Building Estimation Step by Step In Excel Sheet : 2024

Importance of Building Estimation:

Long Walls : These are the walls that run along the length of the building. In the estimation process, you calculate the length of these walls separately. For a rectangular building, you would measure the length of the building and multiply it by the height and thickness of the wall to find the volume or area of the long walls . Short Walls : Similarly, the short walls run across the width of the building. You measure these separately from the long walls . The calculation involves measuring the width of the building, then multiplying it by the height and thickness to determine the volume or area. Application in Excel : When using an Excel sheet for estimation of building , you input the measurements of both the long and short walls into the respective columns. The Excel sheet then uses these inputs to calculate the total quantity of materials needed, such as bricks, concrete, and plaster. This method allows for precise estimation, ensuring that no aspect of the building's structure is overlooked. Advantages : The long wall and short wall method is advantageous because it simplifies the estimation process. By breaking down the structure into manageable sections, it allows for more accurate calculations. Additionally, using an Excel sheet for this method ensures that all calculations are automated, reducing the chances of human error and saving time. Examples : For instance, if you have a building with a total length of 30 meters and a width of 20 meters, you would calculate the volume for the long walls and short walls separately. Suppose the walls are 3 meters high and 0.3 meters thick. The volume for the long walls would be calculated as: Volume of Long Walls = Length x Height x Thickness x Number of Walls Volume = 30m x 3m x 0.3m x 2 (for two walls) = 54 cubic meters Volume = 20m x 3m x 0.3m x 2 (for two walls) = 36 cubic meters Read more

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 Read more

Building Estimation

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 Read more

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. Read more

2. Footing P.C.C.

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 Read more

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. Read more

3. Footing R.C.C.

Length = 1.0m = 1.0m Here Height = 0.450 m And, 1.0 m = footing size Read more

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. Read more

4. Column up to Plinth Level R.C.C.

Length = 0.230 m, Breadth = 0.230 m Here Height = 1.05 m Read more

QUANTITY SHEET Sr. No. Item Description No. Length (m) Widht/ Breadth (m) Height/ Depth (m) Quantity Uni t 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. Read more

5. Backfilling

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 Read more

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. Read more

6. Plinth Beam R.C.C.

and beam size = 0.230 m x 0.600 m Read more

QUANTITY SHEET Sr. No. Item Description No. Length (m) Widht/ Breadth (m) Height/ Depth (m) Quantity U nit 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. Read more

7. Grae Slab R.C.C.

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. Read more

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. Read more

8. Column Up to Slab Level R.C.C.

Column Length & Breadth= 0.230 m Height = Ground Slab - Ground Floor - Slab Beam Height = 3 - 0 - 0.350 = 2.650 m Read more

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. Read more

9. Brick Masonry

All length as per drawing and height = 3.00 m - 0.35 m = 2.65 m. Read more

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. Read more

10. In Side Plaster

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 Read more

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. Read more

11. Out Side Plaster

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. Read more

12. Celling Plaster

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. Read more

13. Slab R.C.C.

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. Read more

14. In Side Paint

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 . Read more

15. Out Side Pint

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. Read more

Conclusion

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Building Estimation

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. Read more

Estimation of Building

Estimate for Building

Estimation in Civil Engineering

Estimation of a House

Header Introduction Scope of work Materials and labor costs Payment terms Estimated timeline Terms and conditions Signature Read more

Civil Estimation

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 Read more

How to Prepare Estimate for a Building?

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. Read more

Quantity of Various Item Involved in the Structure Are Calculated Using

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. Read more

Detailed Estimate Example

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 Read more

Estimating and Costing of Building

Design the building Quantity surveying Cost analysis Labor costs Overhead costs Contingencies Summarize the costs Read more

Calculate the Quantity of Earth Filling in Plinth for Room 5 M X 4 M for Plinth Height Is 0.6 M.

Room dimensions: 5 m x 4 m Plinth height: 0.6 m Read more

Volume of earth filling = 5 m x 4 m x 0.6 m Volume of earth filling = 12 cubic meters Read more

Quantity Estimation of Building

All Cement Prices in India How to Calcuted of M30 Grade of Concrete How to Calculated MS Plate Weight Top 10 Water Tank Brands in India What does 1BHK, 2BHK, 3BHK, 4 BHK, 2.5 BHK, 1 RK, 2 BHK 2T, 3 BHK 2T, 3 BHK 3T Mean? Density of Cement Sand and Aggregate Difference Between Pre-Tensioning and Post-Tensioning 20 Types of Plumbing Pipes for Different Use What Is Spread Footing What Is Pitched Roof What Is Parapet Wall And Their Types What Is Concrete Mix Ratio? Read more

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QUANTITY SHEET
Sr. No.	Item Description	No.	Length(m)	Widht/Breadth(m)	Height/Depth(m)	Quantity	Unit
1	Earthwork in Excavation inFoundation:
	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.

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.

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.

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.

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.

Building Estimation Step by Step In Excel Sheet : 2024

Importance of Building Estimation:

The Long Wall and Short Wall Method Explained:

Following Quantities Are Building Estimation

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

Conclusion

Some Excel File For Your Refrence

Building Estimation

Calculated to Estimate

Estimation of Building

Estimate of Building in Excel

Estimate for Building

Estimation and Costing of Building

Estimation in Civil Engineering

Estimate of Building Construction

Estimation of a House

House Estimate Format

Civil Estimation

Sample Detailed Estimate of Building

How to Prepare Estimate for a Building?

Quantity of Various Item Involved in the Structure Are Calculated Using

How to Calculate Estimate of Building

Detailed Estimate Example

Estimation Format

Estimating and Costing of Building

Calculate the Quantity of Earth Filling in Plinth for Room 5 M X 4 M for Plinth Height Is 0.6 M.

Quantity Estimation of Building

Estimation for Residential Building

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