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Chapter 5 of 5

Building Planning & Construction Practices

In the DSSSB JE Civil syllabus under Basic Civil Engineering · 2 parts

📑 Contents (18 sections)

Part 1 of 2

Building Planning, Orientation & Bye-laws

Last reviewed 16 Sept 2026 · Facts as of 16 Sept 2026 · 11 min read

Principles of building planning

Principle Meaning
Aspect Arrangement of doors and windows in external walls so that rooms receive natural light, air, sunshine and view according to their use (e.g. morning sun in kitchen, cool light in study)
Prospect The view from the building and the impression the building creates from outside — windows placed to enjoy good views and conceal undesirable ones
Privacy External privacy — from neighbours and streets (placement of openings, boundary walls, screens); internal privacy — between rooms (bedrooms and toilets not visible from living or entrance areas; door positions)
Grouping Arranging rooms according to functional relationships — e.g. kitchen near dining; toilets near bedrooms; entrance leading to living room
Roominess Getting the maximum usefulness from a given area — proper proportions (length to breadth ratio commonly about 1.2 to 1.5), avoiding waste and awkward corners
Furniture requirements Room sizes and door/window positions planned to accommodate required furniture with movement space
Sanitation Adequate lighting, ventilation, cleanliness and sanitary conveniences; damp-free, hygienic spaces
Flexibility Rooms that can serve more than one purpose or be adapted in future
Circulation Horizontal (passages, corridors, lobbies) and vertical (stairs, lifts, ramps) movement — short, direct, independent access to rooms without passing through others; circulation areas kept economical
Elegance Pleasing appearance — proportion, symmetry, materials, elevation treatment
Economy Minimum cost consistent with function — compact plans, standard sizes, local materials, phased construction
Practical considerations Strength, stability, durability, maintenance, services and future expansion

Site selection for a residential building

  • Good locality — pleasant surroundings, security, neighbourhood facilities (schools, hospitals, markets, transport).
  • Level, well-drained land above flood level; not low-lying or filled-up ground.
  • Good soil with adequate bearing capacity; low water table.
  • Access to roads and availability of services — water supply, sewerage, electricity, telecommunication.
  • Open surroundings — good light, ventilation and view; away from noise, smoke and industrial pollution.
  • Legal aspects — clear title, permitted land use under the master plan, bye-laws.
  • Cost of land and development.

Orientation of buildings

Orientation is the placement of the building with respect to the sun path and prevailing winds to achieve thermal comfort, natural lighting and ventilation.

Sun and heat

  • In India (northern hemisphere, tropical to sub-tropical latitudes), the sun is mostly in the southern sky, rising in the east and setting in the west.
  • East and west walls receive intense low-angle morning and afternoon sun that is difficult to shade — so longer walls are preferably oriented to face north and south, with the shorter walls facing east and west.
  • South-facing openings can be shaded effectively by horizontal overhangs (chajjas) in summer while admitting low winter sun; north light is diffuse and glare-free (studios, workshops).
  • Service areas (stairs, toilets, stores) can be placed on the west as buffer zones in hot climates.

Wind and ventilation

  • Openings placed to catch the prevailing breeze (in many parts of India, south-westerly winds in summer and monsoon), with inlets on the windward side and outlets on the leeward side (cross-ventilation); outlet area preferably equal to or greater than inlet area.
  • Building oriented within about 30–45° of the wind direction still achieves good cross-ventilation.

Shading devices

Horizontal devices (chajjas, overhangs) — effective for south openings; vertical devices (fins) — effective for east and west when combined with horizontal elements (egg-crate); louvers, jaalis, verandahs, trees and pergolas.

Climatic zones of India (for building design)

Climate Design strategies (typical)
Hot and dry Compact plans, courtyards, thick walls with thermal mass, small openings, light-coloured surfaces, shading, evaporative cooling
Warm and humid Maximum cross-ventilation, open plans, large shaded openings, lightweight construction with low thermal mass, raised floors, wide overhangs
Composite Combination of strategies for hot–dry summers, humid monsoon and cool winters — adjustable shading and ventilation, insulation
Temperate Moderate shading and ventilation
Cold (cloudy or sunny) Compact form, insulation, south-facing glazing for solar heat gain, air-tightness, thermal mass for heat storage

Functional planning of residential buildings

  • Zoning — living zone (drawing, dining, verandah), sleeping zone (bedrooms, dressing, toilets) and service zone (kitchen, store, utility, washing, toilets) — with appropriate relationships and privacy.
  • Room relationships — entrance → living → dining → kitchen; bedrooms with attached or nearby toilets; kitchen near the back entrance/utility.
  • Circulation — minimise corridor areas while providing independent access.
  • Services — plumbing grouped (kitchen and toilets vertically aligned in multi-storey buildings), electrical layout, drainage.
  • Types of residential buildings — detached, semi-detached, row (terraced) houses, flats/apartments (walk-up and high-rise).

Building bye-laws and regulations

Building bye-laws are rules framed by local authorities (municipal corporations, development authorities) to regulate building construction for health, safety, convenience and orderly urban development.

Objectives

  • Ensure structural safety and fire safety.
  • Provide adequate light, ventilation and sanitation.
  • Prevent overcrowding and haphazard development; protect neighbours' rights to light and air.
  • Maintain the planned character of areas (land use, density, heights).
  • Provide parking, access and services; accessibility for persons with disabilities.

National references include the National Building Code of India (SP 7), BIS codes, the Model Building Bye-Laws (MBBL, 2016) issued by the Town and Country Planning Organisation, and state or city-specific bye-laws (e.g. unified bye-laws of large cities). Actual values vary by authority and are revised periodically.

Typical controls

Control Description
Floor area ratio (FAR) / floor space index (FSI) Total built-up floor area on all floors ÷ plot area — controls density and intensity of development
Ground coverage Built-up area at ground level as a percentage of plot area — controls open space
Setbacks (open spaces) Minimum distances of the building from front, rear and side plot boundaries — light, air, fire access
Building line and control line Lines along roads beyond which construction is not permitted
Height of building Limited with respect to road width, setbacks, zone (and airport/heritage restrictions); high-rise buildings need additional fire and structural requirements
Minimum sizes of rooms Commonly prescribed in model bye-laws — e.g. a habitable room of about 9.5 m² with minimum width about 2.4 m; kitchen about 5.0 m² with width about 1.8 m; bathroom about 1.8 m² (width about 1.2 m); WC about 1.1 m² (width about 0.9 m)
Minimum heights Habitable rooms commonly about 2.75 m clear height (lower heights permitted for bathrooms, WCs, passages, stores — about 2.1–2.2 m)
Lighting and ventilation Openings (windows, ventilators) commonly not less than about one-tenth of the floor area of habitable rooms (often one-sixth in hot climates as per some regulations); no part of a room too far from an opening
Plinth height Minimum height of ground floor above the adjoining ground/road level (commonly about 0.45 m or more) — protection from dampness and flooding
Staircases Minimum widths depending on building type; limits on risers (maximum height) and treads (minimum width), headroom, handrails; number of staircases and fire escapes for tall buildings
Parking Minimum car/two-wheeler parking spaces per dwelling unit or per floor area
Accessibility Ramps (commonly with a gradient not steeper than about 1 in 12), accessible toilets, lifts, signage — as per harmonised accessibility guidelines
Fire safety Fire exits, fire-resistant construction, firefighting installations — per fire authority norms and NBC Part IV
Services and sanitation Water supply, drainage, rainwater harvesting, solid waste storage, septic tanks where sewers are absent
Structural safety and seismic design Compliance with IS codes (loads, earthquake, wind) and certification by qualified engineers

Part 2 of 2

Construction Practices — Setting Out, Excavation, Shoring & Underpinning

Last reviewed 16 Sept 2026 · 9 min read

Site preparation and setting out

  1. Site investigation — soil exploration, water table, existing services, access.
  2. Site clearance — removal of vegetation, debris and topsoil; demolition of old structures.
  3. Levelling and grading; provision of temporary drainage, access roads, stores, water and power.
  4. Temporary benchmark (TBM) established near the site.
  5. Setting out of foundations — baseline from the site plan; centre lines of walls or column grids set out with tape, theodolite or total station; right angles by 3-4-5 method; diagonals checked; profile boards fixed outside the excavation to preserve lines; trench widths marked with lime/chalk powder (see Setting Out of Works).

Excavation

Methods and equipment

  • Manual excavation — pickaxes, spades, crowbars, baskets — small works, restricted spaces, near services.
  • Mechanical excavation:
Equipment Use
Hydraulic excavator (backhoe) Trenches and pits below machine level, loading trucks
Face shovel Excavating above track level (cuts, quarries)
Dragline Large, loose or wet excavations below level, long reach
Clamshell Deep, confined vertical excavations (wells, shafts)
Bulldozer Pushing and spreading earth, clearing, short-haul
Scraper Excavating, hauling and spreading over medium distances
Loader (front-end/wheel loader) Loading loose material
Grader Fine levelling and shaping
Trenchers Narrow continuous trenches for pipes and cables
  • Excavation in rock — rock breakers (hydraulic hammers), controlled blasting, chemical expansive agents where blasting is not permitted.

Stability of excavation sides

Trench sides may collapse because of soil weight, water, vibration, surcharge from spoil and equipment. Protection by:

  • Sloping the sides to a safe angle (depending on soil) or benching (steps).
  • Timbering (shoring of trenches) or proprietary trench boxes and hydraulic shoring.
  • Keeping spoil and equipment away from the edge.
  • Dewatering where the water table is high.

Excavations deeper than about 1.5 m generally require protective measures and safe access (ladders), barricading and lighting.

Timbering of trenches

System Soil condition Arrangement
Stay bracing Firm soil, moderate depth Vertical sheeting planks (poling boards) placed opposite each other at intervals and held apart by horizontal struts
Box sheeting Loose soil, moderate depth Vertical sheeting boards placed close together, held by horizontal walings and struts — forming a box
Vertical sheeting Deep trenches in soft soil Box sheeting installed in stages (with offsets/steps as depth increases)
Runner system Very loose soils (running sand) Long vertical runners (thick planks with pointed ends) driven ahead of excavation, supported by walings and struts
Sheet piling Very soft/waterlogged soils, deep and wide excavations Steel (or timber/concrete) sheet piles driven before excavation, interlocking to resist earth and water pressure, supported by walings and struts or anchors

Components: sheeting/poling boards (vertical planks against soil), walings/wales (horizontal members), struts (horizontal compression members across the trench), wedges, puncheons (short vertical props between walings).

Dewatering (control of groundwater)

Method Description / suitability
Open sump pumping Water collected in sumps and pumped out — shallow excavations, cohesive or coarse soils with modest inflow
Well point system Closely spaced small-diameter wells (well points) connected to a header pipe and vacuum pump — lowers water table in sands and gravels, a few metres per stage (multi-stage for deeper lowering)
Deep well system Large-diameter wells with submersible pumps around the excavation — deep lowering in permeable soils
Electro-osmosis Electric current drives water towards cathode wells — silts and fine soils of low permeability
Grouting Cement, clay or chemical grouts injected to reduce permeability (and strengthen)
Freezing Ground frozen by circulating refrigerants — very difficult waterlogged ground (temporary)
Cut-off walls Sheet piles, diaphragm walls, secant piles to exclude water

Shoring

Shoring is the construction of temporary supports to structures (walls, buildings) that are unsafe or require support during repairs, alterations, adjacent excavation or underpinning.

Type Arrangement Use
Raking (inclined) shores Inclined members (rakers) with their upper ends against a wall plate fixed to the wall (with needles and cleats), and lower ends on a sole plate bedded on the ground; bracing between rakers Support walls that tend to bulge or lean outward; common for walls of damaged or adjacent buildings. Rakers are commonly inclined at about 60–70° to the horizontal (not flatter than about 45° or steeper than about 75°)
Flying (horizontal) shores Horizontal struts spanning between two parallel walls, with wall plates, needles and inclined struts (straining pieces) When an intermediate building is demolished and rebuilt between two existing buildings
Dead (vertical) shores Horizontal needles passed through holes in the wall and supported on vertical props on both sides, with sole plates Support the upper part of a wall while its lower portion or foundation is removed/rebuilt, or openings are made

Underpinning

Underpinning is the process of strengthening, deepening or extending the foundations of an existing structure.

Purposes

  • Foundations have settled or are inadequate (weak soil, deterioration).
  • Deeper excavation adjacent to the building (new basement or foundations nearby).
  • Increased loads (additional storeys, change of use).
  • Creating a basement below an existing building.
  • Repairing damage from subsidence, tree roots or leaking drains.

Methods

Method Description
Pit (mass concrete) method The wall is supported (by needles and dead shores if needed); short sections (pits) of foundation are excavated below the existing footing and filled with new foundation concrete, working in alternate bays so that the wall is never unsupported over a long length
Pile method Piles installed along both sides of the wall; needles or pile caps (beams) pass through the wall to transfer loads to the piles
Cantilever needle and pile method Piles on one side only (where access is restricted), with cantilevered needle beams
Mini-piles / micro-piles Small-diameter bored and grouted piles drilled through or alongside existing foundations — minimal disturbance, restricted access
Jack piling Precast pile segments jacked down using the weight of the structure as reaction
Grouting and ground improvement Cement, chemical or jet grouting to strengthen soil below foundations
Beam and base / raft underpinning New reinforced concrete beams or rafts transferring loads to new bases

Precautions: survey and monitor the building (cracks, levels); provide shoring; work in short sections; avoid undermining; ensure new foundations are well bonded (dry pack/grout between old and new).

Demolition

  • Planning: structural survey, disconnection of services, safety and environmental measures (dust, noise), permits.
  • Methods: manual (top-down, element by element), mechanical (excavators with breakers, crushers, wrecking balls, high-reach machines), controlled implosion (explosives — tall structures in open surroundings), diamond wire and wall sawing (precise cutting).
  • Sequence: generally reverse of construction — non-structural elements first, then roof and floors from top downward.
  • Waste management: segregation and recycling of concrete, steel, bricks, timber (construction and demolition waste rules).

Construction equipment

Category Equipment
Earthmoving Excavators, shovels, draglines, clamshells, bulldozers, scrapers, loaders, graders, dumpers/tippers
Compaction Smooth-wheeled, sheep-foot, pneumatic-tyred and vibratory rollers, plate compactors, rammers
Hoisting Tower cranes, mobile cranes, crawler cranes, derricks, hoists, winches, gantry cranes
Concrete equipment Batching and mixing plants, drum mixers, transit mixers, concrete pumps (boom and line), vibrators, power trowels
Piling equipment Pile drivers (drop hammers, diesel and hydraulic hammers, vibratory hammers), rotary piling rigs
Pavement equipment Hot mix plants, pavers, slip-form pavers, bitumen distributors
Tunnelling Tunnel boring machines, drill jumbos, muck loaders
FormulaOutput of an excavator (approximate)

= bucket capacity (m³); = bucket fill factor; = job efficiency factor (e.g. working minutes per hour ÷ 60); = cycle time (seconds).

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