IS 1200 – Part 2 (Methods of Measurement of Building and Civil Engineering Works – Concrete Works)

Published by: Bureau of Indian Standards (BIS)
Scope:
This part specifies the method of measurement for plain and reinforced cement concrete works (excluding precast, prestressed, and special concretes which are covered separately).


1. Scope

  • Applies to all concrete works in building and civil engineering (plain & reinforced).
  • Covers measurement of cast-in-situ concrete, formwork, centering, shuttering, finishing, and reinforcement (though reinforcement is usually covered in Part 5, steel).

2. Units of Measurement

  • Concrete works (PCC, RCC): measured in cubic metres (m³).
  • Formwork (shuttering/centering): measured in square metres (m²).
  • Finish to exposed concrete surfaces (fair face finish, bush hammering, etc.): measured in square metres (m²).

3. Classification of Concrete

1. Based on Ingredients & Composition

  1. Plain Cement Concrete (PCC)
    • Definition: Concrete made with cement, sand, and coarse aggregates without reinforcement.
    • Use: Levelling courses, bedding for foundations, flooring underlayers.
    • Example: PCC 1:4:8 under footing.
    • Measurement: Measured in cubic metres (m³) — deductions for openings >0.1 m².
  2. Reinforced Cement Concrete (RCC)
    • Definition: Concrete with steel reinforcement bars, wires, or mesh to take tensile stresses.
    • Use: Slabs, beams, columns, foundations, retaining walls.
    • Example: RCC M25 for beam-slab construction.
    • Measurement: Concrete and reinforcement measured separately (as per IS 1200, reinforcement is excluded from RCC volume).
  3. Prestressed Concrete
    • Definition: Concrete in which steel tendons are stressed before or after casting to counteract tensile stresses.
    • Use: Bridges, flyovers, long-span beams, precast members.
    • Example: Pre-tensioned beams, PSC girders.
    • Measurement: Generally by volume; tendons/wires measured separately.

2. Based on Grade of Concrete

  • Nominal Mix Concrete (for small works, non-structural)
    • M5, M7.5, M10, M15, M20 (cement:sand:aggregate in fixed proportion).
    • Example: M10 for PCC bed, M15 for flooring.
  • Design Mix Concrete (for structural & large works, mix designed in lab)
    • M25, M30, M35, M40 and above.
    • Example: M25 for residential slabs, M35 for bridges, M50+ for high-rise.

3. Based on Density

  1. Lightweight Concrete
    • Density: 300–1800 kg/m³.
    • Made with lightweight aggregates (pumice, cinder, expanded clay).
    • Used for non-load-bearing walls, insulation.
  2. Normal Weight Concrete
    • Density: 2200–2600 kg/m³.
    • Made with natural aggregates (crushed stone, gravel).
    • Used for most structural works (slabs, beams, columns).
  3. Heavyweight Concrete
    • Density: 3000–5000 kg/m³.
    • Made with barytes, hematite, or steel chips.
    • Used in nuclear plants, radiation shielding.

4. Based on Purpose & Application

  • Mass Concrete – Foundations, dams, retaining walls.
  • Structural Concrete – Beams, slabs, columns, frames.
  • Decorative Concrete – Exposed finish, terrazzo, stamped concrete.
  • High-Performance Concrete (HPC) – High strength, durability, self-compacting (SCC), fibre-reinforced.

5. Based on Method of Placement

  • In-situ Concrete – Cast in place at site.
  • Precast Concrete – Cast at factory/yards and transported.
  • Precast Prestressed Concrete – Used for bridges, sleepers, panels.

6. Based on Measurement Considerations

  • Concrete in Foundation/Footings – Measured separately from superstructure.
  • Concrete in Superstructure – RCC in slabs, beams, columns measured by volume.
  • Deductions:
    • For openings >0.1 m².
    • For columns, walls, pipes, and other embedded items

4. Method of Measurement

1. Units of Measurement

  • Concrete → measured in cubic metre (m³).
  • Precast concrete units → measured by number, length, area, or volume as specified.
  • Reinforcement steel → measured separately by weight (kg/tonne).
  • Formwork → measured separately by area (m²).

2. Classification of Concrete for Measurement

Concrete works are classified and measured separately under headings like:

  1. Plain Cement Concrete (PCC)
    • In foundations, flooring, bedding, etc.
  2. Reinforced Cement Concrete (RCC)
    • In footings, beams, slabs, columns, walls, etc.
  3. Prestressed Concrete
    • In girders, precast units, bridges.
  4. Special Concrete
    • Light-weight, high-density, self-compacting, mass concrete.

Each type should be measured separately, with grade/strength clearly stated (M15, M25, etc.).


3. Method of Measurement – General Rules

  1. Dimensions should be taken from drawings or as executed, correct to nearest 0.01 m (10 mm).
  2. Volume should be worked out in cubic metres, correct to 0.01 m³.
  3. No deductions are made for:
    • Openings ≤ 0.1 m² in area.
    • Volume of reinforcement, embedded fixtures, conduits.
    • Construction joints.
  4. Deductions must be made for:
    • Openings > 0.1 m².
    • Pipes, ducts, and other voids larger than 100 mm in cross-section.

4. PCC (Plain Cement Concrete) Measurement

  • Measured in m³ separately under headings such as:
    • Foundation bed.
    • Flooring bed.
    • Levelling course.
  • Thickness and area clearly stated in BOQ.
  • Example entry:
    • PCC 1:4:8 (M7.5) in foundation bed – m³.

5. RCC (Reinforced Cement Concrete) Measurement

  • RCC measured in m³, excluding steel reinforcement.
  • Formwork measured separately in m².
  • Reinforcement measured separately in weight (kg/tonne).
  • RCC classified by location:
    • RCC in footings.
    • RCC in beams.
    • RCC in slabs.
    • RCC in columns.
    • RCC in lintels/chajjas/staircases.

Note:

  • Volume worked out from outer dimensions.
  • Deductions made for large openings/voids.
  • Steel not deducted (volume negligible).

6. Precast Concrete Measurement

  • Measured as per unit specified:
    • By number (e.g., kerb stones).
    • By length (e.g., pipes).
    • By area (e.g., paving tiles).
    • By volume (e.g., blocks).
  • Handling, hoisting, fixing, jointing are included.

7. Prestressed Concrete

  • Concrete volume measured separately in m³.
  • Prestressing steel measured by weight (kg/tonne).
  • Anchors, ducts, sheathing, grouting, etc., measured separately.

8. Formwork

  • Measured in m² (area in contact with concrete).
  • Classified separately for:
    • Foundations.
    • Columns.
    • Slabs/soffits.
    • Beams/sides.
    • Staircases.
  • Reuse not considered – each use is measured fresh.

9. Reinforcement Steel

  • Measured separately in kg/tonne.
  • Length measured, converted to weight using IS steel tables (dia × length × unit weight).
  • Laps, hooks, bends included.
  • Wastage allowed (usually 2–5%).

10. Special Considerations

  1. Mass Concrete (e.g., dams, retaining walls):
    • Measured separately, classification noted.
  2. High-Strength / Light-Weight / Heavy-Weight Concrete:
    • Classified & measured separately, with grade.
  3. Finishes (Trowel finish, sand finish, exposed aggregate):
    • Included in rate, unless specified separately.

11. Example BOQ Items

  • PCC 1:4:8 (M7.5) in foundation bed – .
  • RCC M25 in beams, excluding formwork & reinforcement – .
  • Formwork to beam sides – .
  • HYSD reinforcement steel – kg.
  • Precast RCC cover slab – number.

✅ In summary:

  • Concrete volume → measured in m³ (excluding steel).
  • Formwork → measured in m².
  • Steel reinforcement → measured in kg/tonne.
  • Openings ≤0.1 m² → ignored.
  • Openings >0.1 m² → deducted.

    5. Deductions

    • Deductions to be made for:
      • Openings/voids > 0.1 m² in concrete.
      • Volume of pipes, ducts, or recesses > 0.02 m³.
    • No deduction for small embedded items (holdfasts, pipes <100 mm diameter).

    6. Centering & Shuttering (Formwork)

    • Formwork is measured separately from concrete.
    • Classification:
      • Vertical surfaces (columns, walls, beams sides).
      • Horizontal surfaces (slabs, soffits, etc.).
      • Curved surfaces.

    7. Key Notes

    • Reinforcement steel (RCC bars) is measured separately under IS 1200 Part 5.
    • Concrete volume is always net in place after deductions.
    • Mortar or plaster finish over concrete is not included — measured separately under plastering.
    • Precast items are excluded here, covered in Part 9 (Precast Concrete).

    8. Key Takeaways

    • Concrete = m³, Formwork = m².
    • Classify by grade/mix/location.
    • Deductions for large voids only.
    • Formwork always measured separately.
    • Special finishes on concrete also measured separately.

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