Building Construction – Work Estimate, Material Estimate, Cost Estimate (Two Bedrooms)
Last Updated on June 15, 2018 by Naeem Javid Muhammad Hassani
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![]() |
Sample Map (not as per specs in this article) |
It is a spread footing foundation with L = 26 tons, P = 23.64 tons/m2, j = 0.15m, w = 1.65 ton/ m3, θ = 33O, m = 2.46 ton/m 2.
S. No
|
OBJECTS
|
SPECIFICATION
|
1.
|
P.C.C. in foundation
|
1: 3: 6
|
2.
|
P.C.C. in floor
|
1: 3: 6
|
3.
|
D.P.C. in foundation
|
1: 2
|
4.
|
D.P.C. in roof
|
1.75 kg/ m2
|
5.
|
R.C.C. in roofs and beams
|
1 %
|
6.
|
Steel in beams
|
—
|
7.
|
Steel in roofs
|
1 %
|
8.
|
Steel in lintels
|
0.5 %
|
9.
|
Brick Masonry in foundation
|
1: 6
|
10.
|
Plastering
|
1: 4
|
11.
|
Paint and Distempering
|
3 coats
|
12.
|
Electrification
|
10 %
|
13.
|
Sanitary fitting
|
7 %
|
14.
|
Over head cost
|
|
15.
|
Brick masonry in Super-structure
|
1: 6
|
16.
|
D.P.C. in floor
|
|
S. No
|
ITEM
|
SIZE
|
No
|
1.
|
Bedroom
|
12ft × 12ft
|
O2
|
2.
|
Guest room
|
12ft × 10ft
|
01
|
3.
|
Drawing room
|
16ft × 12ft
|
01
|
4.
|
Scullery
|
10ft × 10ft
|
01
|
5.
|
Washroom 1
|
7ft × 6ft
|
01
|
6.
|
Washroom 2
|
6ft × 6ft
|
01
|
7.
|
Washroom 3
|
6ft × 5ft
|
01
|
8.
|
Porch
|
14ft × 10ft
|
01
|
9.
|
Door 1
|
2ft-6in × 7ft
|
07
|
10.
|
Door 2
|
3ft × 7ft
|
05
|
11.
|
Door 3
|
4ft × 7ft
|
01
|
12.
|
Window 1
|
6ft × 3ft
|
03
|
13.
|
Window 2
|
4ft × 3ft
|
03
|
14.
|
Ventilator
|
2ft × 2ft
|
03
|
15.
|
Gate
|
9ft × 9ft
|
01
|
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
|
||||||
1.
|
Cleaning and leveling of ground
|
|
68 ft
|
40 ft
|
|
2720 sq.ft
|
|
||||||
2.
|
Excavation of foundation trenches
|
|
|||||||||||
i.
|
Compound walls
|
|
216 ft
|
0.75 ft
|
4.25 ft
|
688.5 cft
|
|
||||||
ii..
|
Load bearing
|
|
246 ft
|
0.75 ft
|
4.25 ft
|
784.12 cft
|
|
||||||
iii.
|
Pillars (Porch/ Verandah)
|
2
|
2 ft
|
1 ft
|
4 ft
|
8 cft
|
|
||||||
Total
|
1480 cft
|
|
|||||||||||
3.
|
L.C.C. in foundation (1: 3: 6)
|
|
|||||||||||
i.
|
Compound walls
|
|
216 ft
|
4.25 ft
|
0.75 ft
|
688.5 cft
|
|
||||||
ii.
|
Load bearers
|
|
246 ft
|
4.25 ft
|
0.75 ft
|
784.12 cft
|
|
||||||
iii.
|
Pillars (verandah)
|
2
|
2 ft
|
2 ft
|
0.5 ft
|
4 cft
|
|
||||||
iv.
|
Pillars (Gate)
|
2
|
2 ft
|
2 ft
|
0.5 ft
|
4 cft
|
|
||||||
Total
|
1480.6 cft
|
|
|||||||||||
4.
|
Brick Masonry in foundation
|
|
|||||||||||
i.
|
Compound walls
|
|
|
|
|
|
|
||||||
|
1st step
|
|
216 ft
|
3.25 ft
|
0.5 ft
|
351 cft
|
|
||||||
|
2nd step
|
|
216 ft
|
2.41 ft
|
0.5 ft
|
260 cft
|
|
||||||
|
3rd step
|
|
216 ft
|
1.75 ft
|
0.5 ft
|
189 cft
|
|
||||||
|
4th step
|
|
216 ft
|
1.08 ft
|
0.5 ft
|
116.64 cft
|
|
||||||
Total
|
916.64
|
|
|||||||||||
ii.
|
Load bearer
|
||||||||||||
|
1st step
|
|
246
|
3.25 ft
|
0.5 ft
|
399.75 cft
|
|||||||
|
2nd step
|
|
246
|
2.41 ft
|
0.5 ft
|
296.43 cft
|
|||||||
|
3rd step
|
|
246
|
1.08 ft
|
0.5 ft
|
132.84 cft
|
|||||||
Total
|
1044.27 cft
|
||||||||||||
iii.
|
Pillars (veranda)
|
2
|
|
|
|
|
|||||||
|
1st step
|
2
|
2 ft
|
2 ft
|
0.5 ft
|
4 cft
|
|||||||
|
2nd step
|
2
|
1.5 ft
|
1.5 ft
|
0.5 ft
|
2.25 cft
|
|||||||
Total
|
6.25 cft
|
||||||||||||
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
||||||||
iv.
|
Pillars (Gate)
|
|
|
|
|
|
||||||||
|
1st step
|
2
|
1.5 ft
|
1.5 ft
|
0.5 ft
|
2.25 cft
|
||||||||
|
2nd step
|
2
|
1 ft
|
1 ft
|
0.5 ft
|
1 cft
|
||||||||
Total
|
3.25 cft
|
|||||||||||||
Sum Total
|
1970.4 cft
|
|||||||||||||
5.
|
Brick masonry in Super-structure
|
|||||||||||||
i.
|
Compound wall
|
|
216 ft
|
0.75 ft
|
9 ft
|
1458 cft
|
||||||||
ii.
|
Load bearer
|
|
246 ft
|
0.75 ft
|
11 ft
|
2029.5 cft
|
||||||||
iii.
|
Pillar (veranda)
|
2
|
1 ft
|
1 ft
|
11 ft
|
22 cft
|
||||||||
iv.
|
Pillar (Gate)
|
2
|
1.5 ft
|
1.5 ft
|
9 ft
|
40.9 cft
|
||||||||
v.
|
Parapet
|
|
164 ft
|
0.375 ft
|
4 ft
|
246 cft
|
||||||||
Total
|
3796.4 cft
|
|||||||||||||
|
Deduction in brick masonry in super-structure
|
|
|
|
|
|
||||||||
i.
|
Gate
|
1
|
9 ft
|
0.75 ft
|
9 ft
|
60.75 cft
|
||||||||
ii.
|
D1
|
7
|
2.5 ft
|
0.75 ft
|
7 ft
|
118.125 cft
|
||||||||
iii.
|
D2
|
5
|
3 ft
|
0.75 ft
|
7 ft
|
78.75 cft
|
||||||||
iv.
|
D3
|
1
|
4 ft
|
0.75 ft
|
7 ft
|
28 cft
|
||||||||
v.
|
W1
|
3
|
6 ft
|
0.75 ft
|
3 ft
|
54 cft
|
||||||||
vi.
|
W2
|
3
|
4 ft
|
0.75 ft
|
3 ft
|
36 cft
|
||||||||
vii.
|
V
|
3
|
2 ft
|
0.75 ft
|
2 ft
|
12 cft
|
||||||||
Total Deduction
|
387.62 cft
|
|||||||||||||
|
Net brick masonry in super-structure
|
3796.4 – 387.62
|
3408.8 cft
|
|||||||||||
6.
|
Brick masonry b/w plinth level and ground level
|
|
246 ft
|
1.08 ft
|
2 ft
|
533 cft
|
||||||||
|
Net Brick Masonry
|
|
|
|
|
5912.19 cft
|
||||||||
7.
|
Lintel R.C.C(1:3:6)
|
|||||||||||||
|
D1
|
7
|
3.5 ft
|
0.75 ft
|
0.5 ft
|
9.18 cft
|
||||||||
|
D2
|
5
|
4 ft
|
0.75 ft
|
0.5 ft
|
7.5 cft
|
||||||||
|
D3
|
1
|
5 ft
|
0.75 ft
|
0.5 ft
|
1.875 cft
|
||||||||
|
W1
|
3
|
8 ft
|
0.75 ft
|
0.5 ft
|
9 cft
|
||||||||
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
||||||||
|
W2
|
3
|
6 ft
|
0.75 ft
|
0.5 ft
|
6.75 cft
|
||||||||
|
V
|
3
|
4 ft
|
0.75 ft
|
0.5 ft
|
4.5 cft
|
||||||||
Total
|
38.805
|
|||||||||||||
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
|
|||||||
8.
|
Flooring area
|
|
|
|
|
1639.18 sq.ft
|
|
|||||||
|
Covered (total)
|
|
|
|
|
|
|
|||||||
|
Area covered by load bearer
|
|
246 ft
|
0.75 ft
|
|
184.5 sq.ft
|
|
|||||||
Net area of floor
|
1639.18 sq.ft – 184.5 sq.ft
|
1454.7 sq.ft
|
|
|||||||||||
i.
|
Compact earth
|
|
|
|
1 ft
|
1454.7 cft
|
|
|||||||
ii.
|
L.C.C (1:3:6)
|
|
|
|
0.333 ft
|
484.41 cft
|
|
|||||||
iii.
|
Crushed stones
|
|
|
|
0.5 ft
|
727.35 cft
|
|
|||||||
iv.
|
D.P.C
|
|
|
|
0.0833 ft
|
121.17 cft
|
|
|||||||
|
Roof
|
|
|
|
|
|
|
|||||||
|
Total area covered
|
|
|
|
|
1639.18 sq.ft
|
|
|||||||
i.
|
R.C.C
|
|
|
|
0.333 ft
|
546.40 cft
|
|
|||||||
ii.
|
Brick tiles
|
|
|
|
0.083 ft
|
136.60 cft
|
|
|||||||
iii.
|
Bitumen layer (D.P.C)
|
|
|
|
0.25 ft
|
409.80 cft
|
|
|||||||
iv.
|
Earth fill
|
|
|
|
0.333 ft
|
546.40 cft
|
|
|||||||
10.
|
Plastering (1:4)
|
|
||||||||||||
i.
|
Compound wall
|
|
216 ft
|
|
9 ft
|
1944
|
|
|||||||
ii.
|
Compound wall (top)
|
|
216 ft
|
0.75 ft
|
|
162
|
|
|||||||
iii.
|
Load bearer
|
2
|
262 ft
|
|
|
5412
|
|
|||||||
iv.
|
Parapet
|
2
|
164 ft
|
|
4 ft
|
1312
|
|
|||||||
v.
|
Parapet (top side)
|
|
164 ft
|
|
|
61.5
|
|
|||||||
vi.
|
Pillar (veranda)
|
2
|
1 ft
|
|
11 ft
|
22
|
|
|||||||
vii.
|
Pillar (Gate)
|
2
|
1.5 ft
|
|
9 ft
|
40.5
|
|
|||||||
viii.
|
Ceiling
|
|
|
|
|
1594.7
|
|
|||||||
ix.
|
Floor
|
|
|
|
|
1594.7
|
|
|||||||
Total
|
12142 sq.ft
|
|
||||||||||||
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
|
|
Deductions
|
|
|
|
|
|
|
|
Gate
|
1
|
9 ft
|
|
9 ft
|
81 sq.ft
|
|
|
D1
|
7
|
2.5 ft
|
|
7 ft
|
122.5 sq.ft
|
|
|
D2
|
5
|
3 ft
|
|
7 ft
|
105 sq.ft
|
|
|
D3
|
1
|
4 ft
|
|
7 ft
|
28 sq.ft
|
|
|
W1
|
3
|
6 ft
|
|
3 ft
|
54 sq.ft
|
|
|
W2
|
3
|
4 ft
|
|
3 ft
|
36 sq.ft
|
|
|
V
|
3
|
2 ft
|
|
2 ft
|
12 sq.ft
|
|
Total
|
438.5 sq.ft
|
||||||
Net area to be plastered
|
12142 – 438.5
|
11703.5 sq.ft
|
|||||
11.
|
Word work frame
|
|
|
|
|
|
|
|
D1
|
7
|
21 ft
|
0.333 ft
|
0.25 ft
|
10.50 cft
|
|
|
D2
|
5
|
22 ft
|
0.333 ft
|
0.25 ft
|
12.80 cft
|
|
|
D3
|
1
|
24 ft
|
0.333 ft
|
0.25 ft
|
2.0 cft
|
|
|
W1
|
3
|
30 ft
|
0.333 ft
|
0.25 ft
|
5.0 cft
|
|
|
W2
|
3
|
16 ft
|
0.333 ft
|
0.25 ft
|
4.0 cft
|
|
|
V
|
3
|
10 ft
|
0.333 ft
|
0.25 ft
|
2.50 cft
|
|
Total
|
36.82 cft
|
||||||
11(a)
|
Shutters
|
||||||
|
D1
|
7
|
2.5 ft
|
0.16 ft
|
6.5 ft
|
15.6 cft
|
|
|
D2
|
5
|
3.0 ft
|
0.16 ft
|
6.5 ft
|
21.84 cft
|
|
|
D3
|
1
|
3.5 ft
|
0.16 ft
|
6.5 ft
|
3.64 cft
|
|
|
W1
|
3
|
5.5 ft
|
0.16 ft
|
2.5 ft
|
6.6 cft
|
|
|
W2
|
3
|
3.5 ft
|
0.16 ft
|
2.5 ft
|
4.2 cft
|
|
|
V
|
3
|
1.5 ft
|
0.16 ft
|
1.5 ft
|
1.087 cft
|
|
Total
|
52.96 cft
|
||||||
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
12.
|
Wire mesh Door
|
|||||
|
D1
|
|
21 ft
|
0.0833 ft
|
0.25 ft
|
0.874 cft
|
|
D2
|
|
22 ft
|
0.0833 ft
|
0.25 ft
|
0.916 cft
|
|
D3
|
1
|
24 ft
|
0.0833 ft
|
0.25 ft
|
0.499 cft
|
Total
|
2.289 cft
|
|||||
13
|
Wire mesh
|
|||||
|
D1
|
2
|
2 ft
|
|
6.5 ft
|
26 sq.ft
|
|
D2
|
2
|
2.5 ft
|
|
6.5 ft
|
32.5 sq.ft
|
|
D3
|
1
|
3.5 ft
|
|
6.5 ft
|
22.75 sq.ft
|
|
W1
|
3
|
5.5 ft
|
|
2.5 ft
|
41.25 sq.ft
|
|
W2
|
3
|
3.5 ft
|
|
2.5 ft
|
26.25 sq.ft
|
|
V
|
3
|
1.5 ft
|
|
1.5 ft
|
6.75 sq.ft
|
Total
|
155.75 sq.ft
|
|||||
14
|
Glasswork
|
|||||
|
W1
|
3
|
5.5 ft
|
|
2.5 ft
|
41.25 sq.ft
|
|
W2
|
3
|
3.5 ft
|
|
2.5 ft
|
26.25 sq.ft
|
|
V
|
3
|
1.5 ft
|
|
1.5 ft
|
6.75 sq.ft
|
Total
|
74.25 sq.ft
|
|||||
15.
|
Grill
|
|||||
|
W1
|
3
|
5.5 ft
|
|
2.5 ft
|
41.25 sq.ft
|
|
W2
|
3
|
3.5 ft
|
|
2.5 ft
|
26.25 sq.ft
|
Total
|
67.5 sq.ft
|
S. No
|
Detail of work to be done
|
No
|
Length (ft)
|
Breadth/ thickness (ft)
|
Height/ depth (ft)
|
Quantity (sq.ft/cft)
|
16.
|
Roof of car porch
|
|||||
|
Area covered
|
|
14 ft
|
10 ft
|
|
140 sq.ft
|
|
R.C.C
|
|
14 ft
|
10 ft
|
0.333 ft
|
64.62 cft
|
|
Brick tiles
|
|
14 ft
|
10 ft
|
0.0833 ft
|
11.66 cft
|
|
Earth fill
|
|
14 ft
|
10 ft
|
0.333 ft
|
46.62 cft
|
17
|
Polishing
|
|||||
|
D1
|
7
|
2.5 ft
|
|
7 ft
|
122.5 sq.ft
|
|
D2
|
5
|
3 ft
|
|
7 ft
|
105 sq.ft
|
|
D3
|
1
|
4 ft
|
|
7 ft
|
28 sq.ft
|
|
W1
|
3
|
6 ft
|
|
3 ft
|
54 sq.ft
|
|
W2
|
3
|
4 ft
|
|
3 ft
|
36 sq.ft
|
|
V
|
3
|
2 ft
|
|
2 ft
|
12 sq.ft
|
18
|
Painting
|
|||||
|
Gate
|
1
|
9 ft
|
|
9 ft
|
81 sq.ft
|
|
Grills
|
|
|
|
|
67.5 sq.ft
|
19.
|
Stairs
|
|
|
|
|
|
|
R.C.C slab
|
|
15.6 ft
|
3.5 ft
|
0.5 ft
|
27.3
|
|
Landing
|
|
3 ft
|
3.5 ft
|
0.5 ft
|
5.25
|
|
P.C.C in stairs (front)
|
|
|
|
|
41.36 cft
|
|
P.C.C in stair (back)
|
|
|
|
|
20.64 cft
|
20
|
D.P.C (Cement plaster) 1:2 + asphalt coating
|
|||||
i.
|
Compound wall
|
|
216 ft
|
0.75 ft
|
|
162 sq.ft
|
ii.
|
Load bearer
|
|
246
|
0.75 ft
|
|
184.5 sq.ft
|
iii.
|
Porch pillar
|
2
|
2 ft
|
2 ft
|
|
8 sq.ft
|
iv.
|
Veranda
|
2
|
2 ft
|
2 ft
|
|
8 sq.ft
|
Total
|
362.5 sq.ft
|
S.No
|
NAME OF MAETERIAL
|
QUANTITY
|
1.
|
Net brick masonry in foundation
|
1033.77 cft
|
|
Net brick masonry in superstructure
|
3408.8 cft
|
|
Net brick masonry in plinth level
|
533 cft
|
Total
|
5912.19 cft
|
|
|
As 1 cft bricks contains 11.52 bricks so 5912.19 cft will contain
|
68108 bricks
|
2.
|
P.C.C in foundation (1:3:6)
|
1480.6 cft
|
|
Cement 1/10 * 1480.6
|
148.06 cft
|
|
Sand 3/10 * 1480.6
|
441.18 cft
|
|
Crush 6/10 * 1480.6
|
888.36 cft
|
3.
|
P.C.C in flooring (1:3:6)
|
484.06 cft
|
|
Cement: 1/10
|
48.44 cft
|
|
Sand: 3/10
|
145.32 cft
|
|
Crush: 6/10
|
290.64 cft
|
4.
|
R.C.C (1:2:4)
|
|
|
Lintels + Stairs
|
661 cft
|
|
Roof
|
54640 cft
|
|
Porch roof
|
46.62 cft
|
Total
|
659.12 cft
|
|
|
Cement 1/7 * 659.12
|
94.15 cft
|
|
Sand 2/7 * 659.12
|
188.31 cft
|
|
Crush 4/7 * 659.12
|
376.6 cft
|
5.
|
Net area to be plastered (1:4)
|
12142 cft
|
|
As plastering would be 0.5 inches, therefore, 12148 * 0.5/ 12
|
506 cft
|
|
Cement = 1/5 * 506
|
50.6*2 = 101.2 cft
|
|
Sand = 4/5 * 506
|
404.8 cft
|
6.
|
Wood
|
|
i.
|
Shutter
|
52.96 cft
|
ii.
|
Frames
|
36.82 cft
|
iii.
|
Wire mesh doors
|
2.28 cft
|
Total
|
92.07 cft
|
|
7.
|
Steel
|
|
|
Lintel (0.5 % reinforcement)
|
0.194 cft
|
|
Main roof 1%
|
5.464 cft
|
|
Porch roof 1%
|
0.836 cft
|
|
Total
|
6.5 cft
|
8.
|
Glass
|
74.25 cft
|
S.No
|
NAME OF MAETERIAL
|
QUANTITY
|
9.
|
Distempering (3 coats)
|
|
|
= 3 * 10548
|
31644 sq.ft
|
|
As 300 sq.ft require 1 gallon, 31644 sq.ft require
|
104 gallons
|
10
|
Paint (at 0.3 liter / sq.ft per coat)
0.03*297*3 (coats)
|
31644 sq.ft
|
11.
|
Iron grills
|
67.25 sq.ft
|
12.
|
Brick tiles for roof
|
|
|
1779.18/ 0.22 sq.ft
|
8087 bricks
|
13.
|
D.P.C (As 1 sq.meter = 1.75 kg/, 1 cft = 0.15 kg )
Therefore, 1734.7 sq.ft require
|
260 kg
|
14.
|
Total earth filling
|
|
|
In roof
|
593.02 cft
|
|
In floor
|
1734.7 cft
|
|
Total
|
2327.72
|
15.
|
P.C.C in Stairs (1:3:6)
|
67.25 sq.ft
|
15(a)
|
P.C.C in Stairs
|
|
|
Cement: 1/10 * 67.25
|
6.725 cft
|
|
Sand: 3/10 * 67.25
|
20.17 cft
|
|
Crush: 6/10 * 67.25
|
40.35 cft
|
|
|
|
SUMMARY
|
||
1.
|
Bricks
|
68108 bricks
|
2.
|
Cement (As 1 cement bag = 1.25 cft, 832.5 cft)
|
666 bag
|
3.
|
Sand
|
1647 cft
|
4.
|
Crush
|
1555.6 cft
|
5.
|
Wood
|
92.07 cft
|
6.
|
Wire mesh
|
155.75 cft
|
7.
|
Glass
|
74.25 cft
|
8.
|
Steel MS bars (1cft = 0.22 tons)
|
1.43 ton
|
9.
|
Distemper
|
104 gallons
|
10.
|
Paints
|
6.8 cft
|
11.
|
Gate
|
81 sq.ft
|
12.
|
Brick tiles
|
8087 no
|
13.
|
Iron grills
|
67.5 sq.ft
|
14.
|
D.P.C
|
260 kg
|
15.
|
C.I Pipe 6 ft (3 nos)
|
18 ft
|
16.
|
Earth fill
|
2327.7 cft
|
17.
|
Broken bricks (As 1 ton = 50 cft)
|
15.94 tons
|
18.
|
Polishing
|
715 sq.ft
|
S.No
|
Item of Work
|
Quantity
|
Rate (Rs/Unit)
|
Cost (Rs)
|
|
1.
|
Bricks
|
|
|
|
|
2.
|
Cement
|
666 bags
|
330/ bag
|
219780
|
|
3.
|
Sand
|
1647 cft
|
800/100 cft
|
13176
|
|
4.
|
Crush/ gravel
|
1555.9 cft
|
1600/ 100 cft
|
24890
|
|
5.
|
Wood
|
92.07 cft
|
2300 / cft
|
211761
|
|
6.
|
Wire mesh
|
155.75 sq.ft
|
20/ sq.ft
|
3115
|
|
7.
|
Glass
|
74.25 sq.ft
|
120/ sq.ft
|
8910
|
|
8.
|
Steel
|
1.43 tons
|
47000/ ton
|
67210
|
|
9.
|
Distemper
|
104 gallons
|
650/ gallon
|
67600
|
|
10.
|
Paints
|
6.7 gallons
|
1100/ gallon
|
7350
|
|
11.
|
Gate
|
81 sq.ft
|
200/ sq.ft
|
16200
|
|
12.
|
Brick tiles
|
8087
|
6800/ 100
|
54993
|
|
13.
|
Iron grills
|
67.5 sq.ft
|
90/ sq.ft
|
6075
|
|
14.
|
DPC
|
65 gallons
|
400/ gallon
|
26000
|
|
15.
|
Earth fill
|
2328 cft
|
800/ cft
|
18622
|
|
16.
|
Broken bricks
|
15.94 ton
|
800/ ton
|
12757
|
|
17.
|
C.I Pipes
|
18 ft (3 lengths)
|
650 / 6 ft
|
2040
|
|
18.
|
Polishing
|
71.5 sq.ft
|
15/ sq.ft
|
10725
|
|
Total
|
1070879
|
||||
19.
|
Sanitary work
|
7/100 * 1070789
|
|
74961
|
|
20.
|
Electrification
|
10/100 * 1070789
|
107087.9
|
||
Net Cost
|
1,252,928
|
||||
Cost Per Square Feet
|
1,252,928/ 1799.18
|
696.4
|
|||
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NJMH is working as Deputy Conservator of Forests in Balochistan Forest & Wildlife Department (BFWD). He is the CEO of Tech Urdu (techurdu.net) Forestrypedia (forestrypedia.com), Majestic Pakistan (majesticpakistan.pk), All Pak Notifications (allpaknotifications.com), Essayspedia, etc & their YouTube Channels). He is an Environmentalist, Blogger, YouTuber, Developer & Vlogger.