IS 1200 Code All Part : Methods of Measurement of Building

IS 1200 is a set of Indian Standards that specifies the method of measuring various kinds of construction work. It covers earthwork, concrete work, brickwork and stone masonry, formwork and other building works.

In this guide, you will find a summary of the different Sections of IS 1200, links to accessible reference documents, and also the descriptions of selected measurement rules along with clause references.

These guidelines are for estimation of quantities, Bills of Quantities (BoQs) and for construction contracts. Please verify the appropriate edition and revisions before you use this guideline.

The following article I wrote is for educational purposes only. Before using these rules in actual construction work, always remember to check the related standards and project requirements.

Here are the download links for IS 1200 Code All Part:

1. List of All Parts of IS 1200

The list of all parts of IS 1200 is explained below:

i. IS 1200 Code 1992 Part 1 – Earthwork

ii. IS 1200 Code 1974 Part 2 – Concrete Works

iii. IS 1200 Code 1976 Part 3 – Brickwork

iv. IS 1200 Code 1976 Part 4 – Stone Masonry

v. IS 1200 Code 1982 Part 5 – Formwork

vi. IS 1200 Code 1974 Part 6 – Refractory work

vii. IS 1200 Code 1972 Part 7 –  Hardware

viii. IS 1200 Code 1993 Part 8 – Steel Work and Iron Work

ix. IS 1200 Code 1973 Part 9 – Roof Covering (Including Cladding)

x. IS 1200 Code 1973 Part 10 – Ceiling and Linings

xi. IS 1200 Code 1977 Part 11 – Paving, floor finishes, dado and skirting

xii. IS 1200 Code 1976 Part 12 – Plastering and Pointing

xiii. IS 1200 Code 1976 Part 13 – Whitewashing, colour washing, distempering and painting of building surfaces

xiv. IS 1200 Code 1984 Part 14 – Glazing

xv. IS 1200 Code 1987 Part 15 – Painting, polishing, varnishing, etc.

xvi. IS 1200 Code 1979 Part 16 – Laying of water and sewer lines, including appurtenant items

xvii. IS 1200 Code 1974 Part 18 – Demolition and dismantling

xviii. IS 1200 Code 1981 Part 19 – Water Supply, Plumbing and Drains

xix. IS 1200 Code 1981 Part 20 – Laying of gas and oil pipelines

xx. IS 1200 Code 1973 Part 21 – Woodwork and joinery

xxi. IS 1200 Code 1982 Part 22 – Materials

xxii. IS 1200 Code 1988 Part 23 – Piling

xxiii. IS 1200 Code 1983 Part 24 – Well foundations

xxiv. IS 1200 Code 1971 Part 25 – Tunnelling

xxv. IS 1200 Code 1987 Part 26- Acid-resistant lining

xxvi. IS 1200 Code 1992 Part 27 –  Earthwork done by mechanical appliances

xxvii. IS 1200 Code 1992 Part 28 – Sound insulation works

i. IS 1200 Code 1992 Part 1- Earthwork

a. Measurements: (IS 1200 Part 1, Page no.- 1 Cl 2.3)

a. Each dimension must be calculated to the closest 0.01 m.

b. Areas shall be performed out to the closest 0.01 sq.m.

c. Cubical contents shall be performed out to 0.01 cu.m.

b. Not considered in MB /Work to be Calculated Separately  (Is 1200 Part 1, Page no.- 1 Cl 2.4)

a. Work in or underwater,

b. Work in or under foul situations,

c. Work under tidal conditions,

d. Work in snow

c. Authorised working space shall be unique in each case. Where authorised working space is not so specified, the following shall apply. (Is 1200 code Part 1, Page no.- 3 Cl 4.2.5.1)

600 mm measured from the face of the substructure ( including protective measures, if any) at the lowest level, where extra working space is required.

In addition, the extra length at each end shall be 1.5 m in trenches which receive post-tensioned concrete ground beams.

d. When the measurement of excavation in Sq.m  /Surface Excavation (Is 1200 code Part 1, Page no.- 3 Cl 4.6)

Excavation exceeding 1.5 m in width and 10 sq.m on a plan but not exceeding 300 mm in depth shall be described as ‘surface excavation’ and measured in square meters.¹

ii. IS 1200 Code 1974 Part 2- Concrete Works  

1. Measurements/Dimension: (IS 1200 Part 2, Page no.- 3 Cl 2.4)

a. Unless otherwise stated, all work shall be calculated net in the decimal system as set in its place as given below, from point 1 to point 3 below. Any work accomplished extra over the specified dimensions shall be omitted.

b. Dimensions shall be calculated to the closest 0·01 m except for the thickness of the slab, which shall be calculated to the closest 0·005 m,

c. Areas may be performed to the closest 0·01 square meters.

d. Cubic contents shall be performed to the closest 0·01 cubic meters.

2. Not Considered in MB /Work to be Calculated Separately (Is 1200 Part 2, Page no.- 4 Cl 2.6)

a. Work in or underwater.

b. Work in or under foul situations.

c. Work under tidal conditions.

d. Work in snow.

e. Work in liquid mud

3. No deduction shall be made for the following (IS 1200 Code Part 2, Page no.- 6 Cl 4.1.8)

a. Ends of dissimilar materials include beams, ports, rafters, purlins, trusses, corbels, and steps up to 500 cm² in cross-section.

b. Openings up to 0.1 m² or as specified.

c. The volume occupied by reinforcement.

d. The volume occupied by pipes, conduits, sheathing, etc., not exceeding 100 cm² each in cross-sectional area or as specified.

e. Small voids, such as the shaded portions below fig., when they do not exceed 40 cm² each in cross-section.

f. Stops, mitres, returns, rounded ends, junctions, dishing, etc., in connection with linear or super labours.

Note: In calculating the area of an opening. The thickness of any separate lintel or sill shall be included in the height. No extra labour for forming such an opening or void shall be measured.²

iii. IS 1200 Code 1976 Part 3- Brickwork  

1. Measurements: (IS 1200 Code Part 3, Page no.- 4 Cl 2.3)

a. Each dimension shall be calculated to the closest 0.01 m.

b. Areas shall be performed to the closest 0.01 sq.m. and

c. Cubical contents shall be performed to the closest 0.01 Cu.m.

2. Work to be Measured Separately (Is 1200 Part 3, Page no.- 5 Cl 2.7)

a. Work in or underwater.

b. Work in or under foul situations.

c. Work under tidal conditions.

d. Work in snow.

e. Work in liquid mud

3. No deductions or additions shall be made on any account for the following: (Is 1200 Part 3, Page no.- 7 Cl 4.1.4)

a. Ends of different materials (joists, beams, lintels, posts, girders, rafters, purlins, trusses, corbels, steps, etc.); up to 0.1 sq.m. in section.

b. Opening up to 0.1 sq.m. in the area (See Note).

c. Wall plates, bed plates, and bearing of slabs, CHAJJAS, and the like, where thickness does not surpass 10 cm, and the bearing does not spread over the total thickness of the wall.

d. Cement concrete blocks for holdfasts and holding down bolts.

e. Iron fixtures containing wall ties, pipes up to 300 mm diameter, and holdfasts for doors and windows.

f. Chases of sections not surpassing 50 cm in circumference.

Note: In the measuring area of an opening, any separate lintel or sills shall be enclosed with the opening size. End parts of the lintel shall be excluded, and the additional width of a rebated reveal, if any, shall also be banned.

4. Circular brickwork (Is 1200 Part 3, Page no.- 8 Cl 5)

a. Brickwork circular on a schedule to a mean radius not exceeding 6 m shall be calculated individually and contain all cutting, waste, and templates.

b. Brickwork circular on a plan to a mean radius surpassing 6 m shall be calculated separately and contained with general brickwork.

5. Cutting holes in Brickwork (Is 1200 Part 3, Page no.- 11 Cl 23)

a. Cutting holes through brickwork containing producing goods shall be calculated per centimetre of the depth of cutting and shall be organised as follows :

b. Holes not surpassing 400 sq. cm in area, and

c. Holes exceeding 400 ems and not surpassing 0.1 Sq.m. in area.

6. Broken glass coping in Brickwork (Is 1200 Part 3, Page no.- 10 Cl 18)

Broken glass coping laid with brickwork shall be calculated in square meters and explained, stating the thickness of mortar and weight of broken glass per square meter of coping.

7. Filleting in Brickwork (IS 1200 Part 3, Page no.- 10 Cl 17)

Filleting is a mortar, as in flashings on roofs, which shall be expressed and calculated in running meters, stating fillet shape and sectional area.³

iv. IS 1200 Code 1976 Part 4- Stone Masonry  

1. Measurements: (IS 1200 Part 4, Page no.- 4 Cl 2.3)

a. Each dimension shall be calculated to the closest 0.01 m.

b. Areas shall be calculated to the closest 0.01 sq.m. and

c. Cubical contents shall be performed to the nearest 0.01 Cu.m.

2. Waste in stone masonry (IS 1200 Part 4, Page no.- 4 Cl 2.5)

Unless otherwise stated, all cutting measurements shall be deemed to contain consequent waste.

3. Deduction in stone masonry (IS 1200 Part 4, Page no.- 4 Cl 2.6)

Where the lowest area is defined for subtracting an opening, void, or both, such area shall refer only to the opening or void within the space calculated.

4. Work to be Measured Separately (IS 1200 Part 4, Page no.- 5 Cl 2.7)

a. Work in or underwater.

b. Work in or under foul situations.

c. Work under tidal conditions.

d. Work in snow.

e. Work in liquid mud

5. No deductions or additions shall be made on any account for the following: (IS 1200 Part 4, Page no.- 7 Cl 4.1.4)

a. Ends of different materials (joists, beams, lintels, posts, girders, rafters, purlins, trusses, corbels, steps, etc.); up to 0.1 sq.m. in section.

b. Opening up to 0.1 sq.m. in the area ( see Note ).

c. Wall plates, bed plates, and bearing of slabs, CHAJJAS, and the like, where thickness does not exceed 10 cm, and the bearing does not spread over the total thickness of the wall.

d. Cement concrete blocks for holdfasts and holding down bolts.

e. Iron fixtures contain wall ties, pipes up to 300 mm diameter, and holdfasts for doors and windows.

Note – In calculating the area of an opening, any individual lintel or sill shall comprise the opening size. End parts of the lintel shall be banned, and the extra width of a rebated reveal, if any, shall also be banned.

6. Boulder work in Stonemasonry  (Is 1200 Part 4, Page no.- 11 Cl 20)

Boulder work shall be measured in cubic meters, stating the size of boulders and categorised as follows:

a. Boulder filling dry hand-packed,

b. Boulder is walling dry, and

c. Boulder walling in mortar, starting mix of mortar.

7. Additional labour in dressed stonework (Is 1200 Part 4, Page no.- 10 Cl 17)

The following labours shall be calculated individually in square meters when surpassing 10 cm in circumference or width and running meters if not surpassing 10 cm in circumference or width unless contained in the main item:

a. Sunk work to faces, beds, and joints as in arches, voussoirs and critical blocks, splays, batters, weatherings, etc.; and

b. Moulded work as in cornices (Girth of moulding measured).

c. The following labours shall be calculated individually in running meters when not surpassing 10 cm in width or girth unless contained in the main item:

d. Chamfers, arrises, or splays not surpassing 1.5 cm in width;

e. Chamfers, arrises, or splays surpassing 1.5 cm but not surpassing 10 cm in width;

f. Rounded bullnose angles or mouldings or hollow angles;

g. Rebates, grooves ( Square, hollow, or dovetail) in facework;

h. Rebates, grooves ( Square, hollow, or dovetail) for joints, tongues of sills, etc.; and

i. Cutting chisel-drafted margin.⁴

v. IS 1200 Code 1982 Part 5 – Formwork  

1. Measurements in formwork (IS 1200 Part 5, Page no.- 4 Cl 2.4)

a. All work shall be calculated net in the decimal system, as fixed in its place as given in points 1 and 2.

b. Dimensions shall be calculated to the closest 0.01 m.

c. Areas shall be performed to the closest 0.01 m².

2. Work to be Measured Separately (Is 1200 Part 5, Page no.- 4 Cl 2.5)

a. Work in or underwater.

b. Work in or under foul situations.

c. Work under tidal conditions.

d. Work in snow.

e. Work in liquid mud

3. Formwork shall be generally classified as follows and measured separately unless specified otherwise:(Is 1200 Part 5, Page no.- 6 & 7 Cl 5.1)

a. Foundation, footings, bases of columns, etc., and mass concrete.

b. For flat surfaces, such as soffits of floors, roof landings, and the like, where floors exceed 200 mm, the formwork shall be measured separately, stating the thickness.

c. Vertical surfaces, such as walls, partitions, and the like, including attached pilasters, buttresses, plinths, string courses, and the like, etc.

4. Sloping or battering surfaces, including folded plates;

Where inclination to the horizontal plane does not surpass 30° (Requiring shuttering only on the underside)

Where inclination to the horizontal plane surpasses 30° (where shuttering may be provided both on the underside and upper side if needed) (The only underside area to be calculated).

# Arches

i. Up to 6 m span

ii. Above 6 m span

# Cylindrical Shells ( Area of Underside to be Measured)

i. Radius less than 3 m

ii. Radius above 3 m

e. Waffle or ribbed slabs where shuttering is needed for the bottom inclined surface;

f. Dormer vaults and shell roofs having curved surfaces in both directions (Only the area of the underside shall be calculated)

g. Sides and soffits of beams, beam haunchings, cantilevers, girders, bressummers, and lintels; beams and girders 1 m deep and over shall be calculated individually;

h. Sides of columns, piers, pillars, posts, stanchions, and struts

i. Edges of slabs and breaks in floors and walls (Measured in running meters under 203 mm width or thickness).

j. Cornices and mouldings.

k. Small surfaces, such as cantilever ends, brackets and ends of steps, caps, and bases to pilasters and columns and the like

l. Challah hoods, weather shades, Chhajjas, corbels, etc., including edges.

m. Staircases with sloping or stepped soffits, including risers and stringers, except landing.

j. Spiral staircases.

k. Chimneys and shafts.

l. Elevated water reservoirs.

m. Wells, steeping.

n. Fins.

5. No deductions (Is 1200 Part 5, Page no.- 8 Cl 6.4)

No subtraction shall be done for openings up to 0.4 m². The subtraction shall be prepared for any opening/cutouts when the slip-form technique is employed.⁵

vi. IS 1200 Code 1974 Part 6- Refractory work  

1. Measurements in refractory work (IS 1200 Part 6, Page no.- 4 Cl 2.3)

a. Unless otherwise said, work shall be calculated net in the decimal system, as fixed in place, as given in points 1 to 4.

b. Dimensions shall be calculated to the closest 0.01 m.

c. Areas shall be performed to the closest 0·01 m².

d. Cubic content shall be performed to the closest 0.01 m³.

e. Weight shall be performed to the nearest 0.001 tonnes.

2. Wastage in refractory work (IS 1200 Part 6, Page no.- 4 Cl 2.5)

Unless otherwise stated, all cutting measurements shall be considered to contain consequent wastage.⁶

I have explained some important parts in detail above, and below I have provided the short important information about all remaining parts:

vii. IS 1200 Code 1972 Part 7 –  Hardware

This part of IS 1200, focuses mainly on measuring various hardware fittings found in buildings, that includes hinges, bolts, handles, locks, latches, and some other components.

These are generally measured in numbers or sets. You need to know that the type, size, material, and finish of each fitting should be clearly specified.⁷

viii. IS 1200 Code 1993 Part 8 – Steel Work and Iron Work

For measuring iron and steel work in construction, considering elements like steel, trusses, grills, railings, plates, and structural members, this guide helps you by providing necessary guidelines.

Additionally, these measurement rules include some instructions on how to account for connected items and other components.⁸

ix. IS 1200 Code 1973 Part 9 – Roof Covering (Including Cladding)

Part 9 especially covers the roofing and cladding work in which materials like metal sheet, corrugated sheet, roof tiles, and other verified coverings are considered.

While taking the measurements, you should include edges, openings, overlaps, and the shape of the roof.⁹

x. IS 1200 Code 1973 Part 10 – Ceiling and Linings

In this part, you will see the ceiling finishes and the lining work for both ceilings and walls, as well as the materials used during this process.

In most of the cases, the finished area is used for the measurement of quantities. Here, the supporting frameworks, related components, and also the openings are either measured, or they are included as per the applicable rules.¹⁰

xi. IS 1200 Code 1977 Part 11 – Paving, floor finishes, dado and skirting

When you reach to this part, you will see the necessary instructions to provide the measurements for wall tiles, paving, dado, floor finishes, and also the skirting that are made from materials like stone, tiles, or concrete.

All these measurements are carried out depending on the area, which provides information about the thickness, material, finishes, and other important information.

Special features and how the edges are governed by the applicable measurement rules.¹¹

xii. IS 1200 Code 1976 Part 12 – Plastering and Pointing

In this part, you will find the process of plastering walls and ceilings. Also, the pointing work for brick or stone masonry joints. It is generally expressed in square meters.

Remember, if you are measuring edges, reveals, and special finishes, then you need to follow the specific rules of the standards.¹²

xiii. IS 1200 Code 1976 Part 13 – Whitewashing, colour washing, distempering and painting of building surfaces

When the measurement for whitewashing, colour washing, distempering and painting on building surfaces takes place, the quantities are generally based on the area which is treated.

If you are measuring the work, then don’t forget to specify the type of finish, surface preparation, and number of coats. Also, the suitable rule for openings.¹³

xiv. IS 1200 Code 1984 Part 14 – Glazing

In this section, you will learn how to measure the glass for doors, windows, partitions, ventilation,  and other components of a building based on the applicable dimensions and area rules.

In the specification, you should consider the thickness, type and finish of the glass, with some relevant fixing details.

xv. IS 1200 Code 1987 Part 15 – Painting, polishing, varnishing, etc.

Here, you will find the finishing work on woodwork, metalwork, and other processes, including painting, polishing, varnishing and similar works.

The quantities for these works are calculated by surface area or the available components. If you are placing doors, windows, panels, and other decorative features in your place, then you should follow the specific measurement rules.

Hence, it is important to clarify the type of surface and finish you are searching for.

xvi. IS 1200 Code 1979 Part 16 – Laying of water and sewer lines, including appurtenant items

In this section, you will find the measurements of labour for laying the water supply and sewer pipelines, including the joints and the related components.

Especially, the works like excavation, bedding, jointing, and others are included as per the standard.

xviii. IS 1200 Code 1974 Part 18 – Demolition and dismantling

Here, in this part, demolition and dismantling are addressed, which involve components such as masonry walls, roof, concrete elements, floors, and the timber structure.

Generally, the unit of measurement is identified by the type of work and the element that is going to be removed.

In the description, you must specify the extent of the demolition, the handling or restacking of reusable materials, and the removal of debris when necessary.

xix. IS 1200 Code 1981 Part 19 – Water Supply, Plumbing and Drains

In this section, you will find the measurement of water supply, drainage and plumbing tasks inside the building, which involves pipes, sanitary fixtures, fittings, and related components.

Each of the following is measured by length or number depending upon the item. Please kindly remember to indicate the type of specification for size, material type, and the requirement for installation.

xx. IS 1200 Code 1981 Part 20 – Laying of gas and oil pipelines

This section provides a detailed description to measure the work involved in installing gas and oil pipelines, along with the supporting components, with the specific rules applicable to each pipeline item.

In the item details, you should clearly state the material, dimensions of the pipe, jointing technique and condition of installation and related operations.

xxi. IS 1200 Code 1973 Part 21 – Woodwork and joinery

This part especially focuses on the measurement of woodwork and joinery, covering timber, door frames, wooden doors, window frames, and various wooden building components.

You need to include a description of items such as material, section size, and construction details, and you also need to specify whether fabrication and fixing are included or not.

xxii. IS 1200 Code 1982 Part 22 – Materials

This part especially outlines the standard-specific provisions for measuring the materials and items, along with the measurement unit and method, depending on the specific items or materials in the question.

When you are determining the relevant dimensions, the quantity basis, and applicable rules, instead of applying the universal rules for each material, kindly use the applicable standards.

xxiii. IS 1200 Code 1988 Part 23 – Piling

This part deals with the piling work which is performed to transfer the structural load to deeper soil or rock layers.

It also includes some discussion about the types of piles and the activities involved, with the applicable rules for the specific type of pile and work done.

Under the provision, you should consider pile dimensions, installation details, and measurement of pile caps or associated concrete work.

xxiv. IS 1200 Code 1983 Part 24 – Well foundations

In this section, you will learn about the measurement of work related to well foundations, which are commonly used for bridges and other major structures.

It includes some construction operations such as sinking and completing wells, along with the measurement method that differs according to the operation that involves excavation, sinking, plunging or filling.

Keep in mind that each item should follow the applicable rules and units from the verified standards.

xxv. IS 1200 Code 1971 Part 25 – Tunnelling

This section tells about the tunnelling work, which involves underground excavations and related construction operations depending on the type of work, such as excavation, lining, or support.

For the calculation of quantities, remember to consider relevant dimensions; the tunnel profile, work items and materials should be clearly identified.

xxvi. IS 1200 Code 1987 Part 26- Acid-resistant lining

This section especially focuses on acid-resistant lining to make the surface safe from corrosive substances, normally in industrial settings, tanks and specific installations.

And remember to include the items in the description, such as materials, thickness, bonding or jointing system, and the surface area being treated

xxvii. IS 1200 Code 1992 Part 27 –  Earthwork done by mechanical appliances

This part covers the machinery utilised during earthwork such as excavators, bulldozers, loaders and other earth moving devices.

The measurements for these quantities are determined by the relevant regulations for excavation, filling and other earthwork activities.

In the documentation, you should include the relevant dimensions, ground levels, material conditions, and the type of work.

xxviii. IS 1200 Code 1992 Part 28 – Sound insulation works

In this part, the main focus is on sound insulation work to decrease the sound passing through building materials, with measurement criteria based on the type of insulation and its installation.

In the description, you must outline the type of materials, their thickness, the method of installation, the area treated, along with the acoustic performance specified in the project.

Note: All these descriptions of each part detail their scope and how they are measured. For any technical task you performed, ensure that units, deductions, exceptions, and edition year are against the IS 1200 standard, as there may be a latest revision.

Frequently Asked Questions (FAQS)

1. What is the IS 1200 Code?

IS 1200 Code is a set of instructions which provides methods for measuring building and civil engineering works.  It is helpful for quantity surveyors, engineers, and contractors in measuring quantities consistently.

2. What are all the parts of the IS 1200 Code?

IS 1200 Code covers different types of construction work, such as brickwork, earthwork, steelwork, concreting, piling, flooring, plumbing, and tunnelling. And remember that each part of IS 1200 provides measurement rules specific to its scope.

3. Where can I download the IS 1200 code PDF for all parts?

IS 1200 Code can be accessed through the Bureau of Indian Standards (BIS) under certain availability and access conditions. For your ease, this article also provides a chapter-wise dictionary of PDFs for reference.

4. What is the latest edition of the IS 1200 Code?

IS 1200 parts are revised individually, so there is no single edition for the entire series.

5. What is IS 1200 used for?

Construction work quantities are measured using the IS 1200 Code for purposes such as estimates, contractor bills, Bill of Quantities (BOQs), as well as in the field of quantity surveying.

6. What units are used for measurement under IS 1200?

Some common units of measurement under IS 1200 are cubic meters (m³) for volume, square meters (m²) for area, running meters (m) for lengths, kilograms or tonnes for weight and numbers (No.) for individual items.

7. What is the difference between IS 1200 and the Schedules of Rates (SOR)?

IS 1200 provides the measurement of construction quantities, while the Schedules of Rates (SOR) provide rates for construction items. Finally, the measured quantities and applicable rates are then used to calculate the estimated costs.

8. Is IS 1200 applicable to both civil engineering and building works?

In this series, you will find numerous methods of measurement for building and civil engineering work. According to the project type and applicable requirements, you should select the relevant part.

References:

1. Methods of measurement of building and civil engineering works, Part 1: Earthwork

   https://archive.org/details/gov.in.is.1200.1.1992 [↩]

2. Method of measurement of building and civil engineering works, Part 2: concrete works
   https://archive.org/details/gov.in.is.1200.2.1974 [↩]
3. Method of Measurement of Building and Civil Engineering Works, Part III: Brickwork

   https://archive.org/details/gov.in.is.1200.3.1976 [↩]

4. Method of measurement of building and civil engineering works, Part 4: stone masonry

   https://archive.org/details/gov.in.is.1200.4.1976 [↩]

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

   https://archive.org/details/gov.in.is.1200.5.1982 [↩]

6. Method of measurement of building and civil engineering works, Part 6: refractory work
   https://archive.org/details/gov.in.is.1200.6.1974 [↩]
7. Method of measurement of building and civil engineering works, Part 7: hardware

   https://archive.org/details/gov.in.is.1200.7.1972  [↩]

8. Method of measurement of building and civil engineering works, Part 8: steel work and iron work

   https://archive.org/details/gov.in.is.1200.8.1993 [↩]

9. Method of measurement of building and civil engineering works, Part 9: roof covering (including cladding)

   https://archive.org/details/gov.in.is.1200.9.1973 [↩]

10. Method of measurement of building and civil engineering works, Part 10: ceiling and linings
    https://archive.org/details/gov.in.is.1200.10.1973 [↩]
11. Method of measurement of building and civil engineering works: Part11 paving, floor finishes dado and skirting

    https://archive.org/details/gov.in.is.1200.11.1977 [↩]

12. Method of measurement of building and civil engineering works, Part 13: Whitewashing, colour washing, distempering and painting of building surfaces

    https://archive.org/details/gov.in.is.1200.13.1994 [↩]

13. Method of measurement of building and civil engineering works, Part 14: glazing

    https://archive.org/details/gov.in.is.1200.14.1984 [↩]