Dear friend, we work building quantity calculation in manual in a paper, So now going we area in how to Calculate in Excel use a long wall and short wall method.
Because of this method, very easy all methods like Centre Line Method & Crossing Method. And mostly Billing Engineer and Quantity Surveyor use this method.
Laminates contains plastics and resins. Some resins give off harmful gases.
In this article, we calculate step by calculation as below.
Most Important Point In This Article
Following Quantities Are Building Estimation
1. Excavation
2. Footing P.C.C.
3. Footing R.C.C.
4. Column up to Plinth Level R.C.C.
5. Backfilling
6. Plinth Beam R.C.C.
7. Grae Slab R.C.C.
8. Column Up to Slab Level R.C.C.
9. Brick Masonry
10. In Side Plaster
11. Out Side Plaster
12. Celling Plaster
13. Slab R.C.C.
14. In Side Paint
15. Out Side Pint
Building Estimation
It is processed by predicting the probable cost of a project by calculating material quantity and their costing with help of market rates before undertaking any construction project.
Or
A building estimator or cost estimator is an individual that quantifies the materials, labor, and equipment needed to complete a construction project.
Building Estimate Format in Excel – Download Excel Sheet
Also, read: How to Find House Construction Cost
#1. Excavation
How to Find 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
| QUANTITY SHEET | |||||||
| 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
#2. Footing P.C.C.
How to Find 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
| QUANTITY SHEET | |||||||
| 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. | |||||
#3. Footing R.C.C.
How to Find 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
| QUANTITY SHEET | |||||||
| 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
#4. Column up to Plinth Level R.C.C.
How to Find 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
| QUANTITY SHEET | |||||||
| 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. | |||||
#5. Backfilling
How to Find 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
| QUANTITY SHEET | |||||||
| 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
#6. Plinth Beam R.C.C.
How to Find 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
| QUANTITY SHEET | |||||||
| 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. | |||||
#7. Grae Slab R.C.C.
How to Find 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.
| QUANTITY SHEET | |||||||
| 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. | |||||
#8. Column Up to Slab Level R.C.C.
How to Find 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
| QUANTITY SHEET | |||||||
| 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. | |||||
#9. Brick Masonry
How to Find 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.
| QUANTITY SHEET | |||||||
| 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. | |||||
#10. In Side Plaster
How to Find 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
| QUANTITY SHEET | |||||||
| 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. | |||||
#11. Out Side Plaster
How to Find Out Side Plaster as Per Drawing
| QUANTITY SHEET | |||||||
| 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. | |||||
#12. Celling Plaster
How to Find Celling Plaster as Per Drawing
| QUANTITY SHEET | |||||||
| 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. | |||||
#13. Slab R.C.C.
How to Find In Out Slab R.C.C. as Per Drawing
Slab Beam
Section
| QUANTITY SHEET | |||||||
| 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. | |||||
#14. In Side Paint
How to Find In Side Paint as Per Drawing
| QUANTITY SHEET | |||||||
| 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. | |||||
#15. Out Side Pint
How to Find Out Side Plaster as Per Drawing
| QUANTITY SHEET | |||||||
| 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. | |||||
Building Estimation
- A building estimator or cost estimator is an individual that quantifies the materials, labour, and equipment needed to complete a construction project.
- Building cost estimating can concern diverse forms of construction from residential properties to hi-rise and civil works.
Calculated to Estimate
- Estimation is used to predict the answer to a calculation.
- The estimation uses round numbers in a calculation to make it quicker or easier to get an approximate answer.
- For example, if we were to estimate the answer to 11.87 x 4.876. We could use the calculation 10 x 5 = 50.
Estimation of Building
It is processed predicting the probable cost of a project by calculating material quantity and their costing with help of market rates before undertaking of any construction project.
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Hello Sir,
Its really nice to visit your website. luckily I got your website and I saw that, its complete ocean of knowledge for civil engineers. really appreciable of your talent and knowledge. Thanks a lot Sir for sharing your valuable knowledge and experience…. I pray for your success…
Sir, can you share the File of “Complete Building Estimation Step by Step In Excel Sheet Calculator”. Sir, If you can, plz mail me on —- sutarswapnil708@gmail.com.
Thanking you. Best of Luck Sir.
Thanks for response
Please see the article, already add a link for the excel sheet
Hello Sir , I have not found any link for the excel sheet. Can you help me to find out?
https://drive.google.com/uc?export=download&id=1CkeWNg68pEXU8whEjTZpcKO9GaMA73Zo
dear ,
where is estimation & , its only quantity of concrete ,
how much building material required ?
thanks for sharing knowledge .
Thanks, Dear
Nice Articale
Thanks
This work is very helpful to me. Thank you very much.
Thanks
Thanks
Welcome