State Public Service Commission, Bagmati Province
GK IQ Loksewa Plus
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GK IQ Lok
Syllabus of Open Competitive Examination for the post of General, Highway, Sanitary, Irrigation, Hydropower and Hydrology Sub-Group, Fifth Level, Sub-Engineer under Engineering Services, Civil Group
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 Equipment required
1.3.2 Methods of plane 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
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 E n e r g y o f f l o w i n g l i q u i d : K i n e t i c e n e r g y, p o t e n t i a l e n e r g y, i n
t e r n a l 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
5.6.1 Terzaghi's general bearing capacity formulas and their application
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