IS 1200 PART 51982AI Search Enabled✦ AI Generated

Method of measurement of building and civil engineering works, Part 5: formwork
1982 Edition

This standard outlines a uniform procedure for quantifying formwork used in building and civil engineering structures. It details how to measure various formwork surfaces such as foundations, walls, slabs, and beams, promoting consistency in estimation and billing. It serves as a critical reference for engineers, contractors, and surveyors involved in construction project measurements.

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

This standard outlines a uniform procedure for quantifying formwork used in building and civil engineering structures. It details how to measure various formwork surfaces such as foundations, walls, slabs, and beams, promoting consistency in estimation and billing. It serves as a critical reference for engineers, contractors, and surveyors involved in construction project measurements.

Who Uses This Standard

  • Structural Engineers
  • Cost Surveyors
  • Building Contractors
  • Project Supervisors
  • Estimators
  • Civil Engineering Professionals
  • Construction Inspectors

Key Topics Covered

Decimal measurement units and systems
Categorization of formwork types
Quantifying formwork surface areas in square meters
Procedures for dimension recording and booking
Measurement techniques for foundations, walls, slabs, beams, and columns
Handling of formwork with coatings or linings
Assessment of small components and shaped edges
Stage-wise measurement relative to reference ground levels
Inclusion of related labor and material handling descriptions
Preparation of detailed bills of quantities
Guidelines for rounding off measurement results
Separate measurement of permanent formwork components

Table of Contents

1Scope and Coverage of Formwork Measurement

Overview of Scope (Clause 1.1):

  • Defines the approach for measuring formwork when accounted for separately in construction and civil engineering.

Detailed Inclusions (Clause 3.1):

  • Measurement encompasses edges, notchings, overlaps, sheathing battens, strutting, bolting, nailing, wedging, easing, striking, and removal.
  • All supporting elements like struts, braces, wedges, mud sills, and piles are included.
  • Fastening components such as bolts, wire ties, clamps, and nails are considered.
  • Temporary and working scaffolds, ladders, and gangways are part of the measurement.
  • Filleting for stop-chamfered or splayed edges up to 20 mm width.
  • Temporary openings for activities like pouring, vibrating, and cleaning.
  • Surface treatments such as oil dressing to prevent adhesion.
  • Procedures such as raking or circular cutting are included.

Measurement Principles (Clause 6.6):

  • Formwork on secondary beams measured up to main beam sides without deductions at intersections.
  • Beam formwork measured up to column sides with no deductions at beam-column junctions.

Summary of Included Elements

ComponentIncluded in Measurement
Splayed edges and notchingsYes
Supports and strutsYes
Bolts, wire ties, clampsYes
Working scaffolds, laddersYes
Filleting (≤ 20 mm wide)Yes
Temporary openingsYes
Oil dressingYes
Raking and circular cutsYes

This section ensures all formwork components and temporary elements are consistently measured as per the standard.

2Fundamental Rules for Formwork Measurement

General Provisions (Clause 1.1 & 2.5):

  • Measurement applies when formwork is assessed separately.
  • Special conditions such as work under water, in liquid mud, foul positions, or tidal interruptions are to be measured distinctly.

Components Included (Clause 3.1):

  • Edges, overlaps, notchings, battens, strutting, bolting, nailing, wedging, easing, striking, and dismantling.
  • Supports including struts, braces, wedges, mud sills, and piles.
  • Fasteners: bolts, wire ties, clamps, spreaders, nails.
  • Working scaffolds, ladders, gangways.
  • Filleting for stop-chamfered or splayed edges up to 20 mm wide.
  • Temporary openings for pouring, vibrating, cleaning.
  • Surface treatment with oil to prevent concrete adhesion.
  • Raking and circular cuts.

Measurement Instructions (Clause 6.6):

  • Secondary beam formwork measured to main beam sides without deductions.
  • Beam formwork measured to column sides, no deductions at intersections.

Rounding Guidelines:

  • Values rounded as per rules (details not included here).

Component Inclusion Summary

ElementIncluded?
Edges, notchings, overlapsYes
Supports (struts, sills)Yes
Fasteners (bolts, nails)Yes
Scaffolds, laddersYes
Filleting ≤ 20 mmYes
Temporary openingsYes
Oil dressingYes
Raking/circular cuttingYes

This section reinforces consistent and comprehensive measurement practices.

3Detailed Description of Formwork Components

Components Overview (Clause 3.1):

  • Edges and joints: including splayed edges, notchings, overlaps, sheathing battens.
  • Supports: struts, braces, wedges, mud sills, piles.
  • Fasteners: bolts, wire ties, clamps, nails.
  • Access means: scaffolds, ladders, gangways.
  • Filleting: stop-chamfered or splayed edges up to 20 mm.
  • Temporary openings for pouring, vibration, and cleaning.
  • Surface treatment: oil dressing to prevent adhesion.
  • Cutting: raking or circular for shaping.

Measurement Specifications (Clauses 6.1 & 2.7):

  • Unit of measurement: square meters (m²) representing actual concrete-contact surface.
  • Measurements recorded separately for below and above ground/datum levels.
  • The reference ground/datum level must be clearly specified.

Summary Table: Formwork Elements

ElementDetails
Edges and jointsSplayed, notched, overlapped
SupportsStruts, braces, wedges, piles
FastenersBolts, wire ties, clamps, nails
AccessScaffolds, ladders, gangways
FilletingChamfers up to 20 mm wide
Temporary openingsFor pouring, vibration, cleaning
Surface treatmentOil dressing
MeasurementArea in contact with concrete (m²)

This framework ensures safe, functional, and measurable formwork per the standard.

4Formwork Classification and Typology

Classification Details (Clauses 3.1, 4.1, 5.1):

  • Formwork encompasses sheathing, supports, fasteners, scaffolding, filleting, openings, oil dressing, and cutting.

Types by Contact Surface (Clause 4.1):

  • Wrought timber (planed or sawn).
  • Tongued and grooved boards.
  • Plywood linings.
  • Special linings for smooth, textured, or decorative concrete finishes.
  • Steel sheeting or tubing.
  • Slip form technique (extrusion method).

Classification by Location/Type for Measurement (Clause 5.1):

TypeDescription/Notes
Foundations, footings, basesIncluding mass concrete
Flat surfacesSoffits of floors/roofs; thickness noted if >200 mm
Vertical surfacesWalls, partitions, pilasters, buttresses
Sloping/battering surfacesInclination ≤ 30° (underside area measured)
Cylindrical shellsRadius <3 m or ≥3 m
Waffle/ribbed slabsInclined bottom surfaces
Vaults, shell roofsCurved surfaces underside measured
Beams, girders, lintelsDepth ≥ 1 m measured separately
Columns, piers, postsMeasured by shape (square, circular, etc.)
Edges of slabs/wallsRunning meters if width < 200 mm
Cornices, mouldingsIncluded
Small surfacesCantilever ends, brackets, pilaster bases
StaircasesSloping or stepped soffits excluding landings
Spiral staircasesIncluded
Chimneys, shaftsIncluded
Elevated water reservoirsIncluded
Well steiningIncluded

This classification facilitates precise measurement and billing.

5Units of Measurement and Dimension Recording

Measurement Units and Booking Protocol (Clauses 1.1, 2.2, 2.4.1):

  • Dimensions are to be recorded in meters with a precision of 0.01 m.
  • The booking order of dimensions should be: Length → Breadth/Width → Height/Depth/Thickness.
  • Applies specifically when formwork is measured separately.

Guidelines:

  • Consistent measurement practices ensure clarity from estimation through payment.
  • The measurement system must align with administrative and financial requirements while maintaining technical accuracy.

Dimension Booking Summary

OrderDimension TypeUnitPrecision
1Lengthmeters (m)0.01 m
2Breadth/Widthmeters (m)0.01 m
3Height/Depth/Thicknessmeters (m)0.01 m

This ensures uniform recording of formwork dimensions.

6Procedure for Measuring Formwork

Measurement Methodology (Clauses 1.1, 6.1, 6.6):

  • Measurement targets the surface area of formwork in contact with concrete.
  • All faces including soffits, sides, and ends are included.
  • Typical deductions for openings (doors, windows) are made.
  • Measurements are recorded in square meters (m²).

Measurement Calculation:

[ \text{Formwork Surface Area} = \sum (\text{length} \times \text{height/width of each face}) ]

Measurement Rules:

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

Typical Measurement Units Table

ElementUnitNotes
SlabsArea of soffit face only
BeamsAll visible faces
ColumnsPerimeter multiplied by height
WallsBoth sides if formwork applied on both

This approach ensures precise and uniform measurement.

7Stage-wise Measurement of Formwork

Measurement in Defined Stages (Clause 2.7):

  • Work is measured in convenient stages based on vertical location:
    • Below the ground or datum level.
    • Above the ground or datum level.
  • The ground/datum level must be clearly specified.

Measurement Practices:

  • Dimensions recorded to the nearest 0.01 m.
  • Separate measurements for formwork are maintained.
  • Staged measurements facilitate progress tracking and payment.

Example Table for Staged Quantities

StageHeight/Depth Range (m)DescriptionQuantity (m² or m³)
Stage 10 to -2 (below datum)Excavation and formwork belowX
Stage 20 to +3 (above datum)Plinth and above-ground formworkY
Stage 3+3 to +6Superstructure formworkZ

This method supports systematic measurement aligned with the standard.

8Preparation and Detailing of Bills of Quantities

Key Requirements (Clause 2.6):

  • Bills of quantities should comprehensively describe materials and workmanship.
  • Must accurately reflect the scope of work to be executed.

Formwork Classification and Measurement (Clause 5.1):

Formwork TypeMeasurement Notes
Foundations, footings, basesMeasured separately
Flat surfaces (floor soffits)Thickness > 200 mm measured separately
Vertical surfaces (walls, plinths)Includes pilasters and buttresses
Sloping surfacesInclination ≤ 30° or > 30°, underside area measured
Cylindrical shellsRadius categories, underside area measured
Waffle/ribbed slabsInclined bottom surfaces measured
Vaults and shell roofsUnderside area measured
Beams and girders (≥ 1 m depth)Sides and soffits measured separately
Columns, piers, postsMeasured based on shape
Edges of slabs/walls (< 200 mm)Measured in running meters
Cornices, mouldingsMeasured according to shape and size
Small surfacesIncluded with edges and bases
Chhajjas, corbels, weather shadesIncluded in edges
Staircases (sloping/stepped)Includes risers and stringers, excludes landings
Spiral staircasesMeasured separately
Chimneys, shaftsMeasured by surface area
Elevated water reservoirsMeasured by surface area
Well steiningMeasured by surface area

This ensures clarity and accuracy in cost estimation and tender documentation.

9Rounding Off Measurement Results

Rounding Principles (Clause 0.5 & IS 2:1960):

  • Final measurements and calculations should be rounded according to IS 2:1960 rules.
  • Maintain the number of significant figures as specified.
  • For example, a measurement specified to two decimals should be rounded to two decimal places.

Precision (Clause 2.4.2):

  • Areas recorded to the nearest 0.01 m².

Separate Measurements (Clause 2.5):

  • Special site conditions such as underwater work require distinct measurement.

Summary Table for Rounding

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

Example:

If specified value is 12.30 m, and measured value is 12.345 m, the rounded value becomes 12.30 m.

This guarantees consistency in measurement reporting.

10Special Conditions and Additional Guidance

Included Components:

  • Edges (splayed, overlaps, notchings), sheathing battens, strutting, bolting, nailing, wedging, easing, striking, and removal.
  • Supports such as struts, braces, wedges, mud sills, and piles.
  • Fastening elements including bolts, wire ties, clamps, nails, and spreaders.
  • Working scaffolds, ladders, and gangways.
  • Filleting for stop-chamfered or splayed edges up to 20 mm wide.
  • Temporary openings for pouring, vibrating, and cleaning.
  • Dressing with oil to avoid adhesion.
  • Raking or circular cutting.

Measurement Rules (Clause 6.6):

  • Formwork on secondary beams measured up to main beam sides; no deductions at intersections.
  • Beam formwork measured up to column sides; no deductions at beam-column intersections.

Special Situations (Clause 2.5):

  • Separate measurement required for work done:
    • In/under water
    • In liquid mud
    • In foul positions
    • Interrupted by tidal actions

Conceptual Measurement Formula:

[ \text{Total Formwork Area} = \sum (\text{Surface area including allowances for edges, openings, supports}) ]


Included Items Summary

ItemInclusion Status
Splayed edges and overlapsIncluded
Supports and bracesIncluded
Bolts, wire ties, nailsIncluded
Temporary openingsIncluded
Filleting (≤ 20 mm)Included
Intersection areasNo deductions
Special conditionsMeasured separately

This section clarifies comprehensive measurement including special cases.

Popular Questions About IS 1200 PART 5

?What is the correct method for measuring formwork surfaces as per this standard?

In accordance with IS 1200 Part 5 (1982), formwork surfaces are measured in square meters representing the actual contact surface area with concrete or other materials. Measurement is done separately by formwork types such as foundations, footings, flat soffits (noting thickness if over 200 mm), vertical walls and partitions, sloping surfaces (with distinctions based on inclination), cylindrical shells, beams, columns, edges, cornices, staircases, chimneys, and small features which are enumerated. This structured approach ensures precise and consistent measurement for cost estimation and billing.

?Which types of formwork are classified and measured individually under this standard?

The standard classifies formwork based on contact surface and structural location. Types include wrought timber, tongued and grooved boards, plywood lining, special linings for decorative concrete, steel sheeting or tubing, and slip form techniques. Measurement categories cover foundations, footings, flat surfaces including floor soffits, vertical walls and partitions, sloping surfaces with various inclinations, cylindrical shells of differing radii, waffle or ribbed slabs, vaults and shell roofs, beams and girders (with depth considerations), columns and piers, edges of slabs and walls, cornices and mouldings, small surfaces like brackets, staircases including spiral types, chimneys, shafts, elevated water reservoirs, and well steining.

?How are small features and shaped edges measured according to the standard?

Small features and moulded edges are accounted for by enumeration or linear measurement. Raking or circular cuts and rounded or moulded edges are measured in running meters, while moulded stoppings and small intricate formwork components are counted individually rather than measured by area. This method ensures accuracy and consistency in quantifying complex or minor formwork elements.

?What is the prescribed procedure for booking and documenting formwork dimensions?

Formwork dimensions should be recorded in square meters representing the actual surface area in contact with concrete. Measurements are to be booked in the sequence of length, breadth/width, then height/depth/thickness, with a precision of 0.01 meters. Measurements are taken separately for different formwork categories including foundations, flat soffits (noting thickness if over 200 mm), vertical surfaces, sloping surfaces (with inclination distinctions), cylindrical shells, and enumerated small features. Additionally, measurements should be recorded in stages relative to a specified ground or datum level to facilitate progress tracking.

?What guidance does the standard provide for formwork that remains in place or is lined with permanent materials?

IS 1200 Part 5 requires that formwork left in position with permanent linings—such as wallboard, asbestos, cork slabs, hardboard, polyethylene sheets, or mould liquid coatings—be measured separately. The description should include fixing details to the concrete. This ensures that permanent linings and special surface finishes are clearly specified and quantified separately from temporary formwork, aiding in accurate cost assessment and project execution.

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