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.

Because of this method, very easy all methods like Centre Line Method & Crossing Method. And mostly Billing Engineer and Quantity Surveyor use this method.

Laminates contains plastics and resins. Some resins give off harmful gases.

In this article, we calculate step by calculation as below.

Most Important Point In This Article

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.

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 – 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

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.

Also, read: What Is Floating Slab| Floating Slab Construction | How to Build a Floating Slab | Advantages & Disadvantages Floating Slabs

#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

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

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.

Note

Building Estimation

Construction estimating is the process of anticipating the expense of building a physical structure. Estimators need to be as accurate as possible because profit margins (the livelihood of contractors) are impacted if any estimated direct and indirect costs for the project are off by even the slight amount.

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

It is processed predicting the probable cost of a project by calculating material quantity and their costing with help of market rates before undertaking of 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.

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Comments

Swapnil Sutar says

7th October 2020 at 10:39 am

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 —- sutarswapnil708@gmail.com.
Thanking you. Best of Luck Sir.

- Krunal Rajput says
  
  7th October 2020 at 11:19 am
  
  Thanks for response
  
  Please see the article, already add a link for the excel sheet
  
  - Dhiraj says
    
    20th December 2020 at 7:40 pm
    
    Hello Sir , I have not found any link for the excel sheet. Can you help me to find out?
    
    - Krunal Rajput says
      
      20th December 2020 at 9:41 pm
      
      https://drive.google.com/uc?export=download&id=1CkeWNg68pEXU8whEjTZpcKO9GaMA73Zo
      
yaseen says

5th November 2020 at 11:30 am

dear ,

where is estimation & , its only quantity of concrete ,
how much building material required ?
thanks for sharing knowledge .

- Krunal Rajput says
  
  5th November 2020 at 2:34 pm
  
  Thanks, Dear
  
Krunal Rajput says

6th November 2020 at 11:28 am

Nice Articale

- Krunal Rajput says
  
  6th November 2020 at 11:38 am
  
  Thanks
  
vinupradha says

24th November 2020 at 3:15 pm

Very useful.please send baseball court construction detailed estimate

- Krunal Rajput says
  
  15th April 2021 at 10:59 pm
  
  I have no experience of Baseball court construction
  
JAGDISH CHANDRA DANGI says

29th December 2020 at 6:53 pm

It’s only quantity of total material used in construction… Please provide estimate excel sheet … Thank you for sharing knowledge !!

gunasekhar says

30th December 2020 at 9:29 am

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 guna81761@gmail.com

Mukamanamara Vierney says

9th February 2021 at 1:51 am

This work is very helpful to me. Thank you very much.

- Krunal Rajput says
  
  9th February 2021 at 10:29 am
  
  Thanks
  
Rahul patil says

9th February 2021 at 2:05 am

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

24th February 2021 at 3:56 pm

Thanks

- Krunal Rajput says
  
  24th February 2021 at 7:36 pm
  
  Welcome
  
Kiran says

21st March 2021 at 6:15 pm

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.

Mohammed Umair Khan says

5th April 2021 at 1:38 am

Thanks, keep it up.

Kaushal Kishore Sinhaa says

1st May 2021 at 11:34 pm

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.

Vaishnavi says

10th May 2021 at 4:59 pm

Sir can you tell that by which method it is done longwall and shortwall method or center line method sir….