What Is Measurement Book | How to Write Measurement Book | Recording Measurement Book
Important Point
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 No.:______ | |||||||
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 | Unit |
The Procedure of Recording Measurement Book:
Measurement book is recorded at two different stages as per below:
- Progressive measurement:
- Final measurement:
1. 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.
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2. 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.
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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
Also, read: What Is Slab Beam / Hidden Beam / Concealed Beam | Advantage and Disadvantage 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 In this plan, 11 footings as per drawing. Length = 1.0m = 1.0m Here Height = 0.450 m And, 1.0 m = footing size In this plan, 11 footings as per drawing. Length = 0.230 m, Breadth = 0.230 m Here Height = 1.05 m Section A-A 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 Also, read, Rate Analysis of Brick Masonry 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 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. Column Length & Breadth= 0.230 m Height = Ground Slab – Ground Floor – Slab Beam Height = 3 – 0 – 0.350 = 2.650 m Plan Elevation 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. 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 Slab Beam Section The measurement Book is a most important record. It is the basis of all accounts of quantities of work done, purchase made and it must contain such a complete record of facts as to be conclusive evidence in court of law. Like this post? Share it with your friends! Suggested Read –
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
1
Earthwork in Excavation in
Foundation:
Footing (1m x 1m)
11
2.200
2.200
1.580
84.12
Cu.m.
Depth From GL = 0.6 + 1 + 0.6
0.6 =Extra For working space
Total Qty=
84.12
Cu.m.
Measurement of Footing P.C.C. as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
2
Footing P.C.C.
Footing (1m x 1m)
11
1.300
1.300
0.075
1.39
Cu.m.
Thickness = 0.075
D = 0.150 + 1.0 + 0.150
Total Qty=
1.39
Cu.m.
Measurement of Footing R.C.C. as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
3
Footing R.C.C.
Base(1m x 1m)
11
1.000
1.000
0.450
4.95
Cu.m.
Thickness = 0.450
Total Qty=
4.95
Cu.m.
Also, read: Difference Between CPM and PERT/PERT Vs CPM | What Is CPM & PERTMeasurement of Column up to Plinth Level R.C.C. as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
4
Column up to Plinth Level R.C.C.
Column
11
0.230
0.230
1.050
0.61
Cu.m.
Total Qty=
0.61
Cu.m.
Measurement of Backfilling as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
5
BackFilling
5.a
Backfilling In Footing
Excavation Area
11
2.200
2.200
1.580
84.12
Cu.m.
Deduction
Footing P.C.C.
-11
1.300
1.300
0.075
-1.39
Cu.m.
Footing R.C.C.
-11
1.000
1.000
0.450
-4.95
Cu.m.
Footing Column
-11
0.230
0.230
1.050
-0.61
Cu.m.
5.a Total Qty=
77.16
Cu.m.
5.b
Plinth Beam Backfilling
Plinth area out to out
1
10.240
7.690
0.600
47.25
Cu.m.
Deduction
L-1
-3
10.240
0.230
0.600
-4.24
Cu.m.
L-2
-4
3.000
0.230
0.600
-1.66
Cu.m.
L-3
-3
4.000
0.230
0.600
-1.66
Cu.m.
L-4
-1
1.500
0.230
0.600
-0.21
Cu.m.
L-5
-1
2.315
0.230
0.600
-0.32
Cu.m.
5.b Total Qty=
39.17
Cu.m.
5.a + 5.b Total Qty=
116.33
Cu.m.
Measurement of Plinth Beam R.C.C. as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
6
Plinth Beam R.C.C.
Beam (230 mm x 600 mm)
L-1
3
10.240
0.230
0.600
4.24
Cu.m.
L-2
4
3.000
0.230
0.600
1.66
Cu.m.
L-3
3
4.000
0.230
0.600
1.66
Cu.m.
L-4
1
1.500
0.230
0.600
0.21
Cu.m.
L-5
1
2.315
0.230
0.600
0.32
Cu.m.
Total Qty=
0.32
Cu.m.
Measurement of Grae Slab RCC as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
7
Grae Slab R.C.C.
Plinth area out to out
1
10.240
7.690
0.100
7.87
Cu.m.
Deduction
Column
-11
0.230
0.230
0.100
-0.06
Cu.m.
Total Qty=
7.82
Cu.m.
Measurement of Grae Slab RCC as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
8
Column Up to Slab Level R.C.C.
Column
11
0.230
0.230
2.650
1.54
Cu.m.
Total Qty=
1.54
Cu.m.
Measurement of Brick Masonry as Per Drawing
Section
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
9
Brick Masonry
230 mm thick wall Brick Masonry
Long Wall
3
10.240
0.230
2.650
18.72
Cu.m.
Shot wall-1
3
3.000
0.230
2.650
5.49
Cu.m.
Shot wall-1
1
3.000
0.230
1.200
0.83
Cu.m.
Shot Wall-2
3
4.000
0.230
2.650
7.31
Cu.m.
Deduction
Column
-11
0.230
0.230
2.650
-1.54
Cu.m.
Window W
-2
2.000
0.230
1.200
-1.10
Cu.m.
Window W1
-2
1.500
0.230
1.200
-0.83
Cu.m.
Window W2
-3
1.200
0.230
1.200
-0.99
Cu.m.
Window W3
-1
1.200
0.230
1.500
-0.41
Cu.m.
Door o
-2
1.200
0.230
2.100
-1.16
Cu.m.
Door D
-1
1.200
0.230
2.100
-0.58
Cu.m.
Door D1
-1
1.000
0.230
2.100
-0.48
Cu.m.
Door MS
-1
2.000
0.230
1.200
-0.55
Cu.m.
Vent
-1
0.900
0.230
0.600
-0.12
Cu.m.
Vent V1
-1
0.600
0.230
0.600
-0.08
Cu.m.
Total Qty 230 mm Thick Wall=
24.49
Cu.m.
115 mm thick wall Brick Masonry
Bath Room
1
1.500
0.115
2.650
0.46
Cu.m.
Passage wall
1
2.315
0.115
2.650
0.71
Cu.m.
Deduction
Door D2
-2
0.750
0.115
2.100
-0.36
Cu.m.
Parapet Wall
Long Wall
2
10.240
0.115
1.000
2.36
Cu.m.
Shot Wall
2
7.460
0.115
1.000
1.72
Cu.m.
Total Qty 115 mm Thick Wall=
4.87
Cu.m.
Measurement of In Side Plaster as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
10
In Side Plaster
Bed Room
Long Wall
2
4.000
3.000
24.00
Sq.m.
Shot wall
2
3.000
3.000
18.00
Sq.m.
Deduction
Door D1
-0.5
1.000
2.100
-1.05
Sq.m.
Window W2
-0.5
1.200
1.000
-0.60
Sq.m.
Window W3
-0.5
1.200
1.200
-0.72
Sq.m.
Kitchen + Dining
Long Wall
2
4.000
3.000
24.00
Sq.m.
Shot wall
2
4.000
3.000
24.00
Sq.m.
Deduction
Door O
-0.5
1.200
2.100
-1.26
Sq.m.
Window W2
-1
1.200
1.000
-1.20
Sq.m.
Verandah
Long Wall
2
3.000
3.000
18.00
Sq.m.
Shot wall
1
3.000
3.000
9.00
Sq.m.
Shot wall
1
3.000
1.200
3.60
Sq.m.
Deduction
Door MS
-0.5
1.200
1.200
-0.72
Sq.m.
Door D
-0.5
1.200
2.100
-1.26
Sq.m.
Window W
-0.5
2.000
1.200
-1.20
Sq.m.
DRG. Room
Long Wall
2
5.550
3.000
33.30
Sq.m.
Shot wall
2
4.000
3.000
24.00
Sq.m.
Deduction
Door O
-1
1.200
2.100
-2.52
Sq.m.
Door D
-0.5
1.200
1.200
-0.72
Sq.m.
Window W
-0.5
2.000
1.200
-1.20
Sq.m.
Window W1
-1
1.500
1.200
-1.80
Sq.m.
Bath Room
Long Wall
2
1.500
3.000
9.00
Sq.m.
Shot wall
2
1.200
3.000
7.20
Sq.m.
Deduction
Door D2
-0.5
0.750
2.100
-0.79
Sq.m.
Vent V1
-0.5
0.900
0.600
-0.27
Sq.m.
W.C.
Long Wall
2
1.500
3.000
9.00
Sq.m.
Shot wall
2
1.000
3.000
6.00
Sq.m.
Deduction
Door D2
-0.5
0.750
2.100
-0.79
Sq.m.
Vent
-0.5
0.600
0.600
-0.18
Sq.m.
Passage
Long Wall
2
2.320
3.000
13.92
Sq.m.
Shot wall
2
1.390
3.000
8.34
Sq.m.
Deduction
Door D2
-1
0.750
2.100
-1.58
Sq.m.
Door D1
-1
1.000
2.100
-2.10
Sq.m.
Door O
-1
1.200
2.100
-2.52
Sq.m.
Total Qty In Side Plaster=
208.89
Sq.m.
Measurement of Out Side Plaster as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
11
Out Side Plaster
Front Side
1
4.450
4.775
21.25
Sq.m.
1
3.230
2.180
7.04
Sq.m.
Lintel W
1
2.000
1.300
2.60
Sq.m.
Deduction
Door MS
-0.5
1.200
1.200
-0.72
Sq.m.
Window W
-0.5
2.000
1.200
-1.20
Sq.m.
Back Side
1
7.690
4.775
36.72
Sq.m.
Lintel W 2
2
1.200
1.300
3.12
Sq.m.
Deduction
Window W 2
-1
1.200
1.000
-1.20
Sq.m.
Right Side
1
10.240
4.775
48.90
Sq.m.
Deduction
Window W
-0.5
2.000
1.200
-1.20
Sq.m.
Window W 3
-0.5
1.200
1.200
-0.72
Sq.m.
Vent
-0.5
0.600
0.600
-0.18
Sq.m.
Vent V1
-0.5
0.900
0.600
-0.27
Sq.m.
Left Side
1
10.240
4.775
48.90
Sq.m.
Deduction
Window W 1
-1
1.500
1.200
-1.80
Sq.m.
Window W 2
-0.5
1.200
1.000
-0.60
Sq.m.
Parapet Wall
Long Wall
2
10.010
1.115
22.32
Sq.m.
Shot Wall
2
7.460
1.000
14.92
Sq.m.
Total Out Side Plastet Qty =
197.87
Sq.m.
Measurement of Celling Plaster as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
12
Celling Plaster
Bed Room
1
4.000
3.000
12.00
Sq.m.
Kitchen + Dining
1
4.000
4.000
16.00
Sq.m.
Verandah
1
3.000
3.000
9.00
Sq.m.
DRG. Room
1
5.550
4.000
22.20
Sq.m.
Bath Room
1
1.500
1.200
1.80
Sq.m.
W.C
1
1.500
1.000
1.50
Sq.m.
Passage
1
2.320
1.390
3.22
Sq.m.
Total Out Side Plastet Qty =
65.72
Sq.m.
Measurement of In Out Side Plaster as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
13
Slab RCC
Slab Area
1
10.240
7.690
0.100
7.87
Cu.m.
S-1
3
10.240
0.230
0.350
2.47
Cu.m.
S-2
4
3.000
0.230
0.350
0.97
Cu.m.
S-3
3
4.000
0.230
0.350
0.97
Cu.m.
S-4
1
1.500
0.230
0.350
0.12
Cu.m.
S-5
1
2.315
0.230
0.350
0.19
Cu.m.
Total RCC Slab Qty=
12.59
Cu.m.
Measurement of In Side Paint as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
14
In Side Paint
Bed Room
Long Wall
2
4.000
3.000
24.00
Sq.m.
Shot wall
2
3.000
3.000
18.00
Sq.m.
Bed Room Ceiling
1
4.000
3.000
12.00
Sq.m.
Deduction
Door D1
-1
1.000
2.100
-2.10
Sq.m.
Window W2
-1
1.200
1.000
-1.20
Sq.m.
Window W3
-1
1.200
1.200
-1.44
Sq.m.
Kitchen + Dining
Long Wall
2
4.000
3.000
24.00
Sq.m.
Shot wall
2
4.000
3.000
24.00
Sq.m.
Kitchen + Dining Celling
1
4.000
4.000
16.00
Sq.m.
Deduction
Door O
-1
1.200
2.100
-2.52
Sq.m.
Window W2
-2
1.200
1.000
-2.40
Sq.m.
Verandah
Long Wall
2
3.000
3.000
18.00
Sq.m.
Shot wall
1
3.000
3.000
9.00
Sq.m.
Shot wall
1
3.000
1.200
3.60
Sq.m.
Verandah Celling
1
3.000
3.000
9.00
Sq.m.
Deduction
Door MS
-1
1.200
1.200
-1.44
Sq.m.
Door D
-1
1.200
2.100
-2.52
Sq.m.
Window W
-1
2.000
1.200
-2.40
Sq.m.
DRG. Room
Long Wall
2
5.550
3.000
33.30
Sq.m.
Shot wall
2
4.000
3.000
24.00
Sq.m.
DRG. Room Ceiling
1
5.550
4.000
22.20
Sq.m.
Deduction
Door O
-2
1.200
2.100
-5.04
Sq.m.
Door D
-1
1.200
1.200
-1.44
Sq.m.
Window W
-1
2.000
1.200
-2.40
Sq.m.
Window W1
-2
1.500
1.200
-3.60
Sq.m.
Bath Room
Long Wall
2
1.500
3.000
9.00
Sq.m.
Shot wall
2
1.200
3.000
7.20
Sq.m.
Bath Room Ceiling
1
1.500
1.200
1.80
Sq.m.
Deduction
Door D2
-1
0.750
2.100
-1.58
Sq.m.
Vent V1
-1
0.900
0.600
-0.54
Sq.m.
W.C.
Long Wall
2
1.500
3.000
9.00
Sq.m.
Shot wall
2
1.000
3.000
6.00
Sq.m.
W.C Celling
1
1.500
1.000
1.50
Sq.m.
Deduction
Door D2
-1
0.750
2.100
-1.58
Sq.m.
Vent
-1
0.600
0.600
-0.36
Sq.m.
Passage
Long Wall
2
2.320
3.000
13.92
Sq.m.
Shot wall
2
1.390
3.000
8.34
Sq.m.
Passage Celling
1
2.320
1.390
3.22
Sq.m.
Deduction
Door D2
-2
0.750
2.100
-3.15
Sq.m.
Door D1
-2
1.000
2.100
-4.20
Sq.m.
Door O
-2
1.200
2.100
-5.04
Sq.m.
Total Qty In Side Plaster=
252.14
Sq.m.
Measurement of Out Side Plaster as Per Drawing
Measurement Book
Sr. No.
Item Description
No.
Length
(m)Widht/
Breadth
(m)Height/
Depth
(m)Quantity
Unit
15
Out Side Plaster
Front Side
1
4.450
4.775
21.25
Sq.m.
1
3.230
2.180
7.04
Sq.m.
Lintel W
1
2.000
1.300
2.60
Sq.m.
Deduction
Door MS
-1
1.200
1.200
-1.44
Sq.m.
Window W
-1
2.000
1.200
-2.40
Sq.m.
Back Side
1
7.690
4.775
36.72
Sq.m.
Lintel W 2
2
1.200
1.300
3.12
Sq.m.
Deduction
Window W 2
-1
1.200
1.000
-1.20
Sq.m.
Right Side
1
10.240
4.775
48.90
Sq.m.
Deduction
Window W
-1
2.000
1.200
-2.40
Sq.m.
Window W 3
-1
1.200
1.200
-1.44
Sq.m.
Vent
-1
0.600
0.600
-0.36
Sq.m.
Vent V1
-1
0.900
0.600
-0.54
Sq.m.
Left Side
1
10.240
4.775
48.90
Sq.m.
Deduction
Window W 1
-2
1.500
1.200
-3.60
Sq.m.
Window W 2
-1
1.200
1.000
-1.20
Sq.m.
Parapet Wall
Long Wall
2
10.010
1.115
22.32
Sq.m.
Shot Wall
2
7.460
1.000
14.92
Sq.m.
Total Out Side Plastet Qty =
191.18
Sq.m.
Measurement Book PWD
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Abstract sheet pahije
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