Sewer 8.3.1 Quantity of sanitary sewage 8.3.2 Maximum, Minimum and self cleaning velocity 8.4 Excreta Disposal and Unsewered Area 8.4.1 Pit latrine 8.4.2 Design of septic tank 9. Irrigation Engineering 9.1 General 9.1.1 Advantages and Disadvantages of irrigation 9.2 Crop Water Requirement 9.2.1 Crop season and crop water requirement for principal crops 9.2.2 Duty delta and base period 9.3 Irrigation Canals 9.3.1 Canal losses and their minimization 9.3.2 Maximum and minimum velocities 9.3.3 Design of irrigation canal section using Manning's formula 9.3.4 Need and location of weir/barrage 9.3.5 Head works for small canals 10. Highway Engineering 10.1 General 10.1.1 Introduction to transportation systems 10.1.2 Historic development of roads in Nepal 10.1.3 Classification of road in Nepal 10.1.4 Basic requirements of road alignment 10.2 Geometric Design 10.2.1 Basic design control and criteria for design 10.2.2 Elements of cross section, typical cross-section for all roads in filling and cutting 10.2.3 Camber 10.2.4 Determination of radius of horizontal curves 10.2.5 Super elevation 10.2.6 Sight distances 10.2.7 Gradient 10.2.8 Use of Nepal Road Standard and subsequent revision in road design 10.3 Drainage System 10.3.1 Importance of drainage system and requirements of a good drainage system 10.4 Road Pavement PSC/Page 13  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 10.4.1 Pavement structure and its components: subgrade, sub-base, base and surface courses 10.5 Road Machineries 10.5.1 Earth moving and compacting machines 10.6 Road Construction Technology 10.7 Bridge 10.7.1 T-beam bride 10.7.2 Timber bridges 10.8 Road Maintenance and Repair 10.8.1 Type of maintenance Works 10.9 Tracks and Trails 11. Estimating and Costing 11.1 General 11.1.1 Main items of work 11.1.2 Units of measurement and payment of various items of work and material 11.1.3 Standard estimate formats of government offices 11.2 Rate Analysis 11.2.1 Basic general knowledge on the use of rate analysis norms of Government of Nepal and approved district rates 11.3 Specifications 11.3.1 Interpretation of specifications 11.4 Valuation 11.4.1 Methods of valuation 11.4.2 Basic general knowledge of standard formats used by commercial banks and NIDC for valuation 12. Construction Management 12.1 Organization 12.1.1 Need for organization 12.1.2 Responsibilities of a civil sub-engineer 12.1.3 Relation between Owner, Contractor and Engineer 12.2 Site Management 12.2.1 Preparation of site plan 12.2.2 Organizing labor 12.2.3 Measures to improve labor efficiency 12.2.4 Accident prevention 12.3 Contract Procedure 12.3.1 Contracts 12.3.2 Force account and day- works 12.3.3 Types of contracts 12.3.4 Tender and tender notice 12.3.5 Bid security 12.3.6 Preparation before inviting tender 12.3.7 Agreement 12.3.8 Conditions of contract 12.3.9 Construction supervision 12.4 Accounts 12.4.1 Administrative approval and technical sanction PSC/Page 14  nf]s ;]jf cfof]u g]kfn Ol~hlgol/Ë ;]jf, l;len ;d"x cGtu{tsf hg/n, xfO{j], :ofgL6/L, Ol/u]zg, xfO8|«f]kfj/, xfO8|«f]nf]hL / Po/kf]6{ pk–;d'x, /fhkq cg+lst k|yd >]0fLsf kbx?sf] v'nf k|ltof]lutfTds k/LIffsf] kf7\oqmd 12.4.2 Familiarity with standard account keeping formats used in governmental organizations 12.4.3 Muster roll 12.4.4 Completion report 12.5 Planning and Control 12.5.1 Construction schedule 12.5.2 Equipment and materials schedule 12.5.3 Construction stages and operations 12.5.4 Bar chart 13. Airport Engineering 13.1 General 13.1.1 Introduction to Air Transport System 13.1.2 Historic development of Airports in Nepal 13.1.3 Classification of Airports 13.1.4 Airport terminologies 13.2 Design 13.2.1 Basic design control and criteria for design 13.2.2 General items contained in ANNEX 14 (ICAO Publication) 13.2.3 Planning of Airport and its elements 13.2.4 Terminal Building and Control Tower 13.2.5 Drainage System 13.2.6 Geometric design, pavement structure and its component 13.2.7 Basic knowledge of Heliport and Hangers 13.3 Airport Maintenance 13.3.1 Types of maintenance 13.3.2 Methods of maintenance låtLo kqsf] nflu oyf;Dej lgDgfg';f/ k|Zgx¿ ;f]lwg]5. låtLo kq -ljifout_ kq ljifo v08 cÍef/ 5f]6f] pQ/ nfdf] pQ/ (A) %) ^ k|Zg × % cÍ = #) @ k|Zg × !) cÍ = @) låtLo ;] jf ;DalGwt sfo{–1fg (Job Based-Knowledge) (B) %) ^ k|Zg × % cÍ = #) @ k|Zg × !) cÍ = @) PSC/Page 15