Building Construction – Work Estimate, Material Estimate, Cost Estimate (Two Bedrooms)
PREAMBLE
The art of building construction has a spacious compass in the discipline of forestry. In the practical life of a forester, this acquaintance is quite useful principally in the cases like construction and repair of government installations/ offices, rest houses, and residences, etc.
Apart from construction, a sound knowledge of estimation of expenses and work is also indispensable for supervision and budgetary commitments. Consequently, the main objective of this project is to endow with us the knowledge and develop skills concerning building construction, planning, designing, and estimate calculations.
Keeping in view the above necessities, design, and estimation of a two bedrooms house is a part of our module. This booklet provides an insight into the cost, material and work estimate of a two bedroom single storey house project covering an area of 10 Marlas (ie 2720 square feet) with dimensions 68ft × 40ft. The area is plain having soil mixture of sand and gravel. The angle of repose of soil is 33O and the safe bearing capacity is 25 tons/ m2.
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DESIGN OF FOUNDATION
![]() |
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.
(i) Width of Foundation:
By Formula:
W = L / P
W = 1.09 m
By Thumb Rule:
W = 2t + 2j
W = 1.3m
Taking the Maximum value ie 1.3m or 4’ 3’’
(ii) Depth of Foundation:
By Formula:
h = P/w (1-Sin θ / 1 + Sin θ) 2
h = 1.25 m
By Thumb Rule prescribed maximum depth = 0.9 m
Taking maximum value ie 1.25m or 4’ 2’’
(iii) Depth of Concrete Block:
By Formula d = √3pj2/ m
Or, d = 0.254m
By Thumb Rule,
d = j = 0.15m
Taking maximum value ie 0.254m or 10’’
Therefore,
Width of Foundation = 1.3m
Depth of Foundation = 1.25m
Depth of Concrete Block = 0.254m
SPECIFICATIONS
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
|
|
DETAIL OF DESIGN
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
|
Forest Engineering – A (Building)
WORK ESTIMATE
Name:____________ Date:______________
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
|
||||||||||||
Forest Engineering – A (Building)
WORK ESTIMATE
Name:____________ Date:______________
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
|
|
||||||||||||
Forest Engineering – A (Building)
WORK ESTIMATE
Name:____________ Date:______________
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
|
||||||
Forest Engineering – A (Building)
WORK ESTIMATE
Name:____________ Date:______________
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
|
Forest Engineering – A (Building)
WORK ESTIMATE
Name:____________ Date:______________
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
|
Forest Engineering – A (Building)
MATERIAL ESTIMATE
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
|
Forest Engineering – A (Building)
MATERIAL ESTIMATE
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
|
COST ESTIMATE
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
|
|||
———-
For correction and improvements please use the comments section below.
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Naeem Javid Muhammad Hassani is working as Conservator of Forests in Balochistan Forest & Wildlife Department (BFWD). He is the CEO of Tech Urdu (techurdu.net) Forestrypedia (forestrypedia.com), All Pak Notifications (allpaknotifications.com), Essayspedia, etc & their YouTube Channels). He is an Environmentalist, Blogger, YouTuber, Developer & Vlogger.