IS 1200 Part 51982AI Search Enabled✦ AI Generated

Method of measurement of building and civil engineering works, Part 5: formwork

IS 1200 Part 5 (1982) specifies the standardized method for measuring formwork in building and civil engineering projects. It provides clear guidelines for quantifying various types of formwork surfaces, including foundations, walls, slabs, beams, and specialized structures, ensuring uniformity in measurement practices. This standard is essential for engineers, contractors, and quantity surveyors involved in estimating, planning, and billing formwork works separately in construction projects.

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Methods of Measurement of Works of Civil EngineeringCategory
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What This Standard Covers

IS 1200 Part 5 (1982) specifies the standardized method for measuring formwork in building and civil engineering projects. It provides clear guidelines for quantifying various types of formwork surfaces, including foundations, walls, slabs, beams, and specialized structures, ensuring uniformity in measurement practices. This standard is essential for engineers, contractors, and quantity surveyors involved in estimating, planning, and billing formwork works separately in construction projects.

Who Uses This Standard

  • Civil Engineers
  • Quantity Surveyors
  • Construction Contractors
  • Project Managers
  • Cost Estimators
  • Structural Engineers
  • Building Inspectors

Key Topics Covered

Measurement units and decimal system
Classification of formwork types
Measurement of formwork surfaces in square metres
Booking and recording dimensions
Measurement of formwork for foundations, walls, slabs, beams, columns
Handling formwork with lining or coatings
Measurement of small features and moulded edges
Measurement stages relative to ground/datum levels
Description and inclusion of related labor and handling
Bills of quantities preparation
Rounding off measurement values
Separate measurement of formwork left in place

Table of Contents

1Scope

IS 1200 Part 5 - Scope Summary for Formwork Measurement

Scope (Clause 1.1):

  • Covers the method of measurement of formwork when measured separately in building and civil engineering works.

Key Specifications (Clause 3.1):

Formwork measurement includes:

  • Edges, notchings, overlaps, sheathing battens, strutting, bolting, nailing, wedging, easing, striking, removal
  • All supports (struts, braces, wedges, mud sills, piles)
  • Fasteners like bolts, wire ties, clamps, nails
  • Working scaffolds, ladders, gangways
  • Filleting for stop-chamfered edges or splayed angles (max 20 mm wide)
  • Temporary openings for pouring, vibrating, cleaning
  • Dressing with oil to prevent adhesion
  • Raking or circular cutting

Measurement Rules (Clause 6.6):

  • Formwork to secondary beams measured up to sides of main beams; no deduction at intersections.
  • Formwork to beams measured up to sides of columns; no deduction at beam-column intersections.

Summary Table of Included Items

ItemIncluded in Measurement?
Splayed edges & notchingsYes
Supports & strutsYes
Bolts, wire ties, clampsYes
Working scaffolds & laddersYes
Filleting (≤ 20 mm wide)Yes
Temporary openingsYes
Dressing with oilYes
Raking or circular cuttingYes

This ensures complete and consistent measurement of formwork including all ancillary components and temporary works as per IS 1200 Part 5.

flowchart TD
    A[Formwork Measurement] --> B[Edges, Notchings, Overlaps]
    A --> C[Supports & Struts]
    A --> D[Fasteners (Bolts, Nails)]
    A --> E[Scaffolds & Ladders]
    A --> F[Filleting ≤ 20 mm]
    A --> G[Temporary Openings]
    A --> H[Dressing with Oil]
    A --> I[Raking & Circular Cutting]
2General Rules

IS 1200 Part 5 - General Rules for Measurement of Formwork

Key Specifications & Rules

  • Scope (Clause 1.1): Covers method of measurement of formwork when measured separately.

  • Work to be Measured Separately (Clause 2.5):

    • Work in or under water
    • Work in liquid mud
    • Work in or under foul positions
    • Work interrupted by tides
  • Formwork Includes (Clause 3.1):

    • Splayed edges, notchings, overlaps, sheathing battens, strutting, bolting, nailing, wedging, easing, striking, removal
    • Supports: struts, braces, wedges, mud sills, piles
    • Fasteners: bolts, wire ties, clamps, spreaders, nails
    • Working scaffolds, ladders, gangways
    • Filleting for stop-chamfered edges or splayed external angles ≤ 20 mm wide
    • Temporary openings for pouring, vibrating, cleaning
    • Dressing with oil to prevent adhesion
    • Raking or circular cutting
  • Measurement Rules (Clause 6.6):

    • Formwork for secondary beams measured up to main beam sides; no deduction at intersections
    • Formwork for beams measured up to column sides; no deduction at beam-column intersections

Rounding Off Rules

  • Numerical values are to be rounded off as per the revised rules (not detailed here).

Summary Table: Formwork Components Included

ComponentIncluded in Measurement?
Edges, notchings, overlapsYes
Supports (struts, sills)Yes
Fasteners (bolts, nails)Yes
Scaffolds, laddersYes
Filleting ≤ 20 mm wideYes
Temporary openingsYes
Dressing with oilYes
Raking/circular cuttingYes

flowchart TD
    A[Formwork Measurement] --> B[Include Edges, Notchings, Overlaps]
    A --> C[Include Supports & Fasteners]
    A --> D[Include Scaffolds & Ladders]
    A --> E[Include Filleting ≤ 20mm]
    A
3Description of Formwork

IS 1200 Part 5: Description of Formwork - Key Points

1. Components of Formwork (Clause 3.1)

  • Edges & joints: Splayed edges, notchings, overlaps, sheathing battens.
  • Supports: Struts, braces, wedges, mud sills, piles.
  • Fasteners: Bolts, wire ties, clamps, nails.
  • Access: Scaffolds, ladders, gangways.
  • Filleting: Stop-chamfered edges or splayed angles ≤ 20 mm wide.
  • Temporary openings: For pouring, vibrating, cleaning.
  • Surface treatment: Dressing with oil to prevent concrete adhesion.
  • Cutting: Raking or circular cutting for shaping.

2. Measurement of Formwork (Clause 6.1 & 2.7)

  • Unit: Measured in square metres (m²) of actual surface in contact with concrete.
  • Stages: Separate measurement for:
    • Below ground/datum level.
    • Above ground/datum level.
  • Note: Ground datum level must be specified.

Summary Table: Formwork Elements & Specifications

ElementSpecification/Details
Edges & jointsSplayed, notched, overlaps allowed
SupportsStruts, braces, wedges, mud sills, piles
FastenersBolts, wire ties, clamps, nails
AccessWorking scaffolds, ladders, gangways
FilletingChamfered edges ≤ 20 mm wide
Temporary openingsFor pouring, vibrator insertion, cleaning
Surface treatmentOil dressing to prevent adhesion
MeasurementActual surface area in contact with concrete

flowchart TD
    A[Formwork] --> B[Edges & Joints]
    A --> C[Supports & Bracing]
    A --> D[Fasteners]
    A --> E[Access & Scaffolds]
    A --> F[Filleting & Chamfers]
    A --> G[Temporary Openings]
    A --> H[Surface Treatment]
    A --> I[Measurement in m²]

This concise framework ensures formwork is safe, functional, and measurable per IS 1200 Part 5 guidelines.

4Classification of Formwork

Classification of Formwork (IS 1200 Part 5)

Key Clauses:

  • Clause 3.1: Formwork includes sheathing, supports, fasteners, scaffolds, filleting, openings, dressing with oil, and cutting.

  • Clause 4.1: Types of formwork by contact surface:

    • a) Wrought (planed/sawn timber)
    • b) Tongued & grooved boards
    • c) Plywood lining
    • d) Special lining for smooth/decorative finish
    • e) Steel sheeting/tubing
    • f) Slip form technique (extrusion process)
  • Clause 5.1: Classification by formwork location/type for measurement:

Classification TypeNotes
a) Foundation, footings, basesIncludes mass concrete
b) Flat surfacesSoffits of floors/roofs; thickness noted if >200mm
c) Vertical surfacesWalls, partitions, pilasters, buttresses
d) Sloping/battering surfacesInclination ≤30° (underside only), >30° (underside measured)
e) Cylindrical shellsRadius <3m or ≥3m
f) Waffle/ribbed slabsInclined bottom surfaces
g) Dormer vaults/shell roofsCurved surfaces both directions
h) Beams, girders, lintelsDepth ≥1m measured separately
i) Columns, piers, postsShape-wise measurement
j) Edges of slabs/wallsMeasured in running meters if <200mm width
k) Cornices, mouldingsIncluded
l) Small surfacesCantilever ends, brackets, pilaster bases
m) StaircasesSloping/stepped soffits excluding landings
n) Spiral staircasesIncluded
o) Chimneys, shaftsIncluded
p) Elevated water reservoirsIncluded
q) Well steiningIncluded

Summary Table of Formwork Types by Contact Surface

Formwork TypeDescription
Wrought formwork
5Measurement Units and Booking of Dimensions

IS 1200 Part 5: Measurement Units and Booking of Dimensions

Key Specifications:

  • Booking Sequence (Clause 2.2):
    Dimensions must be booked consistently in the order:
    Length → Breadth/Width → Height/Depth/Thickness

  • Measurement Precision (Clause 2.4.1):
    All dimensions are measured to the nearest 0.01 m (1 cm).

  • Scope (Clause 1.1):
    Applies specifically to the measurement of formwork when measured separately.

General Guidelines:

  • Measurement is critical from initial estimates to final payment.
  • Uniformity in measurement methods is encouraged to avoid ambiguity.
  • Measurement systems should align with administrative and financial frameworks but maintain technical consistency.

Summary Table for Booking Dimensions

Dimension OrderDescriptionUnitPrecision
1Lengthmeters (m)0.01 m
2Breadth / Widthmeters (m)0.01 m
3Height / Depth / Thicknessmeters (m)0.01 m
flowchart LR
    A[Length] --> B[Breadth/Width]
    B --> C[Height/Depth/Thickness]

This ensures clarity and uniformity in recording dimensions for civil engineering works, especially formwork.

6Method of Measurement

IS 1200 Part 5: Method of Measurement for Formwork

Key Points:

  • Scope: Covers measurement of formwork when measured separately.
  • Purpose: Ensures uniformity and clarity in measurement for planning, execution, and payment.
  • Importance: Standardizes measurement to avoid ambiguities among agencies.

General Specifications:

  • Measurement should include surface area of formwork in contact with concrete.
  • Includes all faces of formwork, including soffits, sides, and ends.
  • Deductions for openings like door/window reveals are generally made.
  • Measurement is usually in square meters (m²).

Typical Measurement Formula:

[ \text{Formwork area} = \sum (\text{length} \times \text{height or width of each face}) ]

Measurement Rules:

  • Include all edges and returns.
  • Include formwork for columns, beams, slabs, walls separately.
  • Thickness of formwork is not measured, only surface area.
  • Allow for laps and joints as per site conditions.

Example Table: Formwork Measurement Units

ElementUnit of MeasurementRemarks
SlabArea of soffit face only
BeamAll exposed faces
ColumnPerimeter × height
WallBoth sides if formwork on both

flowchart LR
    A[Start: Identify Formwork Element] --> B[Measure Length & Height]
    B --> C[Calculate Surface Area (L × H)]
    C --> D{Multiple Faces?}
    D -- Yes --> E[Sum all faces]
    D -- No --> F[Use single face area]
    E --> G[Subtract openings if applicable]
    F --> G
    G --> H[Record measurement in m²]
    H --> I[Use for cost estimation/payment]

This method ensures clarity and uniformity in formwork measurement as per IS 1200 Part 5.

7Measurement in Stages

IS 1200 Part 5: Measurement in Stages (Formwork)

Key Points from Clause 2.7:

  • Work is measured in convenient stages based on height or depth:
    • Below ground/datum level
    • Above ground/datum level
  • The ground datum level must always be specified.

Measurement Guidelines:

  • Dimensions must be recorded to the nearest 0.01 m (Clause 2.4.1).
  • Separate measurement for formwork is covered (Clause 1.1).
  • Staged measurement helps track progress and payment accurately.

Typical Measurement Table Format (Example):

StageHeight/Depth Range (m)DescriptionQuantity (m² or m³)
Stage 10 to -2 (Below datum)Excavation/Formwork belowX
Stage 20 to +3 (Above datum)Plinth/Formwork aboveY
Stage 3+3 to +6Superstructure formworkZ

Summary:

  • Always specify the datum level.
  • Measure work below and above datum separately.
  • Use nearest 0.01 m for dimensions.
  • Staged measurement ensures clarity in progress and payments.
flowchart TD
    A[Start Measurement] --> B{Is work below or above datum?}
    B -->|Below| C[Measure depth, record stage]
    B -->|Above| D[Measure height, record stage]
    C --> E[Specify datum level]
    D --> E
    E --> F[Record dimensions to 0.01 m]
    F --> G[Calculate quantities per stage]
    G --> H[Use for progress/payment]

This approach aligns with IS 1200 Part 5 for clear, standardized measurement in civil works.

8Bills of Quantities

IS 1200 Part 5 - Bills of Quantities & Formwork Measurement

Key Points from IS 1200 Part 5 (1982):

  • Bills of Quantities must:
    • Fully describe materials and workmanship.
    • Accurately represent the work to be executed (Clause 2.6).

Formwork Classification & Measurement (Clause 5.1):

Type of FormworkMeasurement Notes
a) Foundations, footings, basesMeasured separately
b) Flat surfaces (floor soffits)Thickness > 200mm measured separately
c) Vertical surfaces (walls, plinth)Includes pilasters, buttresses, string courses
d) Sloping surfacesInclination ≤ 30° (only underside area measured)
Inclination > 30° (only underside area measured)
f) Cylindrical shellsRadius < 3m or ≥ 3m, underside area measured
g) Waffle/ribbed slabsBottom inclined surface shuttering measured
h) Vaults, shell roofsOnly underside area measured
j) Beams, girders (≥ 1m deep)Sides and soffits measured separately
k) Columns, piers, postsMeasured by shape (square, circular, etc.)
m) Edges of slabs/walls (< 200mm)Measured in running meters
n) Cornices, mouldingsMeasured as per shape and size
p) Small surfaces (brackets, ends)Included with edges and bases
q) Chhajjas, corbels, weather shadesIncluded with edges
r) Staircases (sloping/stepped)Includes risers and stringers, excludes landings
s) Spiral staircasesMeasured separately
t) Chimneys, shaftsMeasured as per surface area
u) Elevated water reservoirsMeasured as per surface area
v) Well steiningMeasured as per surface area

General Measurement Rules:

  • Surface areas are generally measured in square meters (m²).
9Rounding Off and Final Values

IS 1200 Part 5 - Rounding Off and Final Values

  • Rounding Off Rule (Clause 0.5):
    Final measured or calculated values must be rounded off per IS 2:1960 (Rules for rounding off numerical values).

    • Retain the same number of significant places as the specified value in the standard.
    • Example: If a dimension is specified as 2.50 m, round off your measurement to 2 decimal places.
  • Measurement Precision (Clause 2.4.2):

    • Areas should be calculated and recorded to the nearest 0.01 m².
  • Work Measured Separately (Clause 2.5):
    Work under special conditions must be measured separately:

    • In or under water
    • In liquid mud
    • In foul positions
    • Interrupted by tides

Summary Table for Rounding (as per IS 2:1960)

Last Digit to RetainNext DigitAction
0-4AnyLeave as is
5Followed by non-zero digitsRound up last digit by 1
5Followed by zerosRound to nearest even digit

Example:

If specified value = 12.30 m, measured = 12.345 m → rounded value = 12.30 m (2 decimal places).

flowchart TD
    A[Measured/Calculated Value] --> B{Compare with Specified Value's decimals}
    B -- Equal decimals --> C[Round off according to IS 2:1960]
    B -- More decimals --> D[Truncate to specified decimals]
    C --> E[Final Rounded Value]
    D --> E

This ensures consistency and compliance in measurements and reporting.

10Special Cases and Additional Instructions

IS 1200 Part 5 — Special Cases & Additional Instructions for Formwork Measurement

Key Specifications:

  • Formwork includes:
    • Splayed edges, overlaps, notches, sheathing battens, strutting, bolting, nailing, wedging, easing, striking, removal.
    • All supports (struts, braces, wedges, mud sills, piles).
    • Bolts, wire ties, clamps, nails, spreaders.
    • Working scaffolds, ladders, gangways.
    • Filleting for stop-chamfered edges or splayed external angles ≤ 20 mm wide.
    • Temporary openings for pouring, vibrating, cleaning.
    • Dressing with oil to prevent adhesion.
    • Raking or circular cutting.

Measurement Rules (Clause 6.6):

  • Formwork for secondary beams measured up to main beam sides; no deduction at intersections.
  • Formwork for beams measured up to column sides; no deduction at beam-column intersections.

Special Conditions (Clause 2.5):

  • Measure work separately if executed:
    • In/under water
    • In liquid mud
    • In foul positions
    • Interrupted by tides

Measurement Formula (Conceptual):

[ \text{Formwork Area} = \sum (\text{Surface area of formwork including allowances}) ]

  • Include all edges, openings, supports as per above.
  • No deductions at intersections.

Summary Table for Formwork Measurement:

ItemInclusion in Measurement
Splayed edges & overlapsIncluded
Supports & bracesIncluded
Bolts, ties, nailsIncluded
Temporary openingsIncluded
Filleting (≤ 20 mm)Included
Intersections (beams/columns)No deduction
Special conditionsMeasured separately

flowchart TD
    A[Formwork Components] --> B[Splayed edges, overlaps]
    A --> C[Supports, struts, braces]
    A --> D[Bolts, wire ties, nails]
    A --> E[Temporary openings]
    A --> F[Filleting ≤ 20 mm]
    B & C & D & E & F --> G[Measurement Area]
    G --> H[Include

Popular Questions About IS 1200 Part 5

?How should formwork surfaces be measured according to IS 1200 Part 5?

According to IS 1200 Part 5 (1982), formwork surfaces should be measured as follows:

  • Measurement Unit: In square metres of the actual surface area in contact with concrete or other materials.
  • Classification: Measure formwork separately by type (Clause 5.1), e.g.:
    • Foundation, footings, bases
    • Flat soffits (floors, roofs); if floor thickness > 200 mm, state thickness separately
    • Vertical surfaces (walls, partitions)
    • Sloping surfaces (inclination ≤ 30° or > 30°; only underside area measured)
    • Cylindrical shells (radius < 3 m or ≥ 3 m)
    • Beams, columns, edges, cornices, staircases, chimneys, etc.
  • Small features (like cantilever ends, brackets) are enumerated rather than area-measured.
  • Formwork left in place should be clearly described.

Summary Table for Measurement

Surface TypeMeasurement Basis
Flat soffitsArea in m²; thickness if > 200 mm
Vertical surfacesArea in m²
Sloping surfaces ≤ 30°Underside area in m²
Sloping surfaces > 30°Underside area only
Cylindrical shellsUnderside area; radius category
Small featuresCount/enumeration
Edges < 200 mm width/thicknessRunning metres

This ensures accurate and uniform measurement for billing and estimation.

Loading diagram...

Reference: IS 1200 Part 5, Clauses 5.1 & 6.1

?What types of formwork are classified and measured separately under this standard?

Under IS 1200 Part 5, formwork is classified and measured separately based on:

Types by Contact Surface (Clause 4.1)

  • Wrought formwork (planed or sawn timber)
  • Tongued and grooved boards
  • Plywood lining
  • Special lining for smooth, textured, or decorative architectural concrete
  • Steel sheeting or tubing
  • Slip form technique (extrusion process)

Classification by Structural Location & Shape (Clause 5.1)

  • Foundation, footings, bases, mass concrete
  • Flat surfaces (soffits of floors, roofs)
  • Vertical surfaces (walls, partitions, pilasters)
  • Sloping/battering surfaces (inclination ≤ 30° or > 30°)
  • Cylindrical shells (radius <3 m or >3 m)
  • Waffle or ribbed slabs (bottom inclined surfaces)
  • Dormer vaults and curved shell roofs (underside area)
  • Sides and soffits of beams, girders (depth ≥1 m measured separately)
  • Sides of columns, piers (all shapes)
  • Edges of slabs and breaks (measured in running meters if <200 mm width)
  • Cornices, mouldings, small surfaces (cantilever ends, brackets)
  • Staircases (sloping/stepped soffits, spiral)
  • Chimneys, shafts, reservoirs, well steining

Measurement Includes (Clause 3.1)

  • Supports, struts, bolting, nailing, scaffolds, wedges, filleting, temporary openings, oil dressing, cutting.

Summary Table:

Formwork TypeMeasurement Basis
Wrought timberArea of contact surface
Tongued & groovedArea
Plywood liningArea
Special liningArea
Steel sheeting/tubingArea
Slip form techniqueArea
Foundation & mass conc.Area
Flat surfacesArea + thickness if >200 mm
Vertical surfacesArea
Sloping surfacesArea underside only
Cylindrical shellsArea underside + radius category
Beams & girdersSides & soffits separately
Columns & piersSides separately
?How are small features and moulded edges accounted for in measurements?

According to IS 1200 Part 5:

  • Small features and moulded edges are treated differently based on their nature:

    • Raking/circular cuts and rounded or moulded edges are measured in running metres (Clause 6.5).
    • Moulded stoppings are enumerated (counted individually) (Clause 6.5).
    • Formwork for small features (e.g., intricate shapes) is enumerated, not measured by area (Clause 6.1).
  • Dimensions are measured to the nearest 0.01 m (Clause 2.4.1).

  • All measurements are net and in the decimal system (Clause 2.4).

Summary:

Feature TypeMeasurement Unit
Raking/circular cuts & moulded edgesRunning metres
Moulded stoppingsEnumerated (count)
Small feature formworkEnumerated (count)
Other formwork surfacesSquare metres

This ensures precise and consistent measurement of complex shapes in concrete works.

?What is the prescribed method for booking and recording formwork dimensions?

Booking and Recording Formwork Dimensions as per IS 1200 Part 5

  • Measurement Unit: Formwork is measured in square metres (m²) representing the actual surface area in contact with concrete or other materials (Clause 6.1).

  • Surface Classification: Measure formwork separately by type (Clause 5.1), e.g.:

    • Foundations, footings
    • Flat soffits (state thickness if >200 mm)
    • Vertical walls and partitions
    • Sloping surfaces (distinguish inclination ≤30° or >30°)
    • Cylindrical shells (area of underside)
    • Beams, columns, edges, small features enumerated separately
  • Measurement Stages: Record measurements in stages by height or depth relative to a specified ground/datum level:

    • Below ground/datum
    • Above ground/datum (Clause 2.7)
  • Small Features: Enumerate small surfaces (e.g., brackets, ends of steps) separately (Clause 6.1).

  • Description: Clearly describe formwork left in place.


Summary Table for Booking Formwork

CategoryMeasurement BasisNotes
Flat surfacesArea in m²Specify thickness if >200 mm
Vertical surfacesArea in m²Includes pilasters, string courses
Sloping surfacesArea underside onlyInclination ≤30° or >30°
Cylindrical shellsArea undersideRadius <3 m or ≥3 m
Small featuresEnumerated countE.g., brackets, pilaster bases
Edges (width < 200 mm)Running metresWidth or thickness under 200 mm

Loading diagram...
?How does the standard address formwork left in place or lined with permanent materials?

IS 1200 Part 5 addresses formwork left in place or lined with permanent materials as follows:

  • Clause 6.3: When the lining (e.g., wallboard, asbestos, cork slab) is permanent and left in place, it must be measured separately.
  • The description should include any necessary fixing details to the concrete.
  • Clause 6.2 requires formwork lined with materials like wallboard, hardboard, polyethylene sheet, or coated with mould liquid to be described and measured separately.
  • Clause 4.1 classifies formwork by the type of contact surface, including special linings for smooth or decorative finishes.

Summary:

AspectRequirement
Permanent liningMeasured separately with fixing details
Lining materialsWallboard, hardboard, polyethylene, etc.
Formwork typesWrought, plywood, steel, special lining
Surface finishSmooth, textured, decorative (architectural)

This ensures clear quantification and specification for formwork left in place or lined permanently, facilitating accurate costing and execution.

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