Building Estimation Step by Step In Excel Sheet

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

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.

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Building Estimation and Costing Excel Sheet – [button url=”https://drive.google.com/uc?export=download&id=1CkeWNg68pEXU8whEjTZpcKO9GaMA73Zo” target=”self” style=”default” background=”#004D3F” color=”#FFFFFF” size=”3″ wide=”no” center=”no” radius=”auto” icon=”” icon_color=”#FFFFFF” text_shadow=”none” desc=”” download=”” onclick=”” rel=”” title=”” id=”” class=””]Download Excel Sheet[/button]

#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.

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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 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.

[/table]

Also, Read: What Is Mortar | Uses of Mortar | Advantages & Disadvantages of Mortar | Applications of Mortar | Properties of Mortar

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

Also, Read: What Is Traffic Rotaries? | Rotary Intersection | What Is Rotary Island? | Advantages & Disadvantages of Traffic Rotary

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

Also, Read: What Is a Spillway | Types of Spillway | Definition Spillway | Spillway Design

#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

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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.

[/table]

#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.

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

Also, Read: Monolithic Slab I Monolithic Definition I Monolithicfooting I Monolithic Slab Foundationl Monolithic Slab Foundation Design L What Is a Monolithic Slab L How to Form a Monolithic Slab

#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.

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

#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

[table responsive=”yes” alternate=”yes” fixed=”no” class=””]

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.

[/table]

Also, Read: What Is Plum Concrete | Purpose of Plum Concrete | How to Prepare Plum Concrete | Advantages & Disdvantages of Plum Concrete

#11. Out Side Plaster

How to Find Out Side Plaster as Per Drawing 

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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.

[/table]

#12. Celling Plaster

How to Find Celling Plaster as Per Drawing 

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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.

[/table]

#13. Slab R.C.C.

How to Find In Out Slab  R.C.C. as Per Drawing 

Slab Beam

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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.

[/table]

Also, Read: What Is Tie Beam? | Tie Beam Details | Ties in Column | Tie Beam Design | Concrete Tie Beam | Tie Beam Reinforcement Details

#14. In Side Paint

How to Find In Side Paint as Per Drawing 

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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.

[/table]

#15. Out Side Pint

How to Find Out Side Plaster as Per Drawing 

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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.

[/table]

Also, Read: What Is Tie Beam? | Tie Beam Details | Ties in Column | Tie Beam Design | Concrete Tie Beam | Tie Beam Reinforcement Details

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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.

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