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Abstract of costing for the work “Construction of Mandir Complex” at University
area, Chittagong.
1.
Main Mandir
Tk.
1,00,65,700/-
2.
Nut Mandir
Tk.
41,08,700/-
3.
Academic Building
Tk.
1,72,67,360/-
4.
Land Development, Road, Boundary Wall, Pond etc.
Tk.
73,72,240/-
Total Tk.
3,51,16,000/-
(Taka three Crore Fifty One Lac Sixteen Thousand Only)
Detail Estimate for the work “Main Mandir” at Chittagong University Area,
Chittagong.
1.
Cast in Site pile
a.
b.
c.
d.
e.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Pile Length – 25′0˝
No of Pile – 56 nos
Dia of Pile – 18˝ Dia
Stone Chips 4500 cft @ 250/- p/cft
Sylhet Sand 2500 cft @ 90/- p/cft
Cement 1020 Bag @ 460/- p/cft
Labour (Piler and Pile Cap) L.S.
M.S. Rod
20mm – 5.5 Ton @ 60,000/- p/ton
10mm – 2.5 Ton @ 60,000/- p/ton
Structure and Finishing
a. RCC. Works.
Stone Chips 5000 cft @ 250/- p/cft
Sylhet Sand 1500 cft @ 90/- p/cft
Local Sand 1500 cft @ 30/- p/cft
Brich chips 5200 cft @ 70/- p/cft
Cement 1250 bag @ 460/- p/cft
M.S rod
10mm—10 ton
12mm—3.50 ton
8mm—0.50 ton
17.50 Ton @ 60,000/20mm—2 ton
16mm—1.00 ton
Labour
Finishing Work
1st Clan Brick 42,000 nos @ 8,000/Picked Brick 27,000 nos @ 8,000/Cement
450 Bag @ 460/Plastering Work
Local Sand 8,500 Cft @ 30/Cement
300 Bag @ 460/Labour M/C Brick work L.S.
Tiles 7,500 Sft @ 100/Sand 1500 Sft @ 30/Cement
250 Bag @ 460/Labour L.S.
S.S. Railing 3260 Sft
Do Labour
Door (Glaged) 400 Sft L.S.
Door (Wooden) 484 Sft L.S.
Window (Grilld Glass) 2 nos L.S.
Electrification in/c light fan
L.S.
Painting (Illation) L.S.
Collapsible Gate 442 Sft @ 500/Orientation Works L.S.
Super Vision L.S.
G.l., Wire, Satleet other essential materials L.S.
Tk.
Tk.
Tk.
Tk.
11,25,000/2,25,000/4,69,200/2,80,000/-
Tk.
Tk.
Tk.
3,30,000/3,30,000/27,79,200/-
Tk.
Tk.
Tk.
Tk.
Tk.
12,50,000/1,35,000/45,000/36,400/5,75,000/-
Tk.
10,50,000/-
Tk.
5,00,000/-
Tk.
Tk.
Tk.
3,36,000/2,16,000/2,07,000/-
Tk.
2,55,000/Tk.
1,38,000/Tk.
2,22,000/Tk.
7,50,000/Tk.
45,000/Tk.
1,15,000/Tk.
1,50,000/Tk.
1,63,000/Tk.
32,600/Tk.
60,000/Tk.
2,42,000/Tk.
22,500/Tk.
2,00,000/Tk.
1,00,000/Tk.
2,21,000/Tk.
2,50,000/Tk.
1,50,000/Tk.
20,000/Total
Tk.
1,00,65,700/(One Crore Sixty Fine Thousand Seven Hundred Only)
Detail Estimate for the work “Construction of a Nut Mandir” at Chittagong
University Area for Sanatan Dharma Parishad, Chittagong.
1.
Pre Cast pile
Pile no – 80nos
Size – 8˝ Dia
Length – 15̒-0˝
a. Stone Chips – Pile 425 cft
Do Pile Cap 468 Cft
893 cft
say 1000 cft@ 250/- cft
b. M.S Rod
6mm—3000 kg
12mm—600 kg
10mm—1300 kg
c. Cement 225 Bag @ 460/- p/cft
d. Sylhet Sand 600 cft @ 90/- p/cft
e. Labour Piling Tk. 24,000/Pile Cap
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Tk.
Say 5 Ton @ 60,000/-
Structure and Finishing
a. Stone Chips 2500 cft
b. Sylhet Sand 1500 cft
c. Cement 570 bag
10˝ Brick Work
1st Clam Brick 13,000 nos @ 8,000/C.C. Picked Brick 13,500 nos -DoBrick Flal Saling -Do- 14,450 nos -DoPlaster Work
Local Sand (320 + 2180) = 2500 Cft @ 30/- p/Cft
Cement (390 + 52) = 442 Bag @ 460/- p/cft
M.S Rod
16mm—2400 kg
10mm—4500 kg
8.5 Ton @ 60,000/8mm—1600 kg
S.S. Railing 672 Sft @ 500/- p/sft
Construction Labour L.S.
Orientation Works L.S.
Electrification in/c light fan
L.S.
Painting L.S.
Tiles Work L.S.
Total
2,50,000/Tk.
3,00,000/-
Tk.
Tk.
1,03,500/54,000/-
Tk.
Tk.
28,080/7,59,580/-
Tk.
Tk.
Tk.
6,25,000/1,35,000/2,62,200/-
Tk.
Tk.
1,04,000/1,08,000/Tk.
1,15,600/-
Tk.
Tk.
75,000/2,03,320/-
Tk.
5,10,000/-
Tk.
Tk.
Tk.
Tk.
Tk.
3,36,000/3,50,000/1,00,000/85,000/70,000/Tk.
2,70,000/41,08,700/-
Tk.
Detail Estimate for the work Five Storied Academic building for Sanatan Dharma
Parishad at Chittagong University Area, Chittagong.
Ground Floor
A.
Cast in Sit pile
Pile Length – 25̒0˝
No of Pile – 72 nos
Dia of Pile – 18˝ Dia
Stone Chips 5600 cft @ 250/- p/cft
Sylhet Sand 3000 cft @ 90/- p/cft
Cement 1300 Bag @ 460/- p/cft
Labour (3,60,000/- + 1,20,000/-)
L.S.
M.S. Rod
1371 Kg @ 60,000/- p/Kg
20mm –
10mm –
B.
C.
Tk.
Tk.
Tk.
Tk.
Tk.
14,00,000/2,70,000/5,98,000/4,80,000/7,84,260/-
Tk.
35,32,260/-
Tk.
Tk.
Tk.
Tk.
4,50,000/90,000/30,000/5,70,000/-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
88,000/80,000/5,52,000/90,000/3,78,760/1,40,000/-
Tk.
Tk.
1,20,000/1,68,000/Tk.
Tk.
Tk.
1,98,000/2,50,000/Tk.
Tk.
Tk.
1,76,000/72,53,020/-
Tk.
1,72,67,360/-
Structure
RCC. Works.
Brick Chips 3000 cft @ 150/- p/cft
Sylhet Sand 1000 cft @ 90/- p/cft
Local Sand 1000 cft @ 30/- p/cft
M.S. Rod
4500 Kg @ 60,000/- p/Kg
Brick Work in/c Plaster
1st Clam Brick 11,000 nos @ 8,000/Picked Brick 10,000 nos @ 8,000/Cement
1200 Bag @ 460/Sand (Plastr/ B.Work) 3000 Cft @ 30/Total Raj Labour L.S.
Painting L.S.
D. Door & Windows
Wooden Door 6nos @20,000/- each
Windows (Grill & Shutter) 14nos @12,000/- each
E. Sanitation & Water Supply L.S.
1,90,000/F. S.S. Railing 396 Sft L.S.
G. Septic Tank & Sewage line L.S.
H. S. Tubewell in/co/h tank L.S.
2,50,000/I. Electrification L.S.
Total Ground Floor
1st Floor
Tk.
32,20,760/2nd Floor
Tk.
32,20,760/rd
3 Floor
Tk.
32,20,760/4th Floor
Tk.
32,20,760/Building Cost Total
Essential Works To be Done
Internal Road
1. Earth Work for base
of the brick parement cutting/ pilling etc. L.S.
in/ c land develipment
2. Brick Flat Soling 2000 sft L.S.
3. Brick on End Dging 450 sft L.S.
4. H.B.B. Soling L.S.
5. Bitumarus Carpetting in/ c Top Finishing 2000 sft L.S.
6. Gardening 580 sft L.S.
Internal Drainage System
10″ Drain in/c Slab cover 360′ sft
20″ Drain in/c Slab cover 90′ sft
Boundary Wall 6′ Hight 582 sft
in/.c 6′-0′ etc RCC Piller & Barbed
Earth/ Sand Filling
Gate 2 nos
Excavation of a Pond (Padma Pukur)
2nos Ghatla
Total
Tk.
2,54,375/-
Tk.
Tk.
Tk.
Tk.
Tk.
1,54,000/13,240/1,90,000/15,60,000/1,00,000/-
Tk.
Tk.
4,50,000/1,80,000/-
Tk.
Tk.
Tk.
Tk.
Tk.
Tk.
18,35,000/19,50,000/3,10,000/2,00,000/2,30,000/73,72,240/-

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