ESTIMATE FOR THE PROPOSED BUILDING IN PLOT NO: S.

NO: 76/2, AS PER PATTA NO: 3581, DAMU NAGER

PHASE 2, COIMBATORE DISTRICT, PANNIMADAI TOWN PANCHAYAT LIMIT.
CLIENT NAME:
Mr.ARUNKUMAR,COIMBATORE
S.No Description Of Work Nos L B D Qty Unit
1 Excavation 12 7 7 7 4,116.00 CFT
2 PCC 1:5:10 in the foundation 12 7 7 0.5 294.00 CFT
3 Footing Concrete 12 5 6 1.5 540 CFT
4 Column Concrete upto basement 12 0.75 1.25 10 112.5 CFT
5 Footing Earth filling work 12 7 7 7 4,116.00 CFT
6 Plinthbeam concrete 1 233 0.75 1.5 262.13 CFT
7 Basement Brickwork 1 233 0.75 1.5 262.13 CFT
8 Basement gravel filling 1 35.5 24.84 4 3,527 CFT
Deduction
Plinthbeam concrete 1 233 0.75 1.5 -262.13 CFT
Basement Brickwork 1 233 0.75 1.5 -262.13 CFT
Basement gravel filling 3,003 CFT
9 Grade slab 1 35.5 24.84 0.5 882 CFT
10 Column concrete 12 0.75 1.25 26 37.25 CFT
11 Steel work 1 9 Ton
12 Roof Slab Concrete
Ground Floor 1 35.5 24.84 1.25 1102 CFT
First Floor 1 35.5 24.84 1.25 1102.275 CFT
Portico 1 17 17 1.25 361.25 CFT
Roof Slab Concrete 2566 CFT
13 Roof Beam Concrete
Ground Floor 1 233 0.75 1.5 262 CFT
First Floor 1 233 0.75 1.5 262 CFT
Roof Beam Concrete 524 CFT
14 RCC in the Lintel Beams
Ground Floor 1 199 0.75 1.25 186.56 CFT
First Floor 1 199 0.75 1.25 186.56 CFT
RCC in the Lintel Beams 373.13 CFT
15 RCC 1:2:4 in the Sunshade 12 3 0.75 0.41 27.41 CFT
16 9" thick Brick work in CM 1:5
Ground Floor 1 145 10 0.75 1,088 CFT
First Floor 1 160 10 0.75 1,200 CFT
Deduction
Main Door -1 3.5 0.75 7 -18.38 CFT
Kicthen Door -1 2.5 0.75 7 -13.13 CFT
Window -12 3 0.75 4 -108.00 CFT
Column Concrete -16 1.25 0.75 20 -300.00 CFT
Pooja Room -1 2.83 0.75 7 -14.86 CFT
Store Room -1 2.75 0.75 7 -14.44 CFT
Staircase Passage -1 3 0.75 7 -15.75 CFT
Terrance Door -1 2.75 0.75 7 -14.44 CFT
Staircase toilet -1 2.5 0.75 7 -13.13 CFT
Ventilator -3 2 0.75 2 -9.00 CFT
9" thick Brick work in CM 1:5 1,766 CFT
17 4.5" thick Brick work in CM 1:5
Ground Floor 1 65 0.75 10 488 SFT
First Floor 1 56 0.75 10 420 SFT
Deduction
BedRoom 1 -1 2.75 - 7 -19.25 SFT
Toilet 1 -1 2.5 - 7 -17.50 SFT
Common Toilet -2 2.5 - 7 -35.00 SFT
Bedroom 2 -1 2.75 - 7 -19.25 SFT
Toilet 3 -1 2.5 - 7 -17.50 SFT
M.Bed Room -1 2.75 - 7 -19.25 SFT
4.5" thick Brick work in CM 1:6 780 SFT
18 Granite / Tile / Marble Flooring
CM 1:5 Flooring with Granite / Tile / Marble Flooring
Ground Floor
Living 1 16 16 - 256.00 SFT
Dining 1 10 8.375 - 83.75 SFT
Kitchen 1 11 10 - 110.00 SFT
Bed Room 1 1 11 10 - 110.00 SFT
Pooja 1 4 4 - 16.00 SFT
Bed Room Passage 1 3 8.375 - 25.13 SFT
Dining Passage 1 4 4 - 16.00 SFT
Living Passage 1 16 4 - 64.00 SFT
Toilet -1 1 4.75 7 - 33.25 SFT
First Floor
Bed Room 2 1 10 10 - 100 SFT
Toilet 2 1 10 4.6 - 46 SFT
Store 1 10 3.25 - 32.5 SFT
Master Bed room -3 1 16 17.375 - 278 SFT
Dressing 1 6 4.5 - 27 SFT
Toilet 3 1 5 5 - 25 SFT
Staircase Passage 1 4.5 10 - 45 SFT
Store Passage 1 6 6 - 36 SFT
Staircase steps 40 1.41 3 - 169.2 SFT
Granite Flooring 1,472.83 SQFT
19 Wall Tile Work
Kitchen Above Tabletop 1 18 7 - 126.00 SFT
Toilet -1 1 23.58 7 - 165.06 SFT
Toilet -2 1 24 7 - 168.00 SFT
Toilet -3 1 20.5 7 - 143.50 SFT
Wall Tile Work 602.56 SFT
20 Floor Tile Work
Toilet -1 1 4.75 7 - 33.25 SFT
Toilet -2 1 10 4.5 - 45.00 SFT
Toilet -3 1 6 5 - 30.00 SFT
Floor Tile Work 108.25 SFT
21 Shuttering work for Concrete
PCC 12 20 6 - 1,440.00 SFT
Footing 12 18 5 - 1,080.00 SFT
Column 12 4 30 - 1,440.00 SFT
Plinth Beam 1 3.5 199 - 696.50 SFT
Ground Floor Slab 1 35.5 24.84 - 881.82 SFT
Ground Floor Beam 1 3.25 199 - 646.75 SFT
First Floor Slab 1 35.5 24.84 - 881.82 SFT
First Floor Beam 1 3.25 199 - 646.75 SFT
Portico 1 17 17 - 289.00 SFT
Shuttering work for Concrete 7,713.64 SFT
Carpenting Main door Teak and
22
frame and Flush door
Main Door 1 3.5 - 7 24.50 SFT
Pooja Room 1 2.83 - 7 19.81 SFT
Carpenting Main door Teak and
44.31 SFT
frame and Flush door
Flush Door with sal Frame and
23
Toilet Fiber door with sal Frame
Kitchen Door 1 2.5 - 7 17.50 SFT
Bedroom 1 1 2.75 - 7 19.25 SFT
Toilet 1( Fiber Door ) 1 2.5 - 7 17.50 SFT
Store Room 1 2.75 - 7 19.25 SFT
Common Toilet ( Fiber Door ) 2 2.5 - 7 35.00 SFT
Bedroom 2 1 2.75 - 7 19.25 SFT
Toilet 3 ( Fiber Door ) 1 2.5 - 7 17.50 SFT
M.Bed Room 1 2.75 - 7 19.25 SFT
Staircase Passage 1 3 - 7 21.00 SFT
Terrance Door 1 2.75 - 7 19.25 SFT
Staircase toilet 2 ( Fiber Door ) 1 2.5 - 7 17.50 SFT
Carpenting all other doors sal
frame and Flush door expect Main 310.87 SQFT
door
 UPVC Window Joinery with grill
24
work
Living 1 6 - 4 24.00
Dining 1 4 - 4 16.00
Kitchen 1 3 - 4 12.00
Bed room 1 1 6 - 4 24.00
Staircase 1 2 - 4 8.00
Store room 1 4 - 4 16.00
Bed room 2 1 2 - 4 8.00
M.Bed Room 1 3 - 4 12.00
1 6 - 4 24.00
1 2 - 4 8.00
Staircase 1 2 - 4 8.00
Ventilator 3 2 - 2 12.00 SFT
UPVC Window Joinery with grill
172.00 SFT
work

25 Ceiling Plastering in CM 1:3

Ground Floor 1 35.5 24.84 - 881.82 SQFT
First Floor 1 35.5 24.84 - 881.82 SQFT
Portico 1 16 16 - 256 SQFT
Ceiling Plastering in CM 1:5 1763.64 SQFT
26 Internal Wall Plastering 1:5 CM
Ground Floor 9 Inch Thickwall 1 305 10 - 3,050.00 SQFT
Ground Floor 4.5" Inch Thickwall 1 121 10 - 1,210.00 SQFT
Internal Wall Plastering 1:5 CM 4,260.00 SQFT
27 External Wall Plastering 1:5 CM 1 150 26 - 3,900.00 SQFT
28 Internal Wall and Ceiling painting 1 - 6,023.64 SQFT
29 External Wall Painting 1 - 3,900.00 SQFT
2 Coat Enamel Paint to Teak Doors
30
and Frame
Main Door 1 3.5 - 7 24.50 SFT
Pooja Room 1 2.83 - 7 19.81 SFT
2 Coat Enamel Paint to Doors &
44.31 SFT
Windows
31 Water Proofing
Open Terrance 1 17 17 - 289 SFT
Terrace 1 35.5 24.84 - 881.82 SFT
Toilet 1 1 4.75 7 - 33.25 SFT
Toilet External 1 3 7 - 21 SFT
Common Toilet 1 10 4.5 - 45 SFT
Toilet 3 1 6 5 - 30 SFT
Water Proofing 1300.07 SFT
Terrance& Open TerraceConcrete
32 with 6mm Chips

Open Terrance 1 17 17 - 289 SFT

Terrace 1 35.5 24.84 - 881.82 SFT
Terrance& Open TerraceConcrete
with 6mm Chips 1170.82 SFT

32 Miscellaneous Items
1.Electrical Works LS
2.Plumbing Works LS
3.Weathering Coarse LS
4.Compound wall LS
5.Bore Well LS
6.Septic Tank LS
7.Sump LS
8.Anitermit Treatment LS
Miscellaneous Items LS
S.No Description Of Work Qty Unit Cost Amount
1 Excavation 4116 CFT 0
2 PCC 1:5:10 in the foundation 294 CFT 0
3 Footing Concrete 540 CFT 0
4 Column Concrete upto basement 112.5 CFT 0
5 Footing Earth filling work 4116 CFT 0
6 Plinthbeam concrete 224 CFT 0
7 Basement Brickwork 224 CFT 0
8 Basement gravel filling 3080 CFT 0
9 Grade slab 882 CFT 0
10 Column concrete 37.25 CFT 0
11 Steel work 8.68 Ton 0
12 Roof Slab Concrete 2566 CFT 0
13 Roof Beam Concrete
14 RCC in the Lintel Beams 187 CFT 0
15 RCC 1:2:4 in the Sunshade 373.13 CFT 0
16 9" thick Brick work in CM 1:6 27.41 CFT 0
17 4.5" thick Brick work in CM 1:6 SQFT 0
18 Tile Flooring SQFT 0
19 Wall Tile Work SQFT 0
20 Floor Tile Work SQFT 0
21 Shuttering work for Concrete SQFT 0
Carpenting Teak & Sal Joinery with
22 SQFT 0
grill work
23 Ceiling Plastering in CM 1:3 SQFT 0
24 Internal Wall Plastering 1:6 CM SQFT 0
25 External Wall Plastering 1:6 CM SQFT 0
26 Internal Wall and Ceiling painting SQFT 0
27 External Wall Painting SQFT 0
2 Coat Enamel Paint to Doors &
28 SQFT 0
Windows
29 Water Proofing SQFT 0
30 Concrete with 6mm Chips SQFT 0
31 Miscellaneous Items
1.Electrical Works LS
2.Plumbing Works LS
3.Construction of Internal Staircase LS
4.SS Hand Rail LS
4.Compound wall LS
5.Septic Tank LS
6.Sump LS
7.Anitermit Treatment LS
8.Interior Design LS
Miscellaneous Items LS -

TOTAL -
S.No Description Of Work Qty Unit Amount
1 Excavation 2800 CFT 56000
2 PCC 1:5:10 in the foundation 288 CFT 40320
3 Footing Concrete 486 CFT 233280
4 Column Concrete upto basement 150 CFT 72000
5 Footing Earth filling work 2800 CFT 84000
6 Plinthbeam concrete 270 CFT 129600
7 Basement Brickwork 270 CFT 43200
8 Basement gravel filling 6660 CFT 233100
9 Grade slab 882 CFT 123480
10 Column concrete 41 CFT 19680
11 Steel work 8.68 Ton 843715.096
12 Roof Slab & Beam Concrete 793.02 CFT 277557
13 RCC in the Lintel Beams 72.03 CFT 25930.8
14 RCC 1:2:4 in the Sunshade 38.79 CFT 13964.4
15 9" thick Brick work in CM 1:5 1766 CFT 388520
16 4.5" thick Brick work in CM 1:5 780 SQFT 101400
17 Granite Flooring 1472.83 SQFT 471305.6
18 Wall Tile Work 806.8 SQFT 100850
19 Floor Tile Work 109 SQFT 13625
20 Shuttering work for Concrete 10620 SQFT 477900

21 Carpenting Teak Joinery with grill work 218 SQFT 1090000

22 Ceiling Plastering in CM 1:3 2142.07 SQFT 74972.45

23 Internal Wall Plastering 1:5 CM 4260 SQFT 136320
24 External Wall Plastering 1:5 CM 3900 SQFT 136500
25 Internal Wall and Ceiling painting 6402.07 SQFT 140845.54
26 External Wall Painting 3900 SQFT 74100
2 Coat Enamel Paint to Doors &
26 422.56 SQFT
Windows 54932.8
27 Water Proofing 1267.07 SQFT 29142.61
28 Concrete with 6mm Chips 1137.82 SQFT 39823.7
29 Miscellaneous Items
1.Electrical Works LS 300,000
2.Plumbing Works LS 300,000
3.Construction of Internal Staircase LS 60,000
4.SS Hand Rail LS 65,000
4.Compound wall LS 233,800
5.Septic Tank LS 75000
6.Sump LS 80000
7.Anitermit Treatment LS 30,000.00
8.Interior Design LS 850,000
Miscellaneous Items LS -

7,519,865.00
S.No Description Of Work Qty Unit Cost Amount
1 Excavation 2800 CFT 20 56000
2 PCC 1:5:10 in the foundation 288 CFT 140 40320
3 Footing Concrete 486 CFT 480 233280
4 Column Concrete upto basement 150 CFT 480 72000
5 Footing Earth filling work 2800 CFT 30 84000
6 Plinthbeam concrete 270 CFT 480 129600
7 Basement Brickwork 270 CFT 160 43200
8 Basement gravel filling 6660 CFT 35 233100
9 Grade slab 882 CFT 140 123480
10 Column concrete 41 CFT 480 19680
11 Steel work 8.68 Ton 97202.2 843715.096
12 Roof Slab & Beam Concrete 793.02 CFT 350 277557
13 RCC in the Lintel Beams 72.03 CFT 360 25930.8
14 RCC 1:2:4 in the Sunshade 38.79 CFT 360 13964.4
15 9" thick Brick work in CM 1:5 1766 CFT 220 388520
16 4.5" thick Brick work in CM 1:5 780 SQFT 130 101400
17 Granite Flooring 1472.83 SQFT 320 471305.6
18 Wall Tile Work 806.8 SQFT 125 100850
19 Floor Tile Work 109 SQFT 125 13625
20 Shuttering work for Concrete 10620 SQFT 45 477900

21 Carpenting Teak Joinery with grill work 218 SQFT 5000 1090000

22 Ceiling Plastering in CM 1:3 2142.07 SQFT 35 74972.45

23 Internal Wall Plastering 1:5 CM 4260 SQFT 32 136320
24 External Wall Plastering 1:5 CM 3900 SQFT 35 136500
25 Internal Wall and Ceiling painting 6402.07 SQFT 22 140845.54
26 External Wall Painting 3900 SQFT 19 74100
2 Coat Enamel Paint to Doors &
26 422.56 SQFT 130
Windows 54932.8
27 Water Proofing 1267.07 SQFT 23 29142.61
28 Concrete with 6mm Chips 1137.82 SQFT 35 39823.7
29 Miscellaneous Items
1.Electrical Works LS 300,000
2.Plumbing Works LS 300,000
3.Construction of Internal Staircase LS 60,000
4.SS Hand Rail LS 65,000
4.Compound wall LS 233,800
5.Septic Tank LS 75000
6.Sump LS 80000
7.Anitermit Treatment LS 30,000.00
8.Interior Design LS 800,000
Miscellaneous Items LS 1,943,800

TOTAL 7,469,865.00
S.No Description Of Work Qty Unit Cost Amount
1 Excavation 2800 CFT 20 56000
2 PCC 1:5:10 in the foundation 288 CFT 100 28800
3 Footing Concrete 486 CFT 190 92340
4 Column Concrete upto basement 150 CFT 190 28500
5 Footing Earth filling work 2800 CFT 35 98000
6 Plinthbeam concrete 270 CFT 190 51300
7 Basement Brickwork 270 CFT 180 48600
8 Basement gravel filling 6660 CFT 35 233100
9 Grade slab 882 CFT 100 88200
10 Column concrete 41 CFT 190 7790
11 Steel work 8.68 Ton 81250 705250
12 Roof Slab Concrete 793.02 CFT 190 150673.8
13 RCC in the Lintel Beams 72.03 CFT 230 16566.9
14 RCC 1:2:4 in the Sunshade 38.79 CFT 230 8921.7
15 9" thick Brick work in CM 1:6 1766 CFT 190 335540
16 4.5" thick Brick work in CM 1:6 780 SQFT 130 101400
17 TILE Flooring 1472.83 SQFT 160 235652.8
18 Wall Tile Work 806.8 SQFT 125 100850
19 Floor Tile Work 109 SQFT 125 13625
20 Shuttering work for Concrete 10620 SQFT 45 477900
21 UPVC Joinery with grill work 218 SQFT 850 185300
22 Ceiling Plastering in CM 1:3 2142.07 SQFT 35 74972.45
23 Internal Wall Plastering 1:6 CM 4260 SQFT 32 136320
24 External Wall Plastering 1:6 CM 3900 SQFT 35 136500
25 Internal Wall and Ceiling painting 6402.07 SQFT 22 140845.54
26 External Wall Painting 3900 SQFT 19 74100
26 2 Coat Enamel Paint to Doors 60 SQFT 150 9000
27 Water Proofing 1267.07 SQFT 35 44347.45
28 Concrete with 6mm Chips 1137.82 SQFT 70 79647.4
29 Miscellaneous Items
1.Electrical Works LS 100,000
2.Plumbing Works LS 100,000
3.Construction of Internal Staircase LS 60,000
4.SS Hand Rail (304) LS 65,000
4.Compound wall LS 233,800
5.Septic Tank LS 75000
6.Sump LS 80000
7.Anitermit Treatment LS 30,000.00
8.Interior Design LS 850,000
Miscellaneous Items LS -

TOTAL 5,353,843.04
S.No Description Of Work Qty Unit Cost Amount
1 Excavation 2800 CFT 20 56000
2 PCC 1:5:10 in the foundation 288 CFT 120 34560
3 Footing Concrete 486 CFT 360 174960
4 Column Concrete upto basement 150 CFT 360 54000
5 Footing Earth filling work 2800 CFT 30 84000
6 Plinthbeam concrete 270 CFT 360 97200
7 Basement Brickwork 270 CFT 160 43200
8 Basement gravel filling 6660 CFT 35 233100
9 Grade slab 882 CFT 100 88200
10 Column concrete 41 CFT 360 14760
11 Steel work 8.68 Ton 92003 798586.04
12 Roof Slab & Beam Concrete 793.02 CFT 360 285487.2
13 RCC in the Lintel Beams 72.03 CFT 360 25930.8
14 RCC 1:2:4 in the Sunshade 38.79 CFT 360 13964.4
15 9" thick Brick work in CM 1:6 1766 CFT 195 344370
16 4.5" thick Brick work in CM 1:6 780 SQFT 110 85800
17 Tile Flooring 1472.83 SQFT 180 265109.4
18 Wall Tile Work 806.8 SQFT 160 129088
19 Floor Tile Work 109 SQFT 160 17440
20 Shuttering work for Concrete 10620 SQFT 45 477900
Carpenting Teak & Sal Joinery with
21 218 SQFT 1650 359700
grill work
22 Ceiling Plastering in CM 1:3 2142.07 SQFT 35 74972.45
23 Internal Wall Plastering 1:6 CM 4260 SQFT 30 127800
24 External Wall Plastering 1:6 CM 3900 SQFT 33 128700
25 Internal Wall and Ceiling painting 6402.07 SQFT 22 140845.54
26 External Wall Painting 3900 SQFT 19 74100
2 Coat Enamel Paint to Doors &
26 422.56 SQFT 179 75638.24
Windows
27 Water Proofing 1267.07 SQFT 30 38012.1
28 Concrete with 6mm Chips 1137.82 SQFT 45 51201.9
29 Miscellaneous Items
1.Electrical Works LS 200,000
2.Plumbing Works LS 200,000
3.Construction of Internal Staircase LS 60,000
4.SS Hand Rail LS 65,000
4.Compound wall LS 233,800
5.Septic Tank LS 75000
6.Sump LS 80000
7.Anitermit Treatment LS 30,000.00
8.Interior Design LS 850,000
Miscellaneous Items LS 1,793,800

TOTAL 6,188,426.07
S.No Description Of Work Qty Unit Cost Amount
1 Excavation 5488 CFT 20 109760
2 PCC 1:5:10 in the foundation 392 CFT 100 39200
3 Footing Concrete 486 CFT 175 85050
4 Column Concrete upto basement 150 CFT 185 27750
5 Footing Earth filling work 5488 CFT 35 192080
6 Plinthbeam concrete 270 CFT 185 49950
7 Basement Brickwork 270 CFT 180 48600
8 Basement gravel filling 3572 CFT 35 125020
9 Grade slab 882 CFT 100 88200
10 Column concrete 41 CFT 190 7790
11 Steel work 8.68 Ton 75000 651000
12 Roof Slab Concrete 793.02 CFT 185 146708.7
13 RCC in the Lintel Beams 72.03 CFT 230 16566.9
14 RCC 1:2:4 in the Sunshade 38.79 CFT 230 8921.7
15 9" thick Brick work in CM 1:6 1766 CFT 170 300220
16 4.5" thick Brick work in CM 1:6 780 SQFT 110 85800
17 Tile Flooring 1472.83 SQFT 110 162011.3
18 Wall Tile Work 806.8 SQFT 90 72612
19 Floor Tile Work 109 SQFT 90 9810
20 Shuttering work for Concrete 10620 SQFT 32 339840
21 UPVC Joinery with grill work 218 SQFT 650 141700
22 Ceiling Plastering in CM 1:3 2142.07 SQFT 33 70688.31
23 Internal Wall Plastering 1:6 CM 4260 SQFT 31 132060
24 External Wall Plastering 1:6 CM 3900 SQFT 33 128700
25 Internal Wall and Ceiling painting 6402.07 SQFT 22 140845.54
26 External Wall Painting 3900 SQFT 19 74100
26 2 Coat Enamel Paint to Doors 60 SQFT 150 9000
27 Water Proofing 1267.07 SQFT 23 29142.61
28 Concrete with 6mm Chips 1137.82 SQFT 65 73958.3
29 Miscellaneous Items
1.Electrical Works LS 100,000
2.Plumbing Works LS 100,000
3.Construction of Internal Staircase with
LS
SS Hand Rail (304) 126,000
4.SS Frame (304 ) Hand Rail (Open
LS 40,000
Terrace)
4.Compound wall LS 233,800
5.Septic Tank LS 75000
6.Sump LS 80000
7.Interior Design LS 800,000
Miscellaneous Items LS -

TOTAL 4,921,885.36
ESTIMATE FOR THE PROPOSED BUILDING IN PLOT NO: S.NO: 76/2, AS PER PATTA NO: 3581, DAMU
NAGER PHASE 2, COIMBATORE DISTRICT, PANNIMADAI TOWN PANCHAYAT LIMIT.

CLIENT NAME: Mr.ARUNKUMAR,COIMBATORE

S.No Description Of Work Nos L B D Qty Unit
1 Excavation 12 7 7 7 4,116.00 CFT
2 PCC 1:5:10 in the foundation 12 7 7 0.5 294.00 CFT
3 Footing Concrete 12 5 6 1.5 540 CFT
4 Column Concrete upto basement 12 0.75 1.25 10 112.5 CFT
5 Footing Earth filling work 12 5 6 7 2,520.00 CFT
6 Plinthbeam concrete 1 170 0.75 1.5 191.25 CFT
7 Basement Brickwork 1 170 0.75 1.5 191.25 CFT
8 Basement gravel filling 1 35.5 24.84 4 3,527 CFT
Deduction
Plinthbeam concrete 1 170 0.75 1.5 -191.25 CFT
Basement Brickwork 1 170 0.75 1.5 -191.25 CFT
Basement gravel filling 3,145 CFT
9 Grade slab 1 35.5 24.84 0.5 882 CFT
10 Column concrete 12 1.25 0.75 26 37.25 CFT
11 Steel work 9 Ton
12 Roof Slab Concrete
Ground Floor 1 35.5 24.84 1.25 1102 CFT
First Floor 1 35.5 24.84 1.25 1102.275 CFT
Portico 1 16 16 1.25 320 CFT
Roof Slab Concrete 2525 CFT
13 RCC in the Lintel Beams
Ground Floor 1 220 0.75 1.25 206.25 CFT
First Floor 1 220 0.75 1.25 206.25 CFT
RCC in the Lintel Beams 412.50 CFT
14 RCC 1:2:4 in the Sunshade 12 3 0.75 0.41 27.41 CFT
15 9" thick Brick work in CM 1:6
Ground Floor 1 145 10 0.75 1,088 CFT
First Floor 1 160 10 0.75 1,200 CFT
Deduction
Main Door -1 3.5 0.75 7 -18.38 CFT
Kicthen Door -1 2.5 0.75 7 -13.13 CFT
Window -172.00 CFT
Column Concrete -16 1.25 0.75 20 -300.00 CFT
Pooja Room -1 2.83 0.75 7 -14.86 CFT
Store Room -1 2.75 0.75 7 -14.44 CFT
Staircase Passage -1 3 0.75 7 -15.75 CFT
Terrance Door -1 2.75 0.75 7 -14.44 CFT
Staircase toilet -1 2.5 0.75 7 -13.13 CFT
Ventilator -3 2 0.75 2 -9.00 CFT
9" thick Brick work in CM 1:6 1,702 CFT
16 4.5" thick Brick work in CM 1:6
Ground Floor 1 65 0.75 10 488 SFT
First Floor 1 56 0.75 10 420 SFT
Deduction
BedRoom 1 -1 2.75 - 7 -19.25 SFT
Toilet 1 -1 2.5 - 7 -17.50 SFT
Common Toilet -2 2.5 - 7 -35.00 SFT
Bedroom 2 -1 2.75 - 7 -19.25 SFT
Toilet 3 -1 2.5 - 7 -17.50 SFT
M.Bed Room -1 2.75 - 7 -19.25 SFT
4.5" thick Brick work in CM 1:6 780 SFT
17 Granite / Tile Flooring
CM 1:5 Flooring with Ganite / Tile Flooring
Ground Floor
Living 1 16 16 - 256.00 SFT
Dining 1 10 8.375 - 83.75 SFT
Kitchen 1 11 10 - 110.00 SFT
Bed Room 1 1 11 10 - 110.00 SFT
Pooja 1 4 4 - 16.00 SFT
Bed Room Passage 1 3 8.375 - 25.13 SFT
Dining Passage 1 4 4 - 16.00 SFT
Living Passage 1 16 4 - 64.00 SFT
Toilet -1 1 4.75 7 - 33.25 SFT
First Floor
Bed Room 2 1 10 10 - 100 SFT
Toilet 2 1 10 4.6 - 46 SFT
Store 1 10 3.25 - 32.5 SFT
Master Bed room -3 1 16 17.375 - 278 SFT
Dressing 1 6 4.5 - 27 SFT
Toilet 3 1 5 5 - 25 SFT
Staircase Passage 1 4.5 10 - 45 SFT
Store Passage 1 6 6 - 36 SFT
Staircase steps 40 1.41 3 - 169.2 SFT
Granite / Tile Flooring 1,472.83 SQFT
18 Wall Tile Work
Kitchen Above Tabletop 1 18 7 - 126.00 SFT
Toilet -1 1 23.58 10 - 235.80 SFT
Toilet -2 1 24 10 - 240.00 SFT
Toilet -3 1 20.5 10 - 205.00 SFT
Wall Tile Work 806.80 SFT
19 Floor Tile Work
Toilet -1 1 4.75 7 - 33.25 SFT
Toilet -2 1 10 4.5 - 45.00 SFT
Toilet -3 1 6 5 - 30.00 SFT
Floor Tile Work 108.25 SFT
20 Shuttering work for Concrete
PCC 16 20 - 6 1,920.00 SFT
Footing 16 18 - 5 1,440.00 SFT
Column 16 4 - 30 1,920.00 SFT
Plinth Beam 1 3.5 - 240 840.00 SFT
Ground Floor Slab 1 51 - 25 1,275.00 SFT
Ground Floor Beam 1 3.25 - 300 975.00 SFT
First Floor Slab 1 51 - 25 1,275.00 SFT
First Floor Beam 1 3.25 - 300 975.00 SFT
Shuttering work for Concrete 10,620.00 SFT
Carpenting Main door Teak and All
21 other doors sal frame and Flush
door
Main Door 1 3.5 - 7 24.50 SFT
Carpenting all other doors sal
22 frame and Flush door expect Main
door
Kitchen Door 1 2.5 - 7 17.50 SFT
Bedroom 1 1 2.75 - 7 19.25 SFT
Pooja Room 1 2.83 - 7 19.81 SFT
Toilet 1 1 2.5 - 7 17.50 SFT
Store Room 1 2.75 - 7 19.25 SFT
Common Toilet 2 2.5 - 7 35.00 SFT
Bedroom 2 1 2.75 - 7 19.25 SFT
Toilet 3 1 2.5 - 7 17.50 SFT
M.Bed Room 1 2.75 - 7 19.25 SFT
Staircase Passage 1 3 - 7 21.00 SFT
Terrance Door 1 2.75 - 7 19.25 SFT
Staircase toilet 1 2.5 - 7 17.50 SFT
Ventilator 3 2 - 2 12.00 SFT
Carpenting all other doors sal
frame and Flush door expect Main 278.56 SQFT
door
UPVC Window Joinery with grill
23
work
Living 1 6 - 4 24.00
Dining 1 4 - 4 16.00
Kitchen 1 3 - 4 12.00
Bed room 1 1 6 - 4 24.00
Staircase 1 2 - 4 8.00
Store room 1 4 - 4 16.00
Bed room 2 1 2 - 4 8.00
M.Bed Room 1 3 - 4 12.00
1 6 - 4 24.00
1 2 - 4 8.00
Staircase 1 2 - 4 8.00
Ventilator 3 2 - 2 12.00 SFT
UPVC Window Joinery with grill
172.00 SFT
work

24 Ceiling Plastering in CM 1:3

Ground Floor 1 35.5 24.84 - 881.82 SQFT
First Floor 1 35.5 24.84 - 881.82 SQFT
Portico 1 16 16 - 256 SQFT
Ceiling Plastering in CM 1:5 1763.64 SQFT
25 Internal Wall Plastering 1:5 CM
Ground Floor 9 Inch Thickwall 1 305 10 - 3,050.00 SQFT
Ground Floor 4.5" Inch Thickwall 1 121 10 - 1,210.00 SQFT
Internal Wall Plastering 1:5 CM 4,260.00 SQFT
26 External Wall Plastering 1:5 CM 1 150 26 - 3,900.00 SQFT
27 Internal Wall and Ceiling painting 1 - 6,023.64 SQFT
28 External Wall Painting 1 - 3,900.00 SQFT
2 Coat Enamel Paint to Doors &
29
Windows
Main Door 1 3.5 - 7 24.50 SFT
Kitchen Door 1 2.5 - 7 17.50 SFT
Window 12 3 - 4 144.00 SFT
BedRoom 1 1 2.75 - 7 19.25 SFT
Pooja Room 1 2.83 - 7 19.81 SFT
Toilet 1 1 2.5 - 7 17.50 SFT
Store Room 1 2.75 - 7 19.25 SFT
Common Toilet 2 2.5 - 7 35.00 SFT
Bedroom 2 1 2.75 - 7 19.25 SFT
Toilet 3 1 2.5 - 7 17.50 SFT
M.Bed Room 1 2.75 - 7 19.25 SFT
Staircase Passage 1 3 - 7 21.00 SFT
Terrance Door 1 2.75 - 7 19.25 SFT
Staircase toilet 1 2.5 - 7 17.50 SFT
Ventilator 3 2 - 2 12.00 SFT
2 Coat Enamel Paint to Doors &
422.56 SFT
Windows
30 Water Proofing
Open Terrance 1 16 16 - 256 SFT
Terrace 1 35.5 24.84 - 881.82 SFT
Toilet 1 1 4.75 7 - 33.25 SFT
Toilet External 1 3 7 - 21 SFT
Common Toilet 1 10 4.5 - 45 SFT
Toilet 3 1 6 5 - 30 SFT
Water Proofing 1267.07 SFT
Terrance& Open TerraceConcrete
31 with 6mm Chips
Open Terrance 1 16 16 - 256 SFT
Terrace 1 35.5 24.84 - 881.82 SFT
Terrance& Open TerraceConcrete
with 6mm Chips 1137.82 SFT

32 Miscellaneous Items
1.Electrical Works LS
2.Plumbing Works LS
3.Weathering Coarse LS
4.Compound wall LS
5.Bore Well LS
6.Septic Tank LS
7.Sump LS
8.Anitermit Treatment LS
Miscellaneous Items LS
S.No Descriptions Area Cost
1 Ground Floor 1040 2200
2 First Floor 755 2200
Total - A
Construction of Internal Staircase
3 LS
with SS Hand Rail (304)
SS Frame (304) Hand Rail (Open
4 LS
Terrace)
5 Compound wall LS
6 Septic Tank LS
7 Sump LS
8 Interior Design LS
Total - B

Total Cost (A+B)

 Amount
2,288,000
1,661,000
3,949,000.00
126,000

40,000
233,800
75,000
80,000
800,000
1,354,800

5,303,800.00
Plinth beam 35.5 0.75 1.25 33.28125 35.5
24.84 0.75 1.25 23.2875
35.5 0.75 1.25 33.28125 17.85
24.84 0.75 1.25 23.2875
17 0.75 1.25 15.9375
17 0.75 1.25 15.9375
24.84 0.75 1.25 23.2875
17.85 0.75 1.25 16.73438

197.37 185.0344
 1 0.083333
2 0.166667
24.84 3 0.25
4 0.333333
5 0.416667
6 0.5
7 0.583333
8 0.666667
9 0.75
10 0.833333
11 0.916667
12 1
13 1.083333
14 1.166667