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.
This long wall and short wall method is very easy to calculation in the estimation sheet. In this estimation excel sheet easy calution using a excel formulas. In this article also attached construction cost estimate template excel sheet. so please see that.
Laminates contains plastics and resins. Some resins give off harmful gases. In this article, we calculate step by calculation as below.
Note: Free Download building construction estimate spreadsheet excel download UK, US, Canada, and also India.
Important Point
Following Quantities Are Building Estimation
- Excavation
- Footing P.C.C.
- Footing R.C.C.
- Column up to Plinth Level R.C.C.
- Backfilling
- Plinth Beam R.C.C.
- Grae Slab R.C.C.
- Column Up to Slab Level R.C.C.
- Brick Masonry
- In Side Plaster
- Out Side Plaster
- Celling Plaster
- Slab R.C.C.
- In Side Paint
- 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, Building Material Calculator Free Download – Download Excel Sheet
Building Estimation and Costing Excel Sheet – 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
As per follows table format copy of the building estimate excel sheet.
| 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
- 0.5 sq.m. below section is a full deduction
- 0.5 sq.m. to 3.0 sq.m. between half deduction in area
- 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. | |||||
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Detailed Estimate of G+1 Building PDF = Click Here
Building Estimate Format in Excel Free Download = Click Here
Estimation Excel Sheet Download = Click Here
Construction Estimate Format = Click Here
Building Estimate Format in PDF = Click Here
Cost Estimation Excel Sheet.xls Download= Click Here
Measurement Sheet and Abstract Sheet = Click Here
Detailed Estimate of Building Format in Excel = Click Here
Detailed Estimate of a Residential Building PDF Download = Click Here
Building Estimation
A building estimator or cost estimator is an individual that quantifies the materials, labor, 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
Estimation of A Building With Plan is processed of predicting the probable cost of the project by calculating material quantity and their costing with help of market rates before undertaking any construction project.
Estimate of Building in Excel
Cost Estimation RCC Building Excel Sheet In order to determine the rate of a particular item, the factors affecting the rate of that item are studied carefully and then finally a rate is decided for that item. This process of determining the rates of an item is termed as analysis of rates or rate analysis.
Estimate for Building
Estimation of A Building With Plan is processed of predicting the probable cost of the project by calculating material quantity and their costing with help of market rates before undertaking any construction project.
Estimation and Costing of Building
The basic definition of estimation is the estimate of record materials an item of work or cost of all projects all detail of uses the building item-like beam column slab wall window door, etc, and also the cost of labor number of labor also to calculate the time of finished the project. we have given drawing skect.
Estimation in Civil Engineering
Estimation in civil engineering is the process of determining the number of materials, resources, and money needed to operate during a construction project. This is usually done before the start of the project, so you can procure estimated materials and gather the funds as the project progresses.
Estimate of Building Construction
The valuation of a building or property is found by multiplying the net income by year’s purchase. The valuation, in this case, can be too high in comparison with the actual cost of construction.
Building Estimate Format for Bank Loan India
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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 —- [email protected].
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
Hi sir
Kindly provide me this house drawing in pdf
Very nice to find all the details also very generous of you sharing the excel sheet.
Thanks
dear ,
where is estimation & , its only quantity of concrete ,
how much building material required ?
thanks for sharing knowledge .
Thanks, Dear
Nice Articale
Thanks
Very useful.please send baseball court construction detailed estimate
I have no experience of Baseball court construction
It’s only quantity of total material used in construction… Please provide estimate excel sheet … Thank you for sharing knowledge !!
Thank you so much for giving me information and cooperation
I Need Full Course building estimation cost
And Formalas So You Have Any Material In This Could You Please Send Me
This Is My Mail Id [email protected]
I am civil engineer student if u want to learn Quantity and cost Estimation u can contact me
Hey i have some questions on this and its urgent would u be able to lend a hand?
This work is very helpful to me. Thank you very much.
Thanks
I want this this type plan…calculate the quantity of items work using standard measurement sheets load bearing residential structure using description of items from DSR(1bhk plan with staircase)
Thanks
Welcome
Hello Krunal,
Thank you for your building estimator. Its really very helpful to understand estimate.
I have different query – I got detailed drawing for construction of house but could not able to estimate using your estimator as i am not very well versed with terminology.
Do you give paid service to give me detail estimation such as how much exact concrete required, steel required, other things such as masonry (bricks, plastering), plubming, electricity etc. if i provide you details of the plan ? This will help me to decide whether to go with only labor or give to builder ?
Looking for your reply.
Thank you very much.
Thanks, keep it up.
Sir, Thanks for such a great information. I have to build a g+3 building under a contractor. But I want to have some knowledge about footings, columns, beams and slab. Can I have specific knowledge from your site? i.e. specification of steel bars and their dia etc.
Sir can you tell that by which method it is done longwall and shortwall method or center line method sir….
Halloo
Please may I request your training on doing interior works meansurement. Thanks
Hello sir
Your article is very helpful to understand building estimation but sir how steel ,labour charges and foam work include in estimation please reply sir or send me explanation of above three mention things.thanks sir for sharing valuable knowledge