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
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.
Also, read: What Is Sand Blasting | Concrete Sand-blasting Equipment | Key Benefits
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.
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 (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. |
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 | |||||||
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
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 | |||||||
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 & 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 | |||||||
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
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 | |||||||
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. |
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 (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
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 | |||||||
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
Column Length & Breadth= 0.230 m
Height = Ground Slab – Ground Floor – Slab Beam
Height = 3 – 0 – 0.350 = 2.650 m
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
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.
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
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 | |||||||
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
Slab Beam
Section
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
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.
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robindro says
Recently found your site extremly usefull.
What civil engineers wish is how to convince the authority is what if not followed manditory tests at site and in lab and concequences. As such clients osr administrator sometime refuse the bill.
Komal says
Thank you for informing about this
Yach measurement sheet chi mala abstract sheet milu shakel ka
Komal says
Abstract sheet pahije
Sajjad says
Please how to download this book. and thanks for information