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.
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 Â
- 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
1. Excavation
How to Find Excavation as Per DrawingÂ
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. |
2. Footing P.C.C.
How to Find Footing P.C.C. as Per DrawingÂ
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 DrawingÂ
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. |
4. Column up to Plinth Level R.C.C.
How to Find Column up to Plinth Level R.C.C. as Per DrawingÂ
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 DrawingÂ
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. |
6. Plinth Beam R.C.C.
How to Find Plinth Beam R.C.C. as Per DrawingÂ
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 DrawingÂ
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 DrawingÂ
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 Â
How to Find Brick Masonry as Per DrawingÂ
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.
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 DrawingÂ
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 DrawingÂ
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 DrawingÂ
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 DrawingÂ
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 | Â Cu.m. | |
S-1 | 3 | 10.240 | 0.230 | 0.350 | 2.47 | Â Cu.m. | |
S-2 | 4 | 3.000 | 0.230 | 0.350 | 0.97 | Â Cu.m. | |
S-3 | 3 | 4.000 | 0.230 | 0.350 | 0.97 | Â Cu.m. | |
S-4 | 1 | 1.500 | 0.230 | 0.350 | 0.12 | Â Cu.m. | |
S-5 | 1 | 2.315 | 0.230 | 0.350 | 0.19 | Â Cu.m. | |
Total RCC Slab Qty= | 12.59 | Â Cu.m. |
14. In Side Paint
How to Find In Side Paint as Per DrawingÂ
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 DrawingÂ
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. |
Frequently Asked Questions about Long Wall and Short Wall Method:
What is the Long Wall and Short Wall Method in building quantity calculation?
The Long Wall and Short Wall Method is a technique used in civil engineering and construction to estimate quantities of materials required for construction projects. It involves dividing the building into long walls and short walls and calculating the quantities of materials such as bricks, cement, and steel for each section.
How does the Long Wall and Short Wall Method differ from other quantity estimation techniques?
Unlike other methods that calculate quantities based on area or volume, the Long Wall and Short Wall Method focuses on the length of walls in a building. It provides a more accurate estimation by considering the structural layout and dimensions of the building.
What are the advantages of using the Long Wall and Short Wall Method?
One advantage is its simplicity and ease of implementation, especially for buildings with complex layouts. Additionally, it allows for better control over material costs and reduces wastage by providing a detailed breakdown of material requirements for each section of the building.
How do I apply the Long Wall and Short Wall Method in practice?
To apply this method, you first need to identify the long walls and short walls in the building layout. Then, measure the lengths of these walls and calculate the quantities of materials required based on predefined unit rates or material specifications.
Are there any limitations or challenges associated with this method?
While the Long Wall and Short Wall Method is effective for many construction projects, it may not be suitable for buildings with irregular shapes or non-standard wall configurations. In such cases, additional adjustments or alternative estimation techniques may be necessary.
Can software tools or templates assist in implementing this method?
Yes, there are various software tools and Excel templates available that can streamline the calculation process and help automate the generation of quantity estimates using the Long Wall and Short Wall Method. These tools often allow for customization based on specific project requirements.
How can I ensure the accuracy of quantity estimates obtained through this method?
To ensure accuracy, it’s essential to input precise measurements and verify calculations against project drawings and specifications. Regular updates and revisions to the estimates may also be necessary as the project progresses and new information becomes available.