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Building Estimation Step by Step In Excel Sheet

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.

Important Point

  • Following Quantities Are Building Estimation
  • Building Estimation
    • #1. Excavation
      • How to Find Excavation as Per Drawing 
    • #2. Footing P.C.C.
      • How to Find Footing P.C.C. as Per Drawing 
      • How to Find Footing R.C.C. as Per Drawing 
    • #4. Column up to Plinth Level R.C.C.
      • How to Find Column up to Plinth Level R.C.C. as Per Drawing 
    • #5. Backfilling
      • How to Find Backfilling as Per Drawing 
    • #6. Plinth Beam R.C.C.
      • How to Find Plinth Beam R.C.C. as Per Drawing 
    • #7. Grae Slab R.C.C.
      • How to Find Grae Slab RCC as Per Drawing 
    • #8. Column Up to Slab Level R.C.C.
      • How to Find Grae Slab RCC as Per Drawing 
    • #9. Brick Masonry  
      • How to Find Brick Masonry as Per Drawing 
    • #10. In Side Plaster
      • How to Find In Side Plaster as Per Drawing 
    • #11. Out Side Plaster
      • How to Find Out Side Plaster as Per Drawing 
    • #12. Celling Plaster
      • How to Find Celling Plaster as Per Drawing 
    • #13. Slab R.C.C.
      • How to Find In Out Slab  R.C.C. as Per Drawing 
    • #14. In Side Paint
      • How to Find In Side Paint as Per Drawing 
    • #15. Out Side Pint
      • How to Find Out Side Plaster as Per Drawing 
    • Building Estimation
    • Calculated to Estimate
    • Estimation of Building
    • Estimate of Building in Excel
    • Estimate for Building

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.

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

Section A-A

Footing Location

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

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

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

Plan

Elevation

Elevation

SectionSection

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

Slab Beam

Section

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.
FAQ

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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By Krunal Rajput

About Krunal Rajput

Hey, I am Krunal Rajput. The Man Behind CivilJungle. I started this site to spread knowledge about Civil Engineering. I am a Degree Holder in Civil Engineering.

You can find him on Facebook, Twitter, Tumblr, Instagram and Google News.

Comments

  1. 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 —- [email protected].
    Thanking you. Best of Luck Sir.

    Reply
    • 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

      Reply
      • 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?

        Reply
        • Krunal Rajput says

          20th December 2020 at 9:41 pm

          https://drive.google.com/uc?export=download&id=1CkeWNg68pEXU8whEjTZpcKO9GaMA73Zo

          Reply
          • Asad says

            26th June 2021 at 1:33 pm

            Hi sir
            Kindly provide me this house drawing in pdf

    • Bijay Kumar Swain says

      29th July 2021 at 8:49 pm

      Very nice to find all the details also very generous of you sharing the excel sheet.

      Thanks

      Reply
  2. 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 .

    Reply
    • Krunal Rajput says

      5th November 2020 at 2:34 pm

      Thanks, Dear

      Reply
  3. Krunal Rajput says

    6th November 2020 at 11:28 am

    Nice Articale

    Reply
    • Krunal Rajput says

      6th November 2020 at 11:38 am

      Thanks

      Reply
  4. vinupradha says

    24th November 2020 at 3:15 pm

    Very useful.please send baseball court construction detailed estimate

    Reply
    • Krunal Rajput says

      15th April 2021 at 10:59 pm

      I have no experience of Baseball court construction

      Reply
  5. 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 !!

    Reply
    • Akbar Hasnain says

      27th November 2021 at 1:47 am

      Thank you so much for giving me information and cooperation

      Reply
  6. 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 [email protected]

    Reply
    • Muhammad Hassan says

      15th January 2022 at 6:51 pm

      I am civil engineer student if u want to learn Quantity and cost Estimation u can contact me

      Reply
      • Fredo says

        21st April 2022 at 9:35 am

        Hey i have some questions on this and its urgent would u be able to lend a hand?

        Reply
  7. Mukamanamara Vierney says

    9th February 2021 at 1:51 am

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

    Reply
    • Krunal Rajput says

      9th February 2021 at 10:29 am

      Thanks

      Reply
  8. 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)

    Reply
  9. Pravin amale says

    24th February 2021 at 3:56 pm

    Thanks

    Reply
    • Krunal Rajput says

      24th February 2021 at 7:36 pm

      Welcome

      Reply
  10. 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.

    Reply
  11. Mohammed Umair Khan says

    5th April 2021 at 1:38 am

    Thanks, keep it up.

    Reply
  12. 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.

    Reply
  13. 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….

    Reply
  14. Robert says

    5th August 2021 at 4:05 am

    Halloo
    Please may I request your training on doing interior works meansurement. Thanks

    Reply
  15. Prashant yadav says

    29th August 2021 at 9:44 pm

    Hello sir
    Your article is very helpful to understand building estimation but sir how steel ,labour charges and foam work include in estimation please reply sir or send me explanation of above three mention things.thanks sir for sharing valuable knowledge

    Reply
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