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 हि ं द ी
 What Is Measurement Book | How to Write Measurement
Book | Recording Measurement Book
22nd April 2020 by Krunal Rajput Leave a Comment

Most Important Point In This Article

 What Is Measurement Book?

o Work Name as Given in The Estimate/Agreement

o Format of Measurement Book

o The Procedure of Recording Measurement Book:

o Progressive measurement:

o Final measurement:

 Record Entry In Measurement Book (MB)

o Measurement of Excavation as Per Drawing 

o Measurement of Footing P.C.C. as Per Drawing 

 o Measurement of Footing R.C.C. as Per Drawing 

o Measurement of Column up to Plinth Level R.C.C. as Per Drawing 

o Measurement of Backfilling as Per Drawing 

o Measurement of Plinth Beam R.C.C. as Per Drawing 

o Measurement of Grae Slab RCC as Per Drawing 

o Measurement of Grae Slab RCC as Per Drawing 

o Measurement of Brick Masonry as Per Drawing 

o Measurement of In Side Plaster as Per Drawing 

o Measurement of Out Side Plaster as Per Drawing 

o Measurement of Celling Plaster as Per Drawing 

o Measurement of In Out Side Plaster as Per Drawing 

o Measurement of In Side Paint as Per Drawing 

o Measurement of Out Side Plaster as Per Drawing 

What Is Measurement Book?

“Measurement Book” is an important Record Where measurements are recorded
for the work done by the contractor, or for the materials received in the site or
services rendered

MB belongs to the Division – and Can Be serially numbered Recording to whom

issued, date of issue, etc. (DEE/ SDO)

Contractor payments are made based on the measurements recorded in the

Measurement Book

It is considered very important accounts record and Preserved very carefully and
Correctly and form substantial evidence in the court of law – If the need arises

Measurements are written legibly in Order that transactions are readily traceable
Recording of measurements
Each set of measurements should commence with entries

Work Name as Given in The Estimate/Agreement

• Work location

• Contractors Name

• Work completion date

• Work commencement date

• Measurement recording date

• Agreement Number and date

Also, read: What is Salt Concrete Finish | How to Create a Salt Finish

Format of Measurement Book

Page N

Measurement Book

Name of village: Name of work: Name of activity:

Period of work: Date of measurement: Daily wage rate:
S.N. Particular No Length Width Height Quantity

The Procedure of Recording Measurement Book:

Measurement book is recorded at two different stages as per below:

• Progressive measurement:
• Final measurement:

Progressive measurement:
It is maintained in the completion of different stages of watershed activity or
before each running payment of the watershed activity.

In this bill to be maintained monthly bill in the project. Because project work is
longterm prosses. So, monthly payment release required monthly work progress of
contractor requirement for working payment needs progressive measurements
required.

The most important objective of maintaining progressive measurement would be

for tracking the progress of work and the output signal of work against the
payment made.

It is necessary to maintain the progressive measurement book in both cases

whether the work is being implemented on a measurement basis or on a daily wage
basis.

Also, read: What Is Sand Blasting | Concrete Sand-blasting Equipment | Key

Benefits

Final measurement:
It is a complete measurement of some physical intervention, which can be recorded
in the time of completion of any physical intervention.

The most important objective of maintaining the final measurement would be to

keep all the measurements in one place. With the help of the final measurement,
actual work done may be compared with the estimate.

Record Entry In Measurement Book (MB)

• First of all, write down the Date of Measurement taken.

• Item of BOQ is explained to understand that what is the measurement and from
where it is taken.
• Serial Number of new measurements is written with the Item number of BOQ as
shown in the above table. Because it tells us the new record serial and from where
the same item is taken so that BOQ item serial number is useful for quick
checking.

• Clearly mention the unit of measurement like

• Cubic meter or M3 or Cu.m. for volumetric measurements like excavation,

concrete, etc.

• Square meter or Sq.m. or M2 for areal measurements like plastering work which
has fixed depth etc.

• Meter or m for length measurement for standard or fixed-width items like

pipeline etc.

• The total quantity of measurement is calculated on the same page, which is

forwarded on the Abstract book.

Also, read: What Is Septic Tank | How Does A Septic Tank Work | Septic
Tank Design based Per User Consumption

Measurement of Excavation as Per Drawing 

Footing excavation work needs sum drawing like Footing location Drawing and
Section Drawing. All drawing as per below, please see
Section A-A
 Footing Location

 In this plan, 11 footings as per drawing.

Length = 0.6m + 1.0m + 0.6m = 2.20m

Here 0.6 m is working space in footing for both sides.

And,1.0 m = footing size

Measurement Book

Sr. No. Item Description No. Length Widht/ Height/ Quantity

 Breadth Depth
(m)
(m) (m)

Earthwork in Excavation in
1
Foundation:

Footing (1m x 1m) 11 2.200 2.200 1.580 84.12

Depth From GL = 0.6 + 1 + 0.6

0.6 =Extra For working space

Total Qty= 84.12

Also, read: What Is Slab Beam / Hidden Beam / Concealed Beam | Advantage

and Disadvantage

Measurement of Footing P.C.C. as Per Drawing 

In this plan, 11 footings as per drawing.

Length = 0.15m + 1.0m + 0.15m = 1.30m

Here 0.15 m = P.C.C. working space in footing, for both side

And,1.0 m = footing size

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

2 Footing P.C.C.

Footing (1m x 1m) 11 1.300 1.300 0.075 1.39

Thickness = 0.075

D = 0.150 + 1.0 + 0.150

Total Qty= 1.39

 Measurement of Footing R.C.C. as Per Drawing 
In this plan, 11 footings as per drawing.

Length = 1.0m  = 1.0m

Here Height = 0.450 m

And, 1.0 m = footing size

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

3 Footing R.C.C.

Base(1m x 1m) 11 1.000 1.000 0.450 4.95

Thickness = 0.450

Total Qty= 4.95

Also, read: Difference Between CPM and PERT/PERT Vs CPM | What Is

CPM & PERT

Measurement of Column up to Plinth Level R.C.C. as

Per Drawing 
In this plan, 11 footings as per drawing.

Length = 0.230 m, Breadth = 0.230 m

Here Height = 1.05 m

 Section A-A

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

4 Column up to Plinth Level R.C.C.

Column 11 0.230 0.230 1.050 0.61

Total Qty= 0.61

Measurement of Backfilling as Per Drawing 

Footing backfilling qty for 11 Qty

Length & Breadth = 2.2 m, Height Footing Bottom to ground level = 1.580 mm

Backfilling = Excavation – Footing P.C.C – Column R.C.C

Plinth Beam Backfilling

Height of backfilling = 0.600 m

Total plinth beam backfilling = Total Area – Plinth beam

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

5 BackFilling

5.a Backfilling In Footing

Excavation Area 11 2.200 2.200 1.580 84.12

Deduction

Footing P.C.C. -11 1.300 1.300 0.075 -1.39

Footing R.C.C. -11 1.000 1.000 0.450 -4.95

Footing Column -11 0.230 0.230 1.050 -0.61

5.a Total Qty= 77.16

5.b Plinth Beam Backfilling

Plinth area out to out 1 10.240 7.690 0.600 47.25

Deduction

L-1 -3 10.240 0.230 0.600 -4.24

L-2 -4 3.000 0.230 0.600 -1.66

L-3 -3 4.000 0.230 0.600 -1.66

L-4 -1 1.500 0.230 0.600 -0.21

L-5 -1 2.315 0.230 0.600 -0.32

5.b Total Qty= 39.17

5.a + 5.b Total Qty= 116.33

Also, read, Rate Analysis of Brick Masonry

 Measurement of Plinth Beam R.C.C. as Per Drawing 

Lintel Beam

As per lintel beam drawing, L-1 = 3 nos., L-2 = 4 nos., L-3 = 3 nos., L- 4 = 1 nos,

L-5 = 1 nos of qty and length

and beam size = 0.230 m x 0.600 m

Measurement Book

Sr. No. Item Description  No. Length Widht/ Height/ Quantity

 Breadth Depth
(m)
(m) (m)

6 Plinth Beam R.C.C.

Beam (230 mm x 600 mm)

L-1 3 10.240 0.230 0.600 4.24

L-2 4 3.000 0.230 0.600 1.66

L-3 3 4.000 0.230 0.600 1.66

L-4 1 1.500 0.230 0.600 0.21

L-5 1 2.315 0.230 0.600 0.32

Total Qty= 0.32

Measurement of Grae Slab RCC as Per Drawing 

Grae Slab RCC = ( Total Length x Total Breadth x Thickness ) – Column

Grae Slab RCC = ( 10.240 x 7.690 x 0.100 ) – ( 11 x 0.230 x 0.230 x 0.100)

Grae Slab RCC = ( 7.87 ) – (0.06)

Grae Slab RCC = 7.82 Cu.m.

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

7 Grae Slab R.C.C.

Plinth area out to out 1 10.240 7.690 0.100 7.87

Deduction

Column -11 0.230 0.230 0.100 -0.06

Total Qty= 7.82

Measurement of Grae Slab RCC as Per Drawing 

Column Length & Breadth= 0.230 m
Height = Ground Slab – Ground Floor – Slab Beam

Height = 3 – 0 – 0.350 = 2.650 m

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

8 Column Up to Slab Level R.C.C.

Column 11 0.230 0.230 2.650 1.54

Total Qty= 1.54

Also, read: What Is Floating Slab| Floating Slab Construction | How to Build

a Floating Slab | Advantages & Disadvantages Floating Slabs
Measurement of Brick Masonry as Per Drawing 

Plan
Elevation

Sectio
n
Brick masonry calculation uses a Long wall and Short wall method

All length as per drawing and height = 3.00 m – 0.35 m = 2.65 m.

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

9 Brick Masonry  

230 mm thick wall Brick Masonry

Long Wall 3 10.240 0.230 2.650 18.72

Shot wall-1 3 3.000 0.230 2.650 5.49

Shot wall-1 1 3.000 0.230 1.200 0.83

Shot Wall-2 3 4.000 0.230 2.650 7.31

Deduction

Column -11 0.230 0.230 2.650 -1.54

Window W -2 2.000 0.230 1.200 -1.10

Window W1 -2 1.500 0.230 1.200 -0.83

Window W2 -3 1.200 0.230 1.200 -0.99

Window W3 -1 1.200 0.230 1.500 -0.41

Door o -2 1.200 0.230 2.100 -1.16

Door D -1 1.200 0.230 2.100 -0.58

Door D1 -1 1.000 0.230 2.100 -0.48

Door MS -1 2.000 0.230 1.200 -0.55

Vent -1 0.900 0.230 0.600 -0.12

Vent V1 -1 0.600 0.230 0.600 -0.08

Total Qty 230 mm Thick Wall= 24.49

115 mm thick wall Brick Masonry

Bath Room 1 1.500 0.115 2.650 0.46

Passage wall 1 2.315 0.115 2.650 0.71

Deduction
 Door D2 -2 0.750 0.115 2.100 -0.36

Parapet Wall

Long Wall 2 10.240 0.115 1.000 2.36

Shot Wall 2 7.460 0.115 1.000 1.72

Total Qty 115 mm Thick Wall= 4.87

Measurement of In Side Plaster as Per Drawing 

Sum Note Point for deduction

1. 0.5 sq.m. below section is a full deduction

2. 0.5 sq.m. to 3.0 sq.m. between  half deduction in area

3. 3.0 sq.m above full deduction but add side pattas

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

10 In Side Plaster

Bed Room

Long Wall 2 4.000 3.000 24.00

Shot wall 2 3.000 3.000 18.00

Deduction

Door D1 -0.5 1.000 2.100 -1.05

Window W2 -0.5 1.200 1.000 -0.60

Window W3 -0.5 1.200 1.200 -0.72

Kitchen + Dining

Long Wall 2 4.000 3.000 24.00

Shot wall 2 4.000 3.000 24.00

Deduction

Door O -0.5 1.200 2.100 -1.26

Window W2 -1 1.200 1.000 -1.20

Verandah

Long Wall 2 3.000 3.000 18.00

Shot wall 1 3.000 3.000 9.00

Shot wall 1 3.000 1.200 3.60

Deduction

Door MS -0.5 1.200 1.200 -0.72

Door D -0.5 1.200 2.100 -1.26

Window W -0.5 2.000 1.200 -1.20

DRG. Room

Long Wall 2 5.550 3.000 33.30

Shot wall 2 4.000 3.000 24.00

Deduction

Door O -1 1.200 2.100 -2.52

Door D -0.5 1.200 1.200 -0.72

Window W -0.5 2.000 1.200 -1.20

Window W1 -1 1.500 1.200 -1.80

Bath Room

Long Wall 2 1.500 3.000 9.00

Shot wall 2 1.200 3.000 7.20

Deduction

Door D2 -0.5 0.750 2.100 -0.79

Vent V1 -0.5 0.900 0.600 -0.27

W.C.

Long Wall 2 1.500 3.000 9.00

Shot wall 2 1.000 3.000 6.00

Deduction

Door D2 -0.5 0.750 2.100 -0.79

Vent -0.5 0.600 0.600 -0.18

Passage
 Long Wall 2 2.320 3.000 13.92

Shot wall 2 1.390 3.000 8.34

Deduction

Door D2 -1 0.750 2.100 -1.58

Door D1 -1 1.000 2.100 -2.10

Door O -1 1.200 2.100 -2.52

Total Qty In Side Plaster= 208.89

Measurement of Out Side Plaster as Per Drawing 

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

11 Out Side Plaster

Front Side 1 4.450 4.775 21.25

1 3.230 2.180 7.04

Lintel W 1 2.000 1.300 2.60

Deduction

Door MS -0.5 1.200 1.200 -0.72

Window W -0.5 2.000 1.200 -1.20

Back Side 1 7.690 4.775 36.72

Lintel W 2 2 1.200 1.300 3.12

Deduction

Window W 2 -1 1.200 1.000 -1.20

Right Side 1 10.240 4.775 48.90

Deduction

Window W -0.5 2.000 1.200 -1.20

Window W 3 -0.5 1.200 1.200 -0.72

Vent -0.5 0.600 0.600 -0.18

Vent V1 -0.5 0.900 0.600 -0.27

 Left Side 1 10.240 4.775 48.90

Deduction

Window W 1 -1 1.500 1.200 -1.80

Window W 2 -0.5 1.200 1.000 -0.60

Parapet Wall

Long Wall 2 10.010 1.115 22.32

Shot Wall 2 7.460 1.000 14.92

Total Out Side Plastet Qty = 197.87

Measurement of Celling Plaster as Per Drawing 

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

12 Celling Plaster

Bed Room 1 4.000 3.000 12.00

Kitchen + Dining 1 4.000 4.000 16.00

Verandah 1 3.000 3.000 9.00

DRG. Room 1 5.550 4.000 22.20

Bath Room 1 1.500 1.200 1.80

W.C 1 1.500 1.000 1.50

Passage 1 2.320 1.390 3.22

Total Out Side Plastet Qty = 65.72

Measurement of In Out Side Plaster as Per Drawing 

Slab Beam
 Section

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description  No. Breadth Depth Quantity
(m)
(m) (m)

13 Slab RCC

Slab Area 1 10.240 7.690 0.100 7.87

S-1 3 10.240 0.230 0.350 2.47

S-2 4 3.000 0.230 0.350 0.97

S-3 3 4.000 0.230 0.350 0.97

S-4 1 1.500 0.230 0.350 0.12

S-5 1 2.315 0.230 0.350 0.19

Total RCC Slab Qty= 12.59

 Measurement of In Side Paint as Per Drawing 
Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

14 In Side Paint

Bed Room

Long Wall 2 4.000 3.000 24.00

Shot wall 2 3.000 3.000 18.00

Bed Room Ceiling 1 4.000 3.000 12.00

Deduction

Door D1 -1 1.000 2.100 -2.10

Window W2 -1 1.200 1.000 -1.20

Window W3 -1 1.200 1.200 -1.44

Kitchen + Dining

Long Wall 2 4.000 3.000 24.00

Shot wall 2 4.000 3.000 24.00

Kitchen + Dining Celling 1 4.000 4.000 16.00

Deduction

Door O -1 1.200 2.100 -2.52

Window W2 -2 1.200 1.000 -2.40

Verandah

Long Wall 2 3.000 3.000 18.00

Shot wall 1 3.000 3.000 9.00

Shot wall 1 3.000 1.200 3.60

Verandah Celling 1 3.000 3.000 9.00

Deduction

Door MS -1 1.200 1.200 -1.44

Door D -1 1.200 2.100 -2.52

Window W -1 2.000 1.200 -2.40

DRG. Room

Long Wall 2 5.550 3.000 33.30

Shot wall 2 4.000 3.000 24.00

DRG. Room Ceiling 1 5.550 4.000 22.20

Deduction

Door O -2 1.200 2.100 -5.04

Door D -1 1.200 1.200 -1.44

Window W -1 2.000 1.200 -2.40

Window W1 -2 1.500 1.200 -3.60

Bath Room

Long Wall 2 1.500 3.000 9.00

Shot wall 2 1.200 3.000 7.20

Bath Room Ceiling 1 1.500 1.200 1.80

Deduction

Door D2 -1 0.750 2.100 -1.58

Vent V1 -1 0.900 0.600 -0.54

W.C.

Long Wall 2 1.500 3.000 9.00

Shot wall 2 1.000 3.000 6.00

W.C Celling 1 1.500 1.000 1.50

Deduction

Door D2 -1 0.750 2.100 -1.58

Vent -1 0.600 0.600 -0.36

Passage

Long Wall 2 2.320 3.000 13.92

Shot wall 2 1.390 3.000 8.34

Passage Celling 1 2.320 1.390 3.22

Deduction

Door D2 -2 0.750 2.100 -3.15

 Door D1 -2 1.000 2.100 -4.20

Door O -2 1.200 2.100 -5.04

Total Qty In Side Plaster= 252.14

Measurement of Out Side Plaster as Per Drawing 

Measurement Book

Widht/ Height/
Length
Sr. No. Item Description No. Breadth Depth Quantity
(m)
(m) (m)

15 Out Side Plaster

Front Side 1 4.450 4.775 21.25

1 3.230 2.180 7.04

Lintel W 1 2.000 1.300 2.60

Deduction

Door MS -1 1.200 1.200 -1.44

Window W -1 2.000 1.200 -2.40

Back Side 1 7.690 4.775 36.72

Lintel W 2 2 1.200 1.300 3.12

Deduction

Window W 2 -1 1.200 1.000 -1.20

Right Side 1 10.240 4.775 48.90

Deduction

Window W -1 2.000 1.200 -2.40

Window W 3 -1 1.200 1.200 -1.44

Vent -1 0.600 0.600 -0.36

Vent V1 -1 0.900 0.600 -0.54

Left Side 1 10.240 4.775 48.90

Deduction

Window W 1 -2 1.500 1.200 -3.60

Window W 2 -1 1.200 1.000 -1.20

 Parapet Wall

Long Wall 2 10.010 1.115 22.32

Shot Wall 2 7.460 1.000 14.92

Total Out Side Plastet Qty = 191.18

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Suggested Read –

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Standards
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Concrete)
 What Is Construction Contract | Types of Engineering Contracts |
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Material | Unit Weight Building Materials
 Density of Cement Sand and Aggregate | Cement Density | Sand
Density | Aggregate Density | list of Density

Filed Under: Cement, Civil, Concrete, Quantity Survey, Survey

About Krunal Rajput
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