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Akshay Kamath
 Sales Per Item Profit
£ 592.00 £ 56.00 £ 65.00
£ 562.00 £ 23.00 £ 32.00
£ 356,823.00 £ 23.00 £ 56.00
£ 23.00 £ 25.00 £ 23.00
£ 23.00 £ 25.00 £ 23.00
Client Name - Sathish Nayak
Name of Work-Civil & Structural Work
Name of Project -G+2 Storey Residential Building
Project No -01
Name of Consultant-Kamath Consultants

SL.
No

2
3

4
5

6
7

8
Client Name - Sathish Nayak
Name of Work-Civil & Structural Work
Name of Project -G+2 Storey Residential Building
Project No -01
Name of Consultant-Kamath Consultants

Mea

Item Discription

Earthwork in Excavation

F1 - 2900 x 2900 x 500

F2 - 3200 x 3200 x 600
F3 - 3500 x 3500 x 600
F4 - 3100 x 3100 x 550
F5 - 3350 x 3350 x 600

Total Excavation Quantity

Stone soling work below the plain cement concrete (p.c.c)

 F1 - 2900 x 2900 x 500
F2 - 3200 x 3200 x 600
F3 - 3500 x 3500 x 600
F4 - 3100 x 3100 x 550
F5 - 3350 x 3350 x 600

Total Stone Soling Quantity

Sand Filling Above Stone Soling

PCC of Grade M-10 - 1:3:6

F1 - 2900 x 2900 x 500

 F2 - 3200 x 3200 x 600
F3 - 3500 x 3500 x 600
F4 - 3100 x 3100 x 550
F5 - 3350 x 3350 x 600

Total PCC Quantity

Footing Shuttering Quantity

F1 - 2900 x 2900 x 500

F2 - 3200 x 3200 x 600
F3 - 3500 x 3500 x 600
F4 - 3100 x 3100 x 550
F5 - 3350 x 3350 x 600

Total Footing Shuttering Quantity

Footing Concrete Quantity M-20

F1 - 2900 x 2900 x 500

F2 - 3200 x 3200 x 600
 F3 - 3500 x 3500 x 600
F4 - 3100 x 3100 x 550
F5 - 3350 x 3350 x 600

Total Footing concrete Quantity

Shuttering work of Neck column till Plinth Beam

TOP

C1 Column on F1 footing
C2 Column on F2 Footing
C3 column on F3 Footing
C4 Column on F3 Footing
C2 column on F4 Footing
C3 COLUMN on F5 Footing

Total Shuttering Quantity upto Plinth Beam Top

Concreting work of Neck column till Plinth Beam

TOP -M-20
C1 Column on F1 footing
C2 Column on F2 Footing
C3 column on F3 Footing
C4 Column on F3 Footing
C2 column on F4 Footing
C3 COLUMN on F5 Footing

Total Concrete Quantity upto Plinth Beam Top

Thumb Rule = 75-80 % of Excavation will be

Backfilling Quantity [ Cum ]
No of Loads Required for 14 Cum Truck

C1 Column on F1 footing
C2 Column on F2 Footing
C3 column on F3 Footing
C4 Column on F3 Footing
C2 column on F4 Footing
C3 COLUMN on F5 Footing

Total Concrete Quantity upto Plinth Beam Bottom

Backfilling Quantity
 Measurement Sheet
`

No . Of Width /
Units Length ( M )
Member Breadth (M )

For Online Trainings- +91- 995377904

CUM 6 3.600 3.600
CUM 5 3.900 3.900
CUM 6 4.200 4.200
CUM 3 3.800 3.800
CUM 2 4.050 4.050

Cum 22

crete (p.c.c)
CUM 6 3.000 3.000
CUM 5 3.300 3.300
CUM 6 3.600 3.600
CUM 3 3.200 3.200
CUM 2 3.450 3.450

Cum 22

CUM 6 3.000 3.000

CUM 5 3.300 3.300
CUM 6 3.600 3.600
CUM 3 3.200 3.200
CUM 2 3.450 3.450

Cum 22

Perimeter
Sq Mtr 6 11.600 -
Sq Mtr 5 12.800 -
Sq Mtr 6 14.000 -
Sq Mtr 3 12.400 -
Sq Mtr 2 13.400 -

Sq.Mtr 22

cum 6 2.900 2.900

cum 5 3.200 3.200
 cum 6 3.500 3.500
cum 3 3.100 3.100
cum 2 3.350 3.350

cum 22

Perimeter

Sq.Mtr 6 1.800
Sq.Mtr 5 1.800
Sq.Mtr 4 1.800
Sq.Mtr 2 1.800
Sq.Mtr 3 1.800
Sq.Mtr 2 1.800

Sq.Mtr 22
 cum 6 0.450 0.450
cum 5 0.450 0.450
cum 4 0.450 0.450
cum 2 0.450 0.450
cum 3 0.450 0.450
cum 2 0.450 0.450

cum 22

491.056
493.284 516.25406 Total Backfilling after Com
35

Cum 6 0.45 0.45

Cum 5 0.45 0.45
Cum 4 0.45 0.45
Cum 2 0.45 0.45
Cum 3 0.45 0.45
Cum 2 0.45 0.45

Cum 22
622.66 backfilling Quantity after Compa

backfilong quatitiy = 35 % Extravafetr Comaopcation

 Depth /
Quantity Total Quantity
Thickness ( M)

91- 9953779047
2.050 26.568 159.408
2.050 31.181 155.903
2.050 36.162 216.972
2.050 29.602 88.806
2.050 33.625 67.250

688.339

550.67
493.284
0.150 1.350 8.100
0.150 1.634 8.168
0.150 1.944 11.664
0.150 1.536 4.608
0.150 1.785 3.571

36.110

0.100 0.900 5.400

0.100 1.089 5.445
0.100 1.296 7.776
0.100 1.024 3.072
0.100 1.190 2.381

24.074

0.500 5.800 34.800

0.600 7.680 38.400
0.600 8.400 50.400
0.550 6.820 20.460
0.600 8.040 16.080

160.14

0.500 4.205 25.230

0.600 6.144 30.720
0.600 7.350 44.100
0.550 5.286 15.857
0.600 6.733 13.467

129.374

1.800 3.240 19.440

1.700 3.060 15.300
1.700 3.060 12.240
1.700 3.060 6.120
1.750 3.150 9.450
1.700 3.060 6.120

68.670
 1.800 0.365 2.187
1.700 0.344 1.721
1.700 0.344 1.377
1.700 0.344 0.689
1.750 0.354 1.063
1.700 0.344 0.689

7.725

al Backfilling after Compaction 665.93289375 665.9329

665.93289375
665.9329
1.3 0.26 1.58
1.2 0.24 1.22
1.2 0.24 0.97
1.2 0.24 0.49
1.25 0.25 0.76
1.2 0.24 0.49

5.50
ng Quantity after Compaction = 35 % Extra from Backfilling Quantity

etr Comaopcation sandy

Clay
 Concrete Grade

1 1.5

Rupees
Cement [ Bags ] 8.0000
400
3200.0000
Sand [ Cft ] 15.0000
42
630.0000
Aggregate [ Cft ] 29.0000
50
1450.0000
Water [ Liters ] 160.0000
3
480.0000

Total Material Cost ₹ 5,760.00

4559

#NAME?

5598 5600 5590

2256 2300 2200
2600 3000 2000
Concrete Grade
Total Volume Water Cement ratio

1.5 3
1 0.4

Rupees Dollars

3200.0000 40.0000

630.0000 7.8750

1450.0000 18.1250

480.0000 6.0000

₹ 5,760.00 $72.00

8956 8960
4550 456.236 456.240

10500 11000
545
5890 5900
Footing Shuttering Quantity
Column Shuttering Quantity
Beam Shuttering Quantity
Slab Shuttering Quantity
Lintel Shuttering Quantity
Chajja Shuttering Quantity
Staircase Shuttering

Footing
Column
Beam
Slab
Staircase
Lintel +Chajja + Sill Band
PCC [ Footing + Plinth Beam ]

TOTAL

192.94524
4.743
4031.55

Masonary Work [ 1: 6 ]-
Outside Plastering [ 1:4 ] - 20MM
Inside Plastering - 1:6 - 12 MM
Ceiling Plastering - 1:3 [ 6 MM ]
Wall Putty [ Exterior + Interior + Ceiling ] -3 MM
Painting
Flooring - Tiles
Wall Dado
 Total

Cost Per Materials

Total

Total Material Cost [ Cement + Sand + Aggregate +Paint + Putty

40-60 % of Total Cost in Building is For Materi

 #REF!
297.42
388.273
406.751
41.651
15.93
64.363
M-20
264.816 490.90266

Concrete - RCC Cement [Bags ] Sand [ Cft ]

33.102 268 491
19.498 158 290
38.867 314 577
60.987 493 905
7.481 61 111
48.383 391 718
7.75 35 127

216.068 1720 3219

₹ 688,000.00 ###
38.8926
#REF! #REF! #REF!

Quantity Cement -Bags Sand - Cft

#REF! #REF! #REF!
557 91.348 453.1752
849 60.1092 443.99304
174 10.7532 39.80772
1581 - -
1581 - -
#REF!
#REF!
 #REF! #REF!
#REF! #REF!

#RE
158.1 105.4 263.5

Sand + Aggregate +Paint + Putty + Reinforcment

ost in Building is For Material only

 01:05.5
959.958

Aggregate [ Cft ] Total Material Cost Shuttering

982.000 ₹ 168,084.00 #REF!
579.000 ₹ 99,118.00 297.42
1153.000 ₹ 197,106.00 388.273
1809.000 ₹ 309,378.00 406.751
222.000 ₹ 38,164.00 64.363
1436.000 ₹ 245,432.00 57.581
253.000 ₹ 29,706.00 -

6434 ₹ 1,086,988.00 #REF!

₹ 270,228.00 $13,587.35
0.006

Putty [ KG ] Paint - 2 Coat -Liters Bricks - Nos

- - #REF!
- - -
- - -
- - -
4031.55 - -
- 263.5 -
 4031.55 263.5 #REF!
₹ 80,631.00 ₹ 105,400.00 #REF!

#REF!
100.78875 80631

#REF!

#REF!
1500000
#REF!
 ₹ 168,084.00

Tiles

#REF!
#REF!
#REF!

#REF!

#REF!
 Concrete - RCC
FOOTING 33.102
COLUMN 19.498
BEAM 38.867
SLAB 60.987
STAIRCASE 7.481
LINTEL + CHAJJA +SILL 48.383
PCC- FOOTING + PLINTH BEAM #REF!

TOTAL #REF!
 M-20
Cement [Bags ] Sand [ Cft ] Aggregate [ Cft ] Total Material Cost
268.000 491 982 ₹ 168,084.00
158.000 290 580 ₹ 99,160.00
314.000 577 1154 ₹ 197,148.00
493.000 905 1810 ₹ 309,420.00
61.000 111 222 ₹ 38,164.00
391.000 718 1436 ₹ 245,432.00
#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

Shuttering

#REF!
Client name - Nayak Bangalow at Bangalore
Name of work - Civil and Structural work
Name of project - G+2 Storey Residential project
Project No. -216

Ground Floor Column Shuttering Upto First fl

ent name - Nayak Bangalow at Bangalore
me of work - Civil and Structural work
me of project - G+2 Storey Residential project
oject No. -216
Mea
Item description

Ground Floor Column Shuttering Upto First floor

C 1 Column [ 200 X 350 MM ]
C 8 , C 12 & C 25 Column [ 200 X 350 MM ]
C 9 , C 10 , C 11 , C 20 Column [ 200 X 350 MM ]
C 13 & C 16 Column [ 200 X 350 MM ]
C 15 , C 21 , C 22 [ 200 X 500 MM ]
C2 , C3 , C6 & C7 [ 200 X 300 MM ]
C27 , C17 , C 23 [ 200 X 350 MM ]
C4 , C18 , C28 [ 200 X 350 MM ]
C26 Column [ 200 X 500 ]

Total Ground Floor Column

Ground Floor Column Concrete Upto First floor -
M-20 Grade
C 1 Column [ 200 X 350 MM ]
C 8 , C 12 & C 25 Column [ 200 X 350 MM ]
C 9 , C 10 , C 11 , C 20 Column [ 200 X 350 MM ]
C 13 & C 16 Column [ 200 X 350 MM ]
C 15 , C 21 , C 22 [ 200 X 500 MM ]
C2 , C3 , C6 & C7 [ 200 X 300 MM ]
C27 , C17 , C 23 [ 200 X 350 MM ]
C4 , C18 , C28 [ 200 X 350 MM ]
C26 Column [ 200 X 500 ]

Total Ground Floor Colum

1st Floor Beam Shuttering Quantity
FB1 -200 X 350
FB2 -200 X 350
FB3 -200 X 350
FB4 -200 X 350
FB5 - 200 X 400
FB6- 200 X 400
FB7 -200 X 350
FB8 -200 X 350
FB9 -200 X 350
FB10 -200 X 350
FB11- 200 X 400 -Sunk Portion
FB12- 200 X 400
FB13- 200 X 400-Sunk Portion
FB14- 200 X 400 -Complicated
FB15- 200 X 400
FB16- 200 X 400 -Complicated
FB17- 200 X 400
FB18 -200 X 350 -Intresting
FB19 -200 X 350
FB20 - 200 X 500
FB21- 200 X 500
FB22- 200 X 500
FB23- 200 X 500
FB24 -200 X 350
FB25 -200 X 350
FB26 -200 X 350
 FB27 -200 X 350
FB28 -200 X 350
FB29 -200 X 350
FB30 -200 X 350
FB31 -200 X 350
FB32- 200 X 400
FB33 -200 X 350
FB34 -200 X 350
FB35 -200 X 350
FB36 -200 X 350
FB37 -200 X 350 - Sunk
FB38- 200 X 400
FB39 -200 X 350
FB40 -200 X 350
FB41 -200 X 350
FB42 -200 X 350
FB43 -200 X 350
FB44 -200 X 350
FB45- 200 X 500
FB46- 200 X 500
FB47- 200 X 500
FB48- 200 X 400
FB49- 200 X 400
FB50- 200 X 400
FB51- 200 X 400
FB52- 200 X 400
FB53 -200 X 350
FB54- 200 X 400
FB55- 200 X 500
FB56 -200 X 350
FB57 -200 X 350
FB58- 200 X 400

1ST FLOOR Beam Concreting [ M-20 Grade ]

1ST FLOOR Beam Concreting [ M-20 Grade ]

FB1 -200 X 350

FB2 -200 X 350
FB3 -200 X 350
FB4 -200 X 350
FB5 - 200 X 400
FB6- 200 X 400
FB7 -200 X 350
FB8 -200 X 350
FB9 -200 X 350
FB10 -200 X 350
FB11- 200 X 400
FB12- 200 X 400
FB13- 200 X 400
FB14- 200 X 400
FB15- 200 X 400
FB16- 200 X 400
FB17- 200 X 400
FB18 -200 X 350
FB19 -200 X 350
FB20 - 200 X 500
FB21- 200 X 500
FB22- 200 X 500
FB23- 200 X 500
FB24 -200 X 350
FB25 -200 X 350
FB26 -200 X 350
FB27 -200 X 350
FB28 -200 X 350
FB29 -200 X 350
FB30 -200 X 350
FB31 -200 X 350
FB32- 200 X 400
FB33 -200 X 350
FB34 -200 X 350
FB35 -200 X 350
FB36 -200 X 350
FB37 -200 X 350
 FB38- 200 X 400
FB39 -200 X 350
FB40 -200 X 350
FB41 -200 X 350
FB42 -200 X 350
FB43 -200 X 350
FB44 -200 X 350
FB45- 200 X 500
FB46- 200 X 500
FB47- 200 X 500
FB48- 200 X 400
FB49- 200 X 400
FB50- 200 X 400
FB51- 200 X 400
FB52- 200 X 400
FB53 -200 X 350
FB54- 200 X 400
FB55- 200 X 500
FB56 -200 X 350
FB57 -200 X 350
FB58- 200 X 400

1ST FLOOR Slab Centering

S1
S2
S3
S4
S5
 S6
S7
S8
S9
S10
S11
S12
S13
S14 - Sunken slab
S15
S16 - Sunken slab
S17
S18
S19
S20
S21
S22
S23

TOTAL NOS

1ST FLOOR Slab Concreting [ M-20 Grade ]

 S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14 - Sunken slab
S15
S16 - Sunken slab
S17
S18
S19
S20
S21
S22
S23
 TOTAL NOS

Total 1st floor Concret

Beam Bottom FB4 -200 X 350

Beam Outside FB4 -200 X 350

FB4 -200 X 350

 Name of consultant -

Measurement sheet
No. of
Unit Length (M) Width (M)
member

st floor Perimeter

Sq.mtr 1.000 1.100

Sq.mtr 3.000 1.100
Sq.mtr 4.000 1.100
Sq.mtr 2.000 1.100
Sq.mtr 3.000 1.400
Sq.mtr 4.000 1.000
Sq.mtr 3.000 1.100
Sq.mtr 3.000 1.100
Sq.mtr 1.000 1.400

Column Shuttering Quantity

cum 1 0.200 0.350

cum 3 0.200 0.350
cum 4 0.200 0.350
cum 2 0.200 0.350
cum 3 0.200 0.500
cum 4 0.200 0.300
 cum 3 0.200 0.350
cum 3 0.200 0.350
cum 1 0.200 0.500

Column Concrete Quantity

Sq.mtr 1 4.995 0.2

Sq.mtr 1 1.527 0.2
Sq.mtr 1 4.750 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 4.550 0.2
Sq.mtr 1 0.550 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 1.327 0.2
Sq.mtr 1 3.400 0.2
Sq.mtr 1 3.000 0.2
Sq.mtr 1 4.255 0.2
Sq.mtr 1 0.900 0.2
Sq.mtr 1 4.550 0.2
Sq.mtr 1 3.400 0.2
Sq.mtr 1 3.000 0.2
Sq.mtr 1 3.955 0.2
Sq.mtr 1 0.900 0.2
Sq.mtr 1 4.000 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 4.000 0.2
Sq.mtr 1 4.550 0.2
Sq.mtr 1 1.145 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 1.800 0.2
Sq.mtr 1 4.000 0.2
Sq.mtr 1 2.000 0.2
Sq.mtr 1 3.055 0.2
Sq.mtr 1 0.495 0.2
Sq.mtr 1 3.484 0.2
Sq.mtr 1 3.484 0.2
Sq.mtr 1 3.400 0.2
Sq.mtr 1 3.619 0.2
Sq.mtr 1 4.650 0.2
Sq.mtr 1 3.484 0.2
Sq.mtr 1 3.700 0.2
Sq.mtr 1 2.850 0.2
Sq.mtr 1 5.200 0.2
Sq.mtr 1 3.400 0.2
Sq.mtr 1 1.600 0.2
Sq.mtr 1 1.484 0.2
Sq.mtr 1 0.816 0.2
Sq.mtr 1 1.600 0.2
Sq.mtr 1 1.584 0.2
Sq.mtr 1 4.400 0.2
Sq.mtr 1 5.800 0.2
Sq.mtr 1 5.050 0.2
Sq.mtr 1 5.800 0.2
Sq.mtr 1 2.150 0.2
Sq.mtr 1 2.050 0.2
Sq.mtr 1 4.900 0.2
Sq.mtr 1 0.400 0.2
Sq.mtr 1 0.816 0.2
Sq.mtr 1 3.434 0.2
Sq.mtr 1 4.400 0.2
Sq.mtr 1 3.584 0.2
Sq.mtr
Sq.mtr
1
1 Total 1St Floor Beam
5.800
4.900
0.2
0.2

Shuttering Quantity
4.75 0.2
Cum 1.0 4.995 0.20
Cum 1.0 1.527 0.20
Cum 1.0 4.750 0.20
Cum 1.0 1.800 0.20
Cum 1.0 4.550 0.20
Cum 1.0 0.550 0.20
Cum 1.0 1.800 0.20
Cum 1.0 1.327 0.20
Cum 1.0 3.400 0.20
Cum 1.0 3.000 0.20
Cum 1.0 4.255 0.20
Cum 1.0 0.900 0.20
Cum 1.0 4.550 0.20
Cum 1.0 3.400 0.20
Cum 1.0 3.000 0.20
Cum 1.0 3.955 0.20
Cum 1.0 0.900 0.20
Cum 1.0 4.000 0.20
Cum 1.0 1.800 0.20
Cum 1.0 1.800 0.20
Cum 1.0 4.000 0.20
Cum 1.0 4.550 0.20
Cum 1.0 1.145 0.20
Cum 1.0 1.800 0.20
Cum 1.0 1.800 0.20
Cum 1.0 4.000 0.20
Cum 1.0 2.000 0.20
Cum 1.0 3.055 0.20
Cum 1.0 0.495 0.20
Cum 1.0 3.484 0.20
Cum 1.0 3.484 0.20
Cum 1.0 3.400 0.20
Cum 1.0 3.619 0.20
Cum 1.0 4.650 0.20
Cum 1.0 3.484 0.20
Cum 1.0 3.700 0.20
Cum 1.0 2.850 0.20
 Cum 1.0 5.200 0.20
Cum 1.0 3.400 0.20
Cum 1.0 1.600 0.20
Cum 1.0 1.484 0.20
Cum 1.0 0.816 0.20
Cum 1.0 1.600 0.20
Cum 1.0 1.584 0.20
Cum 1.0 4.400 0.20
Cum 1.0 5.800 0.20
Cum 1.0 5.050 0.20
Cum 1.0 5.800 0.20
Cum 1.0 2.150 0.20
Cum 1.0 2.050 0.20
Cum 1.0 4.900 0.20
Cum 1.0 0.400 0.20
Cum 1.0 0.816 0.20
Cum 1.0 3.434 0.20
Cum 1.0 4.400 0.20
Cum 1.0 3.584 0.20
Cum 1.0 5.800 0.20
Cum 1.0 4.900 0.20

cum Total Beam concreting Quan

Sq.Mtr 1 1.800 1.775

Sq.Mtr 1 5.500 4.000
Sq.Mtr 1 4.500 1.800
Sq.Mtr 1 4.900 3.982
Sq.Mtr 1 1.800 0.800
Sq.Mtr 1 3.000 1.800
Sq.Mtr 1 4.700 1.100
Sq.Mtr 1 5.800 1.000
Sq.Mtr 1 5.800 4.255
Sq.Mtr 1 3.700 1.800
Sq.Mtr 1 4.000 2.000
Sq.Mtr 1 3.400 3.000
Sq.Mtr 1 2.050 2.050
Sq.Mtr 1 2.300 2.050
Sq.Mtr 1 2.150 2.050
Sq.Mtr 1 2.300 2.150
Sq.Mtr 1 3.484 1.327
Sq.Mtr 1 3.484 1.700
Sq.Mtr 1 3.484 3.000
Sq.Mtr 1 1.800 1.484
Sq.Mtr 1 4.555 3.584
Sq.Mtr 1 3.584 0.700
Sq.Mtr 1 4.555 0.816

1ST FLOOR SLAB CENTERING

0.6 0.9 No of Centering Plates Required ( Nos )
cum 1 1.800 1.750
cum 1 5.500 4.000
cum 1 4.500 1.800
cum 1 4.900 3.982
cum 1 1.800 0.800
cum 1 3.000 1.800
cum 1 4.700 1.100
cum 1 5.800 1.000
cum 1 5.800 4.255
cum 1 3.700 1.800
cum 1 4.000 2.000
cum 1 3.400 3.000
cum 1 2.050 2.050
cum 1 2.300 2.050
cum 1 2.150 2.050
cum 1 2.300 2.150
cum 1 3.484 1.327
cum 1 3.484 1.700
cum 1 3.484 3.000
cum 1 1.800 1.484
cum 1 4.555 3.584
cum 1 3.584 0.700
cum 1 4.555 0.816
 1ST FLOOR SLAB Concrete Quant

Concrete Quantity ( Beam +Slab )

Sq.mtr 1 1.800 0.2

Sq.mtr 2 1.800 0.2

Sq.mtr 1 1.800 0.2

Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr 1
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
Sq.mtr
 Kamath Constructions

Depth( M) Quantity Total quantity

3.300 3.630 3.630

3.300 3.630 10.890
3.300 3.630 14.520
3.300 3.630 7.260
3.300 4.620 13.860
3.300 3.300 13.200
3.300 3.630 10.890
3.300 3.630 10.890
3.300 4.620 4.620

Quantity Sq.mtr 89.760

3.300 0.231 0.231

3.300 0.231 0.693
3.300 0.231 0.924
3.300 0.231 0.462
3.300 0.330 0.990
3.300 0.198 0.792
 3.300 0.231 0.693
3.300 0.231 0.693
3.300 0.330 0.330

Quantity Cum 5.808

0.35 3.657 3.657

0.35 1.105 1.105
0.35 3.523 3.523
0.35 1.620 1.620
0.4 3.185 3.185
0.4 0.468 0.468
0.35 1.350 1.350
0.35 1.105 1.105
0.35 2.510 2.510
0.35 1.760 1.760
0.4 2.929 2.929
0.4 0.715 0.715
0.4 3.088 3.088
0.4 2.873 2.873
0.4 2.100 2.100
0.4 2.961 2.961 3.089
0.4 0.715 0.715
0.35 2.835 2.835 2.835
0.35 1.350 1.350
0.5 1.890 1.890 2.835
0.5 4.035 4.035
0.5 3.959 3.959
0.5 0.972 0.972
0.35 1.080 1.080
0.35 1.350 1.350
0.35 3.000 3.000
 0.35 1.460 1.460
0.35 2.291 2.291
0.35 0.371 0.371
0.35 2.750 2.750
0.35 2.090 2.090
0.4 3.400 3.400
0.35 5.409 5.409
0.35 3.880 3.880
0.35 2.090 2.090
0.35 2.405 2.405
0.35 2.138 2.138 2.138
0.4 4.100 4.100
0.35 2.550 2.550
0.35 1.200 1.200
0.35 0.890 0.890
0.35 0.682 0.682
0.35 1.200 1.200
0.35 0.950 0.950
0.5 3.820 3.820
0.5 5.150 5.150
0.5 4.475 4.475
0.4 4.060 4.060
0.4 1.828 1.828
0.4 1.743 1.743
0.4 3.380 3.380
0.4 0.420 0.420
0.35 0.682 0.682
0.4 2.404 2.404
0.5 5.180 5.180
0.35 2.758 2.758

t Floor Beam
0.35
0.4
4.420
4.245
4.420
4.245

ing Quantity 140.555

0.35 3.523
0.35 0.350 0.34965
0.35 0.11 0.11
0.35 0.33 0.33
0.35 0.13 0.13 0.57
0.40 0.36 0.36
0.40 0.04 0.04
0.35 0.13 0.13
0.35 0.09 0.09
0.35 0.24 0.24
0.35 0.21 0.21
0.40 0.34 0.34
0.40 0.07 0.07
0.40 0.36 0.36
0.40 0.27 0.27
0.40 0.24 0.24
0.40 0.32 0.32
0.40 0.07 0.07
0.35 0.28 0.28
0.35 0.13 0.13
0.50 0.18 0.18
0.50 0.40 0.40
0.50 0.46 0.46
0.50 0.11 0.11
0.35 0.13 0.13
0.35 0.13 0.13
0.35 0.28 0.28
0.35 0.14 0.14
0.35 0.21 0.21
0.35 0.03 0.03
0.35 0.24 0.24
0.35 0.24 0.24
0.40 0.27 0.27
0.35 0.25 0.25
0.35 0.33 0.33
0.35 0.24 0.24
0.35 0.26 0.26
0.35 0.20 0.20
 0.40 0.42 0.42
0.35 0.24 0.24
0.35 0.11 0.11
0.35 0.10 0.10
0.35 0.06 0.06
0.35 0.11 0.11
0.35 0.11 0.11
0.50 0.44 0.44
0.50 0.58 0.58
0.50 0.51 0.51
0.40 0.46 0.46
0.40 0.17 0.17
0.40 0.16 0.16
0.40 0.39 0.39
0.40 0.03 0.03
0.35 0.06 0.06
0.40 0.27 0.27
0.50 0.44 0.44
0.35 0.25 0.25
0.35 0.41 0.41
0.40 0.39 0.39

13.903
concreting Quantity

- 3.195 3.195
- 22.000 22.000
- 8.100 8.100
- 19.512 19.512
- 1.440 1.440
 - 5.400 5.400
- 5.170 5.170
- 5.800 5.800
- 24.679 24.679
- 6.660 6.660
- 8.000 8.000
- 10.200 10.200
- 4.203 4.203
- 4.715 4.715
- 4.408 4.408
- 4.945 4.945
- 4.623 4.623
- 5.923 5.923
- 10.452 10.452
- 2.671 2.671
- 16.325 16.325
- 2.509 2.509
- 3.717 3.717

R SLAB CENTERING 184.65

Plates Required ( Nos ) 342

0.150 0.473 0.473
0.150 3.300 3.300
0.150 1.215 1.215
0.150 2.927 2.927
0.150 0.216 0.216
0.150 0.810 0.810
0.150 0.776 0.776
0.150 0.870 0.870
0.150 3.702 3.702
0.150 0.999 0.999
0.150 1.200 1.200
0.150 1.530 1.530
0.150 0.630 0.630
0.150 0.707 0.707
0.150 0.661 0.661
0.150 0.742 0.742
0.150 0.693 0.693
0.150 0.888 0.888
0.150 1.568 1.568
0.150 0.401 0.401
0.150 2.449 2.449
0.150 0.376 0.376
0.150 0.558 0.558
AB Concrete Quantity 27.690

+Slab ) 41.593

0.35 0.360 0.360

0.35 0.6300 1.260
1.620

0.35 1.62
 Total Concrete Quantity

61.305

Total Shuttering Quantity - Ground Floor

414.961
183

2' x 3'

1 feet = 300 m , 0.3 m

 0.6 0.9

0.54

341.9368

342 1000

658
Earth work in Excavation

Footings
F1
F2
F3
F4
F5
F6
F7
F8
F9

Earth work in Excavation

Footings
F1
F2
F3
F4
F5
 F6
F7
F8
F9

Numbers in Mtr
1.5
2.5
3.6
4.5
2.8
5.5
2.6
5.6
Numbers in Mtr
1.5
2.5
3.6
4.5
2.8
5.5
2.6
5.6
 M³
M³
M³
M³
M³
M³
M³
M³
M³

Total No

M³
M³
M³
M³
M³
 M³
M³
M³
M³

Total No

1000
Numbers in Mtr Numbers in mm
5.5 1500
6.5 2500
2.3 3600
2.3 4500
5.6 2800
8.9 5500
5.6 2600
5.1 5600
Numbers in Mtr Numbers in mm
5.5 1500
6.5 2500
2.3 3600
2.3 4500
5.6 2800
8.9 5500
5.6 2600
5.1 5600
 feet inches

0.3 0.0254

1 5 6
3 6 5
4 5 4
2 8 2
3 5 3
1 4 4
3 3 8
3 2 6
1 2.4008 7

21

1 1.2 1.2
3 1.4 1.4
4 1.85 1.85
2 2 2
3 2.25 2.25
 1 3 3
3 1.3 1.3
3 1.55 1.55
1 1.75 1.1

21

2000
Numbers in mm
11000
13000
4600
4600
11200
17800
11200
10200
Numbers in mm
11000
13000
4600
4600
11200
17800
11200
10200
 6 6 1.652
5 4 0.00
2 6 0.00
8 6 52.00
9 5 45.00
2 2 36.00
4 2 40.00
6 6 28.00
2 7 37.60

Total EarthWork
Quantity

PCC OFFSET WORKING SPACE

0 0

2.55 3.67
2.55 5.00
2.55 8.73
2.55 10.20
2.55 12.91
2.55 22.95
2.55 4.31
2.55 6.13
2.55 4.91

Total EarthWork
Quantity
1.95
0.00
0.00
76.00
79.00
18.00
36.00
48.00
36.00

294.95

3.67
14.99
34.91
20.40
38.73
22.95
12.93
18.38
4.91

171.87
Client name - Nayak Bangalow at Bangalore
Name of work - Civil and Structural work
Name of project - G+2 Storey Residential project
Project No. -216

Sl . No Item description Unit

1 External Wall Putty Completely Sq.Mtr

Deductions
V - 0.9 X 0.6 Sq.Mtr
V1 - 0.6 X 0.6 Sq.Mtr
W1 - 1.5 x 1.20 Sq.Mtr
W- 1.8 x 1.20 Sq.Mtr
W3 - 0.9 X 1.20 Sq.Mtr
W2 - 1.2 X 1.2 Sq.Mtr
KW - 1.2 X 0.9 Sq.Mtr
D-0.90 X 2.10 Sq.Mtr

2 Internal Wall Putty next to outside Wall -12 mm Cum

Deductions
D- 0.9 x 2.1 Sq.Mtr
W1 - 1.5 x 1.20 Sq.Mtr
W2 - 1.2 x 1.20 Sq.Mtr
W- 1.8 x 1.20 Sq.Mtr
W3 - 0.9 X 1.20 Sq.Mtr

V - 0.9 X 0.6 Sq.Mtr

 V1 - 0.6 X 0.6 Sq.Mtr
KW - 1.2 X 0.9 Sq.Mtr

3 Internal Horizontal Wall Wall Putty Cum

Deductions
D1- 0.75 x 2.1 Sq.Mtr
D- 0.9 x 2.1 Sq.Mtr
O1-1.2 X 2.1 Sq.Mtr
O- 0.9 x 2.1 Sq.Mtr

4 Internal Vertical Wall Wall Putty Cum

Deductions
D1- 0.75 x 2.1 Sq.Mtr
PD - 1.2 X 2.1 Sq.Mtr
D- 0.9 x 2.1 Sq.Mtr
O- 0.9 x 2.1 Sq.Mtr

5 Parapet Wall External Wall Putty Cum

Total External Wall Putty 557.443

Total Internal Wall Putty 849.494

Total Ceiling Putty #REF!

#REF! #REF!

#REF! 2.5484805
 Name of consultant -
t

Measurement sheet
No. of
Length (M) Thickness / Width
member
20 mm
1 84.52 2

572.203

3 0.9
1 0.6
5 1.5
1 1.8
2 0.9
6 1.2
2 1.2
2 0.9

1 78.470 2

2 0.900
5 1.500
6 1.200
1 1.800
2 0.900

3 0.900
1 0.600
2 1.200

1 103.600 2

1 0.750
3 0.900
3 1.200
1 0.900

2.030

1 55.500 2

3 0.750
1 1.200
2 0.900
1 0.900

1 17.140 2
 Kg
0.003 1421 1.672329

2.5484805
0.003 2166 #REF!

0.003 #REF!
Bags

2166.208425 #REF! #REF!

54.155210625 55
 Kamath Constructions

heet
Area Without
Height ( M) Area after Deduction
Deduction

6.4 556.777 542.017

Window
572.203
Deduction
0.6 0.54 0.27
0.6 0.36 0
1.2 1.8 0.9
1.2 2.16 1.08
1.2 1.08 0.54
1.2 1.44 0.72
0.9 1.08 0.54
2.1 1.89 0.945

Total Deduction

3.05 239.3335 224.574

Window
Deduction
2.100 1.890 0.945
1.200 1.800 0.900
1.200 1.440 0.720
1.200 2.160 1.080
1.200 1.080 0.540

0.600 0.540 0.270

0.600 0.360 0.000
0.900 1.080 0.540

Total Deduction

3.05 315.98 299.285

Window
Deduction
2.100 1.575
2.100 1.890
2.100 2.520
2.100 1.890

Total Deduction

6.1 338.55 325.635

Deduction

2.100 1.575
2.100 2.520
2.100 1.890
2.100 1.890

Total Deduction for Windows

0.9 15.426 0.031

 #REF!

1 Kg = 70 Rs 25 Kg Bag = 1200 Rs

#REF! 849.494
 Total Volume Wall
after Deduction
Putty

542.017
1.084

0.81 921
0
4.5
1.08
1.08
4.32
1.08
1.89

14.760

224.574
0.449

1.890
4.500
4.320
1.080
1.080

0.810
 0.000
1.080

14.760

299.285
0.599

1.575
5.670
7.560
1.890

16.695

325.635
0.651

4.725
2.520
3.780
1.890

12.915

0.031
2.814
Client name - Nayak Bangalow at Bangalore
Name of work - Civil and Structural work
Name of project - G+2 Storey Residential project
Project No. -216
Measurement sheet
Sl . No. of
Item description Unit
No member

Ground Floor Wall

Dado
1 Water Closet Sq.Mtr 1
2 G.Bath Sq.Mtr 1
3 Attached Bathroom Sq.Mtr 1
4 Kitchen Sq.Mtr 1

First Floor Wall Dado

1 G.Bath Sq.Mtr 1
 Name of consultant -

ment sheet

Perimeter (M) Height (M) Area of Wall Dado

4.18 2.1 8.778

7.54 2.1 15.834
7.68 2.1 16.128
11.83 1.5 17.745
58.485

Dado

8.59 2.1 18.039

76.524 77 76.3

96.324
Client name - Nayak Bangalow at Bangalore
Name of work - Civil and Structural work
Name of project - G+2 Storey Residential project
Project No. -216
Me
S.O.
Item description
R No.

Ground Floor + First Floor Lintel concrete Quantity

Lintel Over W Window -1.8 x 1.20

Lintel Over W1 Window - 1.5 x 1.20
Lintel Over W2 Window -1.2 x 1.20
Lintel Over W3 Window - 0.9 X 1.20
Lintel Over KW Window -1.2 X 0.9
Lintel Over V Ventilator- 0.9 X 0.6
Lintel Over V1 Ventilator - 0.6 X 0.6
Lintel Over D Door --0.9 x 2.10
Lintel Over D1 Door- 0.75 x 2.10
Lintel Over O Opening - 0.9X 2.10
Lintel Over O1 Opening- 1.2 X 2.10

Total Lintel Concrete Quantity

Ground Floor + First Floor Chajja Concrete Quantity

Chajja Over W Window -1.8 x 1.20

Chajja Over W1 Window - 1.5 x 1.20
 Chajja Over W2 Window -1.2 x 1.20
Chajja Over W3 Window - 0.9 X 1.20
Chajja Over KW Window -1.2 X 0.9
Chajja Over V Ventilator- 0.9 X 0.6
Chajja Over V1 Ventilator - 0.6 X 0.6
Chajja Over D Door --0.9 x 2.10

Total Chajja Concrete Quantity

Ground Floor + First Floor Chajja Shuttering Quantity

Chajja Over W Window -1.8 x 1.20

Chajja Over W1 Window - 1.5 x 1.20
Chajja Over W2 Window -1.2 x 1.20
Chajja Over W3 Window - 0.9 X 1.20
Chajja Over KW Window -1.2 X 0.9
Chajja Over V Ventilator- 0.9 X 0.6
Chajja Over V1 Ventilator - 0.6 X 0.6
Chajja Over D Door --0.9 x 2.10

Total Chajja Shuttering Quantity

 Name of consultant -
ect

Measurement sheet
No. of
Unit Length (M) Width (M)
member

Cum 1 2.1 0.23

Cum 5 1.8 0.23
Cum 6 1.5 0.23
Cum 2 1.2 0.23
Cum 2 1.5 0.23
Cum 3 1.2 0.23
Cum 1 0.9 0.23
Cum 7 1.2 0.23
Cum 4 1.05 0.23
Cum 2 1.2 0.23
Cum 3 1.5 0.23

Cum

Cum 1 2.1 0.45

Cum 5 1.8 0.45
 Cum 6 1.5 0.45
Cum 2 1.2 0.45
Cum 2 1.5 0.45
Cum 3 1.2 0.45
Cum 1 0.9 0.45
Cum 1 1.2 0.45

Cum

Sq.Mtr 1 2.1 0.45

Sq.Mtr 5 1.8 0.45
Sq.Mtr 6 1.5 0.45
Sq.Mtr 2 1.2 0.45
Sq.Mtr 2 1.5 0.45
Sq.Mtr 3 1.2 0.45
Sq.Mtr 1 0.9 0.45
Sq.Mtr 1 1.2 0.45

Sq.Mtr
Kamath Constructions

Depth( M) Quantity Total Quantity

0.2 0.097 0.097

0.2 0.083 0.414
0.2 0.069 0.414
0.2 0.055 0.110
0.2 0.069 0.138
0.2 0.055 0.166
0.2 0.041 0.041
0.2 0.055 0.386
0.2 0.048 0.193
0.2 0.055 0.110
0.2 0.069 0.207

2.277

0.1 2.650 2.650

0.1 2.350 11.750
0.1 2.050 12.300
0.1 1.750 3.500
0.1 2.050 4.100
0.1 1.750 5.250
0.1 1.450 1.450
0.1 1.750 1.75

42.750

0.1 1.035 1.035

0.1 0.900 4.500
0.1 0.765 4.590
0.1 0.630 1.260
0.1 0.765 1.530
0.1 0.630 1.890
0.1 0.495 0.495
0.1 0.630 0.63

15.930
 2.28

2.28.1

Code

0114
0115

115
114
0114

0114

2.6

2.6.1
2.6.1

Code

0020
0018

0128
0115
 4.1

4.1.3

Code

0295
0297
2202
0982
2203
0367
2209

0155
0114
0101

0002
0012
9999
 4.1

4.1.6

Code

0295
0297
2206
2202
0982
2203
0367
2209

0155
0114
0101
0002
0012
9999

5.1

5.1.2
Code

0295
0297
2202
0982
2203
0367
2209

0155
0114
0101

0002
0012
9999
5.33.1

5.33.1.1

Code

0295
0297
2202
0982
2203
0367
2209
7318

0004
0009
 0155
0114
0101
0012
9999

5.33.2

5.33.2.1

Code
0295
0297
2202
0982
2203
0367
2209
7318

0004
0009

0155
0114
0101
0012
9999

0115
 6.4

6.4.2

Code

22602
 6.12

6.13.2

22602
13.1

13.1.1
3.4

0155
0115
0101
9999
13.3

13.3.1

3.4

0155
0115
0101
9999
 13.6

13.16.1

3.4

0155
0115
0101

9999
 Surface dressing of the ground including removing vegetat
not exceeding 15 cm deep and disposal of rubbish, lead up
to 1.5 m.

All kinds of soil

Discription
Details of cost for 100 sqm.

LABOUR

Beldar
Coolie
Total

Add 1 % Water Charges on A

Total

Add GST on B ( Multiplying Factor 0.1405 )

Total

Add 15 % CPOH on C
Total

Add Cess @ 1 % on D

Total Cost For 100 Sq.Mtr

Cost For 1 Sq.Mtr

Say

Earth work in excavation by mechanical means (Hydraulic exc

over areas (exceeding 30 cm in depth, 1.5 m in width as we
including getting out and disposal of excavated earth lead u
1.5 m, as directed by Engineer-in-charge

All kinds of soil

 All kinds of soil

Discription
Details of cost for 10 cum.
Average output of Hydraulic Excavator per hour = 30cum.

For 1 Cum to Excavate = 2 Minutes is required

Machinery
Hydraulic Excvator [ 3D ] With Driver & fuel
Hire & Running Charges of Loader

Labour
Mate
Coolie

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 10 Cum

Cost For 1 Cum

 Providing and laying in position cement concrete of specifi
the cost of centering and shuttering - All work up to

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natur

stone aggregate 20 mm nominal size derived from na

Discription
Details of cost for 1 cum. - M-15 Grade

Material

Stone Aggregate [ Single Size 20 mm]

Stone Aggregate [ Single Size 10 mm]
Carriage of Stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement (0.2225 cum)
Carriage of Cement

Labour

Mason
Beldar
Bhisti - Water carrier
Hire charges of Concrete Mixer
0.25 to 0.40 cum with hooper
Vibrator(Needle type 40mm)
Sundries
Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total
 Add Cess @ 1% on Z

Cost For 1 Cum

Providing and laying in position cement concrete of specifi

the cost of centering and shuttering - All work up to

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natu

stone aggregate 40 mm nominal size derived from na

Discription
Details of cost for 1 cum. - M-10 Grade

Material

Stone Aggregate [ Single Size 40 mm]

Stone Aggregate [ Single Size 20 mm]
Carriage of Stone aggregate 40 mm and above
Carriage of Stone aggregate below 40 mm
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement (0.15674 cum)
Carriage of Cement

Labour

Mason
Beldar
Bhisti
 Hire charges of Concrete Mixer
0.25 to 0.40 cum with hooper
Vibrator(Needle type 40mm)
Sundries
Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 1 Cum

Providing and laying in position specified grade of reinforc

excluding the cost of centering, shuttering, finishing and rei
up to plinth level

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from

graded stone aggregate 20 mm nominal size derived from
 Discription
Details of cost for 1 cum. - M-20 Grade

Material

Stone Aggregate [ Single Size 20 mm]

Stone Aggregate [ Single Size 10 mm]
Carriage of Stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement (0.2833 cum)
Carriage of Cement

Labour

Mason
Beldar
Bhisti
Hire charges of Concrete Mixer
0.25 to 0.40 cum with hooper
Vibrator(Needle type 40mm)
Sundries
Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 1 Cum

 Providing and laying in position specified grade of reinforc
excluding the cost of centering, shuttering, finishing and rei
up to plinth level

Concrete of M25 grade with minimum cement content

Discription
Details of cost for 1 cum. - M-25 Grade

Material

Stone Aggregate [ Single Size 20 mm]

Stone Aggregate [ Single Size 10 mm]
Carriage of Stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement
Carriage of Cement
Plasticizer / Super Plasticizer - 0.50 % of Cement

Production Cost , Pumping to Respective Floors & laying in Position

Production Cost of Concrete By Batch Mix Plant / Ready Mixed Plant

Pumping Charges of Concrete Including hire Charges of Pump , carriage
Charges for all leads , piping work & Accessories Etc
 Labour
Labour for Pouring , Consolidating & curing
Mason
Beldar
Bhisti
Vibrator(Needle type 40mm)
Sundries
Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 1 Cum

Providing and laying in position specified grade of reinforc

excluding the cost of centering, shuttering, finishing and rei
Above Plinth Level to 5 th Floor

Concrete of M25 grade with minimum cement content

Discription
Details of cost for 1 cum. - M-25 Grade

Material
 Stone Aggregate [ Single Size 20 mm]
Stone Aggregate [ Single Size 10 mm]
Carriage of Stone aggregate below 40 mm nominal size
Coarse sand (zone III)
Carriage of Coarse sand
Portland Cement
Carriage of Cement
Plasticizer / Super Plasticizer - 0.50 % of Cement

Production Cost , Pumping to Respective Floors & laying in Position

Production Cost of Concrete By Batch Mix Plant / Ready Mixed Plant

Pumping Charges of Concrete Including hire Charges of Pump , carriage
Charges for all leads , piping work & Accessories Etc

Labour
Labour for Pouring , Consolidating & curing
Mason
Beldar
Bhisti
Vibrator(Needle type 40mm)
Sundries

Extra labour for Lifting Material Upto floor 5 Level

0.75 x 2.5 = 1.88
Coolie

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z
 Cost For 1 Cum

Brick work with common burnt clay F.P.S. (non modula

designation 7.5 in superstructure above plinth level up to flo
and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sa
Code
Discription
Details of Cost for 1 Cum

Material
Common Burnt Clay Brick Class Designation 7.5

Cement Mortar
Carriage of Bricks
Sundries - Tax

Labour

Mason 1st Class

Mason 2nd Class
Coolie
Bhisti

Scafolding

Total

Add 1 % Water Charges on A

 Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 1 Cum

Half brick masonry with common burnt clay F.P.S. (non mod
designation 7.5 in superstructure above plinth level up

Cement mortar 1:4 (1 cement : 4 coarse sa

Code

Details of Cost for 10 Sq.Mtr

Material
Common Burnt Clay Brick Class Designation 7.5

Cement Mortar 1:4

Carriage of Bricks
Sundries & Scaffolding - Tax

Labour

Mason 1st Class

Mason 2nd Class
 Coolie
Bhisti

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 10 Sq.Mtr

Cost For 1 Sq.Mtr

12mm Cement Plaster of Mix - Inside Plaste

Cement mortar 1:6 (1 cement : 6 Fine san

Code
 Details of Cost for 10 Sq.Mtr

Materials
Cement Mortar 1:6

Labour
Mason
Coolie
Bhisti
Scaffolding & Sundries

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 10 Sq.Mtr

Cost For 1 Sq.Mtr

 20 mm Cement Plaster of Mix - Outside Plast

Cement mortar 1:4 (1 cement : 4 Fine san

Code

Details of Cost for 10 Sq.Mtr

Materials
Cement Mortar 1:4

Labour
Mason
Coolie
Bhisti
Scaffolding & Sundries

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z
 Cost For 10 Sq.Mtr

Cost For 1 Sq.Mtr

6 mm Cement Plaster of Mix - Ceiling Plaste

Cement mortar 1:3 (1 cement : 3 Fine san

Code

Details of Cost for 10 Sq.Mtr

Materials
Cement Mortar 1:3

Labour
Mason
Coolie
Bhisti
Extra for removing Burrs , cleaning With Wire brushes , Pock
Making with pointed
Scaffolding & Sundries

Total

Add 1 % Water Charges on A

Total

Add GST on B [ Multiplying Factor 0.1405]

 Total

Add 15 % CPOH on C

Total

Add Cess @ 1% on Z

Cost For 10 Sq.Mtr

Cost For 1 Sq.Mtr

ng removing vegetation and in-equalities
al of rubbish, lead up to 50 m and lift up
1.5 m.

ds of soil

unit Quantity Rate Amount

100

Day 1.97 645 1270.650

Day 1.29 645 832.050
2102.700 A

21.027 Contractor Profi

2123.727 B

298.384
2422.111 C

242.211
2664.322 D

26.643

2690.965
30
.Mtr 26.910
28.15

means (Hydraulic excavator)/manual means

1.5 m in width as well as 10 sqm on plan)
cavated earth lead upto 50 m and lift upto
by Engineer-in-charge.

ds of soil
ds of soil

unit Quantity Rate Amount

1 cum to excavat
10 Cum = 10 x 2 =

Day 0.041 8500 348.50

Day 0.041 6500 266.50

Day 0.32 714 228.48

Day 1.20 645 774.00

1617.48 A

16.17

1633.65 B

229.53

1863.18 C

186.32

2049.50 D

20.50

2070.00

207.00
um
nt concrete of specified grade excluding
ering - All work up to plinth level :
4.1.6
I) derived from natural sources : 4 graded
size derived from natural sources)

unit Quantity Rate Amount

cum 0.67 1400 938.00

cum 0.22 1350 297.00
cum 0.89 163.9 145.87 250 Rs for 1 cum
cum 0.445 1500 667.50
cum 0.445 163.93 72.95
tonne 0.32 5000 1600.00
tonne 0.32 300 96.00

Day 0.1 749 74.90

Day 1.63 645 1051.35
Day 0.7 714 499.80

Day 0.07 800 56.00

Day 0.07 350 24.50
L.S 14.3 2.12 30.32
5554.19 A

55.54

5609.73 B

788.17

6397.89 C

959.68

7357.58 D
 73.58

7431.15
m

nt concrete of specified grade excluding

ering - All work up to plinth level :

I) derived from natural sources : 6 graded

size derived from natural sources)

unit Quantity Rate Amount

cum 0.65 1300 845.00

cum 0.24 1400 336.00
cum 0.65 178.19 115.82
cum 0.24 163.93 39.34
cum 0.47 1500 705.00
cum 0.47 163.93 77.05
tonne 0.22 5000 1100.00
tonne 0.22 145.72 32.06

Day 0.1 749 74.90

Day 1.63 645 1051.35
Day 0.7 714 499.80
 Day 0.07 800 56.00
Day 0.07 350 24.50
L.S 13.52 2.12 28.66
4985.48 A

49.85

5035.34 B

707.47

5742.80 C

861.42

6604.23 D

66.04

6670.27
m

fied grade of reinforced cement concrete,

ing, finishing and reinforcement - All work
linth level

one-III) derived from natural sources : 3

inal size derived from natural sources)
 unit Quantity Rate Amount

Upto Plint Level

cum 0.57 1400 798.00

cum 0.28 1350 378.00
cum 0.85 200 170.00
cum 0.425 1500 637.50
cum 0.425 200 85.00
tonne 0.4 5000 2000.00
tonne 0.4 300 120.00

Day 0.17 749 127.33

Day 2.00 645 1290.00
Day 0.9 714 642.60

Day 0.07 800 56.00

Day 0.07 350 24.50
L.S 14.3 2.12 30.32
6359.25 A

63.59

6422.84 B

902.41

7325.25 C

732.52

8057.77 D

80.58

8138.35
m
fied grade of reinforced cement concrete,
ing, finishing and reinforcement - All work
linth level

mum cement content of 330 kg /cum

unit Quantity Rate Amount

cum 0.57 1400 798.00

cum 0.28 1350 378.00
cum 0.85 163.9 139.32
cum 0.425 1500 637.50
cum 0.425 163.93 69.67
tonne 0.33 5000 1650.00
tonne 0.33 145.72 48.09
Kg 1.65 29 47.85

Cum 1 400 400.00

Cum 1 210 210.00

 Day 0.17 749 127.33
Day 2.00 645 1290.00
Day 0.9 714 642.60
Day 0.07 350 24.50
L.S 13 2.12 27.56
6490.41 A

64.90

6555.32 B

921.02

7476.34 C

1121.45

8597.79 D

85.98

8683.77
m

fied grade of reinforced cement concrete,

ing, finishing and reinforcement - All work
evel to 5 th Floor

mum cement content of 330 kg /cum

unit Quantity Rate Amount

 cum 0.57 1400 798.00
cum 0.28 1350 378.00
cum 0.85 163.9 139.32
cum 0.425 1500 637.50
cum 0.425 163.93 69.67
tonne 0.33 5000 1650.00
tonne 0.33 145.72 48.09
Kg 1.65 29 47.85

Cum 1 400 400.00

Cum 1 210 210.00

Day 0.17 749 127.33

Day 2.00 645 1290.00
Day 0.9 714 642.60
Day 0.07 350 24.50
L.S 13 2.12 27.56

Day 1.88 645 1212.60

7703.01 A

77.03

7780.04 B

1093.10

8873.14 C

1330.97

10204.11 D

102.04
 10306.15
m

y F.P.S. (non modular) bricks of class

plinth level up to floor V level in all shapes
izes in :
cement : 6 coarse sand)
ode
unit Quantity Rate Amount

500 0.5
1000 0.5 8000 4000

Cum 0.25 3686 921.5

1000 Nos 0.5 200 100
L.s 20

Day 0.47 700 329

Day 0.47 714 335.58
Day 1.8 645 1161
day 0.2 714 142.8

L.S 22.36 2.12 50

7059.88 A

70.60
 7130.48 B

1001.83

8132.31 C

1219.85

9352.16 D

93.52

9445.68

t clay F.P.S. (non modular) bricks of class

above plinth level up to floor V level.

cement : 4 coarse sand)

ode

0.575 1.15 575 0.575

1000 0.575 8000 4600

Cum 0.28 4355.2 1219.456

1000 Nos 0.575 200 115
L.s 13.52 2.12 20

Day 0.6 784 470.4

Day 0.6 714 428.4
 Day 2 645 1290
day 0.7 714 499.8

832

10050.06 A

100.50

10150.56 B

1426.15

11576.71 C

1157.67

12734.38 D

127.34

12861.72
Mtr

tr 1286.172

of Mix - Inside Plastering

1 cement : 6 Fine sand)

ode
 0.138
Cum 0.144 3713.2 534.7008

Day 0.67 749 501.83

Day 0.75 645 483.75
Day 0.92 714 656.88
L.S 30

2207.16 A

22.07

2229.23 B

313.21

2542.44 C

381.37

2923.81 D

29.24

2953.04
Mtr

tr 295.304
of Mix - Outside Plastering

1 cement : 4 Fine sand)

ode

For 15 MM - 15 percent

0.224 0.224
Cum 0.224 3713.2 831.7568

Day 0.94 749 704.06

Day 1.02 645 657.9
Day 1.1 714 785.4
L.S 40

3019.12 A

30.19

3049.31 B

428.43

3477.74 C

521.66

3999.40 D

39.99
 4039.39
Mtr

tr 403.939

of Mix - Ceiling Plastering

1 cement : 3 Fine sand)

ode

0.072 0.072
Cum 0.072 4382.15 315.5148

Day 0.51 749 381.99

Day 0.75 645 483.75
Day 0.92 714 656.88

L.S 13.39 2.12 40.00

L.S 25

1903.13 A

19.03

1922.17 B

270.06
 2192.23 C

328.83

2521.07 D

25.21

2546.28
Mtr

tr 254.628
 A B

20
10
10
15
5
Contractor Profit = 10 % 15
Over Head Charges= 5%

7.5 5 8
7.5 10 5
13
 60 minutes=30 Cum 2 20 / 60 = 0.333
1 cum = Min ?
1 cum to excavate = 2 min
10 Cum = 10 x 2 =20 minutes
Rate
Beldar Day ₹ 500.00 JCB / Excavator
Mate Day ₹ 450.00 Tipper /Loader
Bhisti Day ₹ 500.00 Concret Mixer
Coolie Day ₹ 600.00 Vibrator
Fitter Steel Day ₹ 850.00 Production Cost
Mason Day ₹ 850.00 Hire Charges for Pump

8 hours in a day 0.33 /8 0.04125

 8000

250 Rs for 1 cum cariiage

Also from Normal

200
Estimation its 6.4 bags
6.4 Bags
200

Per Bag it will be 20

128
Rs

6.34 bags 320 0.32

1 ton 1000 kg
 15 20

300

0.154 4.4380403458
221.90201729
0.2219020173
400 8000
20 250
0.28 8.06916426512968 5000
 403.458213256484 0.403458213256484
300

0.28 8.06916426512968

403.458213256484
0.403458213256484

$101.73
1622.38
 1500

8 100000
8000 8
5

0.205714285714286 0.24685714285714
0.246857142857143

1 cum
9000-9500

0.288
12 15% 1:06
15 15% 1;4
20 12% 01'04:00

6 20% 1:03
0.288

0.144
0.144
0.1725
 Rate
Day ₹ 8,500.00 9000
Day ₹ 6,500.00
Day ₹ 700.00
Day ₹ 400.00
Cum ₹ 500.00
Cum ₹ 270.00
Client name - Nayak Bangalow at Bangalore
Name of work - Civil and Structural work
Name of project - G+2 Storey Residential project
phone number- +91- 9953779047 - For Online Trainings

BOQ- Bill of Qu

Code No

SL. No SOR No

2.28

1 2.28.1

2.6

2 2.6.1

2.25

CONCRETE WORKS FOR

 4.1

3 4.1.6

4.1.3

5.1

5.1.2

Shuttering Works / D

5.9.1

5.9.6

5.9.5

5.9.3

5.9.7
 Brick
6.4

6.4.2

6.13

6.13.2

Plaste
13.1.2

13.6.1

13.5.1

13.16.1
13.26

13.8

Flooring W

11.41

11.41.2

11.38

11.46

Painting
13.42.1

13.46.1

Reinforceme

5.22.6

22.6

22.5
e - Nayak Bangalow at Bangalore
ork - Civil and Structural work
oject - G+2 Storey Residential project
ber- +91- 9953779047 - For Online Trainings

BOQ- Bill of Quantities / Abs

Discription

Surface dressing of the ground including removing vegetation and in-equalities

not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up
to 1.5 m.
All kinds of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge
All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m.

CONCRETE WORKS FOR ALL GRADES

 Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shuttering - All work up to plinth level

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) M-10
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) M-15
01:02:04 above Plinth

Providing and laying in position specified grade of reinforced cement concrete,

excluding the cost of centering, shuttering, finishing and reinforcement - All work
[ footing- Column - Beam - Slab - Staircase

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) -M-20
Upto Plinth Level or Ground Floor
1 st Floor
2nd Floor
Roof

Shuttering Works / Deshutterin

Centering and shuttering including strutting, propping etc. and removal of Formwork for
Foundations, footings, bases of columns, etc. for mass
concrete including cost of all materials ,labour complete as per specification.
Centering and shuttering including strutting, propping etc. and removal of Formwork for
Columns, Pillars, Piers, Abutments, Posts and Struts including cost of all materials ,labou
complete as per specification.

Centering and shuttering including strutting, propping etc. and removal of Formwork for
Lintels, beams, plinth beams, girders, bressumers and
cantilevers including cost of all materials ,labour complete as per specification.

Centering and shuttering including strutting, propping etc. and removal of Formwork for
Suspended floors, roofs, landings, balconies and access
platform including cost of all materials ,labour complete as per specification.

Centering and shuttering including strutting, propping etc. and removal of Formwork for
Stairs, (excluding landings) except spiral-staircases including cost of all materials ,labour
complete as per specification.
 Brickwork
Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in
all shapes and sizes

Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up to floor
V level.
Cement mortar 1:4 (1 cement :4 coarse sand)

Plastering
Providing 12 mm thick cement plaster (inside) in single coat with cement mortar 1:6 to
brick masonry including rounding off corners wherever required smooth rendering, :
Providng and removing scaffolding, including cost of materials, labour, curing complete as
per specifications.

Providing 20 mm thick cement plaster in single coat with cement mortar 1:4 to brick
masonry including rounding providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications.

15 mm

Providing 6mm thick cement plaster (ceiling) in single coat with cement mortar 1:3 to
ceiling including rounding off corners wherever required smooth rendering, : Providng an
removing scaffolding, including cost of materials, labour, curing complete as per
specifications.
Providing applying two coats of wall putty to inside plastered walls and ceiling using whit
cement putty. scraping & levelling the surface using steel blade and preparing the surface
even & smooth by using different grade sand papers, including cost of all materials, cost
of labour and scaffolding etc; complete as per the specificationProviding and applying
plaster of paris putty of 3 mm thickness over
plastered surface to prepare the surface even and smooth complete

Providing and applying white cement based putty of average thickness

3 mm, of approved brand and manufacturer, over the plastered wall
surface to prepare the surface even and smooth complete.

Flooring Works
Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08%
and conforming to IS: 15622, of approved make, in all colours and shades,
laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),
jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the
joints with white cement and matching pigments etc., complete.

Size of Tile 600x600 mm

Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming
to IS : 15622 of approved make in colours such as White, Ivory, Grey,
Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :
4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including
pointing the joints with white cement and matching pigment etc.,
complete.

Providing skirting, dado, rises of steps with colour glazed tiles 6mm thick on 10mm thick
cement plaster 1:3 and jointed with white cement slurry over rough plaster surface
plastered glazed tiles of approved make and size including cost of materials, labour,
complete as per specifications.

Painting Works
 Distempering with 1st quality acrylic distemper (ready mixed) having
VOC content less than 50 gms/litre, of approved manufacturer, of
required shade and colour complete, as per manufacturer's
specification.
Two or more coats on new work

Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)

Reinforcement Wo
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting,
bending, hooking, placing in position, lapping and /or welding wherever required, tying
with binding wire of approved and anchoring to the adjoining members wherever
necessary complete as per design (laps, hooks and wastage shall not be measured and
paid) cost of material, labour, HOM of machineries complete as per specifications.

Providing and laying water proofing treatment on roofs of slabs by

applying cement slurry mixed with water proofing cement compound
consisting of applying:

Providing and laying water proofing treatment in sunken portion of

WCs, bathroom etc., by applying cement slurry mixed with water
proofing cement compound consisting of applying :

Total

Add 12% Electrification

Add 10% Miscellaneous

 Add 7.5% Sanitary

Grand Total
 Name of consultant - Kamath Constructions

Estimated Cost Of Project #REF!

Abstract Sheet

units Quantity Rate Total Amount

PROFIT
LOSS

Sq.Mtr #REF! 28.150 #REF!

Profit

Cum #REF! 216.000 #REF!

Cum 451.15 250 ₹ 112,787.50

 #REF!

Cum #REF! 6670.00 #REF!

7431.00
Cum 20 6100 122,000.00

73.045
Cum 47.958 8138.00 390,282.20
Cum 73.144 6500.00 475,436.00
Cum 71.935 6500.00 467,577.50
Cum 13.398 6500.00 87,087.00

ering Works

Sq.Mtr #REF! 450 #REF!

Sq.Mtr 297.42 450 ₹ 133,839.00

Sq.Mtr 430 450 ₹ 193,500.00

Sq.Mtr 406.751 450 ₹ 183,037.95

Sq.Mtr 64.363 450 ₹ 28,963.35

 Cum #REF! 8000 #REF!

Sq.Mtr #REF! 1018 #REF!

Sq.Mtr #REF! 282 #REF!

Sq.Mtr 557 421 ₹ 234,497.00

Sq.Mtr

Sq.Mtr #REF! 253 #REF!

 Sq.Mtr #REF! 214 #REF!

SQ.Mtr 557.443 123 ₹ 68,565.49

Sq.Mtr #REF! 1200 #REF!

Sq.Mtr #REF! 1107 #REF!

Sq.Mtr #REF! 1200 #REF!

ks
 Sq.Mtr #REF! 92.5 #REF!

Sq.Mtr #REF! 166.85 #REF!

Works

Tonne 20 89650 ₹ 1,793,000.00

Sq.Mtr 137 585 ₹ 80,145.00

Sq.Mtr 9.704 516 5007.264

#REF!

#REF!
#REF!
#REF!

#REF!
tructions

#REF!

#REF!

$1,409.84
 #REF!

$4,878.53
$5,942.95
$5,844.72
$1,088.59

307

804

608

766

657
#REF!

#REF!
#REF!

$857.07

93.024

96.365
 #REF!

#REF!

$22,412.50

#REF!
#REF!

#REF!

#REF!
#REF!