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
Important Point
- 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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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.
Estimation of a House
As a rough estimate, the average cost to build a house in the United States ranges from $100 to $400 per square foot, depending on the above-mentioned factors. So, for example, if you are planning to build a 2,000 square foot house, the estimated cost could be between $200,000 to $800,000.
House Estimate Format
A typical format for a house estimate includes:
- Header
- Introduction
- Scope of work
- Materials and labor costs
- Payment terms
- Estimated timeline
- Terms and conditions
- Signature
Civil Estimation
Civil estimation refers to the process of estimating the cost and resources required for civil engineering projects such as building construction, road construction, bridge construction, and other infrastructure projects. Civil estimation involves calculating the cost of materials, labor, equipment, and other expenses involved in a construction project.
Sample Detailed Estimate of Building
- Site preparation and foundation work: $50,000
- Structural frame: $100,000
- Exterior and interior walls: $80,000
- Roofing: $30,000
- Plumbing: $40,000
- Electrical: $50,000
- HVAC: $60,000
- Finish work: $100,000
Total estimate: $510,000
How to Prepare Estimate for a Building?
How to Write a Construction Estimate in 8 Steps
- Review The Scope of The Project.
- Provide a rough timeline.
- Determine What Work You Need to Subcontract Out.
- Put Together an Estimate of The Cost of Materials.
- Check Out The Competition.
- Outline Your Terms And Conditions.
- Make Your Estimate Professional.
- Submit Your Estimate.
Quantity of Various Item Involved in the Structure Are Calculated Using
The quantity of various items involved in a structure, such as materials, labor, and equipment, is typically calculated using a combination of mathematical formulas, engineering principles, and project management software.
How to Calculate Estimate of Building
Approximate cost on various work of material to complete the construction for 1000 ft 2
- Total Cost. = Builtup area × Approx cost per sq. ft. = 1000 × 1000. = 1000000.00 Rs.
- Amount of Aggregate Required. = Builtup area × 0.608. = 1000 × 0.608. = 608.00 Ton.
- Flooring. = Builtup area × 1.3. = 1000 × 1.3. = 1300.00 Sq.
Detailed Estimate Example
For example, if a project contains only two tasks, Task A and Task B, and they are the exact same size: If Task A has an estimate with an accuracy of 10%, and. If Task B has an estimate with an accuracy of 20%, The accuracy of the project estimate is (10 + 20) / 2 = 15%
Estimation Format
To provide an estimation, I would typically need the following information:
- The task or project you want an estimation for
- The scope and requirements of the task or project
- The deadline or timeline for completion
- The level of complexity involved
- The resources and team required
- Any potential risks or challenges that may affect the estimation
Estimating and Costing of Building
Estimating and costing of a building is the process of calculating the approximate cost of construction of a building project before construction begins. This involves a detailed analysis of the materials, labor, and other expenses that will be required to complete the project. The following are the steps involved in estimating and costing a building:
- Design the building
- Quantity surveying
- Cost analysis
- Labor costs
- Overhead costs
- Contingencies
- Summarize the costs
Calculate the Quantity of Earth Filling in Plinth for Room 5 M X 4 M for Plinth Height Is 0.6 M.
To calculate the quantity of earth filling in plinth for a room, we need to know the dimensions of the plinth and the height.
Given:
- Room dimensions: 5 m x 4 m
- Plinth height: 0.6 m
To calculate the quantity of earth filling, we can use the formula:
Volume of earth filling = Length x Width x Height
The length and width of the plinth will be the same as the room dimensions, so we can substitute those values into the formula:
- Volume of earth filling = 5 m x 4 m x 0.6 m
- Volume of earth filling = 12 cubic meters
Therefore, the quantity of earth filling in the plinth for a room with dimensions 5 m x 4 m and plinth height of 0.6 m is 12 cubic meters.
Quantity Estimation of Building
Cubical Contents Method
The cost of a structure is calculated approximately as the total cubical contents (Volume of buildings) multiplied by Local Cubic Rate. The volume of building is obtained by Length x breadth x depth or height. The length and breadth are measured out to out of walls excluding the plinth off set.
Estimation for Residential Building
As a rough estimate, a basic 1,500 square foot single-story home in a suburban area can cost around $150,000 to $250,000 to build, while a larger 2,500 square foot two-story home in the same area could cost around $250,000 to $400,000.
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Suggested Read –
- Estimate Excel
- Step Footings Detail
- What Is the Cost of 1 Bag Cement
- Building Construction Process from Start to Finish Pdf
- Software Used for Estimation and Costing in Civil Engineering
- What is BoQ | BoQ Meaning | Advantages of BoQ | What is BoM
- Difference Between One Way Slab and Two Way Slab | What is Slab
- What Is Rate Analysis | Rate Analysis of Earth Work, Brick, Concrete and Plaster
- What Is Construction Contract | Types of Engineering Contracts | Percentage-Rate Contract
- Estimation for Building Works | Centre Line Method | Long and Short Wall or Out and in to in a method
- What Is Structural Settlement | Causes For Structural Settlement | What Is Soil Settlement & Foundation Structural Settlement
Swapnil Sutar says
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.
Krunal Rajput says
Thanks for response
Please see the article, already add a link for the excel sheet
Dhiraj says
Hello Sir , I have not found any link for the excel sheet. Can you help me to find out?
Krunal Rajput says
https://drive.google.com/uc?export=download&id=1CkeWNg68pEXU8whEjTZpcKO9GaMA73Zo
yaseen says
dear ,
where is estimation & , its only quantity of concrete ,
how much building material required ?
thanks for sharing knowledge .
Krunal Rajput says
Thanks, Dear
Krunal Rajput says
Nice Articale
Krunal Rajput says
Thanks
vinupradha says
Very useful.please send baseball court construction detailed estimate
JAGDISH CHANDRA DANGI says
It’s only quantity of total material used in construction… Please provide estimate excel sheet … Thank you for sharing knowledge !!
gunasekhar says
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]
Mukamanamara Vierney says
This work is very helpful to me. Thank you very much.
Krunal Rajput says
Thanks
Rahul patil says
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)
Pravin amale says
Thanks
Krunal Rajput says
Welcome