ROUGH ESTIMATE (PWD 2008) FOR THE PROJECT Construction of 5
Story + 1 Parking at Ground Floor (Total 6 Story) at R-4, S-12,
Uttara ,Dhaka.
1 Tk. 20,000.00 2
Tk. 2,539,820.00 Tk. 50,796.40 Tk. 2,590,616.40
145 sqm 8,624.00Tk. per sqm 1,250,480.00Tk.
1st Floor 145 sqm 13,119.00Tk. per sqm 1,902,255.00Tk. 145 sqm
13,174.00Tk. per sqm 1,910,230.00Tk. 145 sqm 13,182.00Tk. per sqm
1,911,390.00Tk. 145 sqm 13,217.00Tk. per sqm 1,916,465.00Tk. 145
sqm 13,257.00Tk. per sqm 1,922,265.00Tk.
Tk. 10,813,085.00
i) Tk. 216,261.70 ii) Tk. 223,300.00 iii) Tk. 125,010.00 iv) Tk.
100,000.00
Tk. 664,571.70
Tk. 598,125.00 Tk. 1,036,750.00
Tk. 450,000.00
Tk. 500,000.00 Tk. 50,000.00 Tk. 150,000.00 Tk. 50,000.00
Tk. 1,200,000.00
Tk. 18,125.00 Tk. 72,500.00 Tk. 66,672.00 Tk. 50,000.00
Tk. 285,626.40 Tk. 50,000.00 Tk. 50,000.00 Tk. 10,000.00 Tk.
400,000.00 Tk. 5,037,798.40 Tk. 478,151.79 Tk. -
19,604,223.29Tk. 3,528,760.19Tk.
16,075,463.10Tk.
iv)External Electrification
iii) External water supply
b. Main Gate
Less 18% as mentioned in the PWD schedule
Contingency (Probable unforeseen expenditure related to work):
2.5.00% on SubTotal
J. TESTING OF MATERIALS K. ABORICULTURE / LANDSCAPE L. FIRE
FIGHTING
(b) Pump & Motor Set i/c Installation
Sub Total =
Cost of land
a. Construction of boundary wall (Total 58.53rm @ Tk. 4880 Per
rm)
(c) Stand by power (Generator 35 kva)
E. ELECTRO-MECHANICAL COMPONENT
F. GAS CONNECTION WORKS
D. OTHER BUILDING COST
Extra cost of Roof Top RCC Water tank : 1000 Gallon @Tk. 100 Per
Gallon
a) Ground Floor : Consider 50% cost as Parking .5 x 145@ 250 per
sqmb) Other Floor : 5 x 145 @ Tk 100 per sqm.
5STORY + 1 PARKING
Soil InvestigationConstruction of BuildingA. FOUNDATION COST(i)
Pile foundation : Plinth area 145sqm, @Tk.17516.00 per sqm
a) 1 no. of 6 Passenger lift ,8 stops (1m/s)
(d) Compound Light, Wiring System & Other safety system
(ii) Add extra 2% cost for wind & earthquake : Plinth area
145 Sqm
5th Floor @
Sub Total
H. APPROACH ROAD (rcc)
(a) Construction of underground reservoir 9000 gallon @ 50 per
gallonn
Sub-Total =
Sub-Total =
@@
G. CONSTRUCTION OF COMPOUND DRAIN ( 55.56 rm, @Tk.1200 per
rm)
Add Additional Cost for wind and earthquake 2% of 'B'
(a) Supplying and installation of Sub- Station Equipment/
Transformer (Oil Type) (75KVA)
ii) Internal Electrification (Consider G.F area cost 50% : 5.5 x
145 sqm @ 1300 per sqm)
C. ADDITIONAL SUPERSTRUCTURE COST :
@2nd Floor 3rd Floor 4th Floor
@
Total
Grand Total
Extra cost of Roof Top & Chilakotha 145sqm @ Tk.1540 Per Sqm
Extra cost of Roof Top RCC parapet 55.56 m x 1.25m ht. @Tk. 1800
Per Sqm
B. SUPER STRUCTURE(i) Frame structure (1:1.5:3) with stone
chips.Gr. Floor (Parking) @
I. PERIMETER WORK
i) Internal Sanitary & Water supply (Consider G.F area cost
50% : 5.5 x 145 sqm @ 750 per sqm)
