What Is Measurement Book?
Important Point
“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
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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 Also, read: Plan Elevation Section 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 FAQ Themeasurement 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: Measurement 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
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 ofOut 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