| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
Earth work in excavation of foundation trenches of any dimension upto required depth including removal of soil to a required distance within the site with necessary shoring and bailing out of water, if necessary as per drawing and instruction of the EIC.
|
110.00 |
M3 |
82.00 |
9,020.00 |
| 02 |
Supplying and laying of filling sand having minimum F.M. 0.80 over the compacted earth surface in 150mm layers including leveling watering consolidating each layer upto finished level as per Direction of the EIC.
|
350.00 |
M3 |
380.00 |
133,000.00 |
| 03A |
Single layer (3") 1st class ordinary brick flat soling in floor and other places where necessary including sorting and soaking of bricks, Levelling, laying & filling the intertstices with sand as per direction of EIC. |
800.00 |
M2 |
132.00 |
105,600.00 |
| 03B |
Single layer ordinary brick flat soling in foundation and floor , where necessary with 1st class ordinary bricks including suppling of sand , sorting and soaking of bricks (min 8 hours), levelling, laying and filling the interstices with fine sand as per drawing and direction of EIC.
Including brick supply . |
170.00 |
M2 |
140.00 |
23,800.00 |
| 04 |
|
170.00 |
M2 |
290.00 |
49,300.00 |
| 05 |
|
150.00 |
RM |
48.00 |
7,200.00 |
| 06 |
Supplying and laying of double layer polythene sheet weighing one kilogram per 6.5 square metre in footing below brick flat soling and other places where necessary. All complete as per direction of the EIC. |
750.00 |
M2 |
26.00 |
19,500.00 |
| 07 |
75 mm thick cement concrete (1:2:4) in foundation, floor or where necessary
using water proofing admixture pudlo or approved equivalent @ 1 kg per bag of cement including supply of Holcim cement, best quality coarse sand and 20mm down graded stone chips in /c breaking chips, screening , mixing , laying , compacting , washing of sand and curing at |
52.00 |
M3 |
3300.00 |
171,600.00 |
| 08 |
|
28.00 |
M3 |
4200.00 |
117,600.00 |
| 09 |
Re-bar (G40) |
2.00 |
MT |
29600.00 |
59,200.00 |
| 10 |
|
180.00 |
RM |
550.00 |
99,000.00 |
| 11 |
|
1.80 |
TON |
45000.00 |
81,000.00 |
| 12 |
|
200.00 |
NO. |
25.00 |
5,000.00 |
| 13 |
|
4.75 |
TON |
41000.00 |
194,750.00 |
| 14 |
|
450.00 |
M2 |
380.00 |
171,000.00 |
| 15 |
|
730.00 |
M2 |
390.00 |
284,700.00 |
| 16 |
|
12.00 |
M2 |
1750.00 |
21,000.00 |
| 17 |
|
20.00 |
M2 |
1520.00 |
30,400.00 |
| 18A |
|
0.00 |
M2 |
25.00 |
0.00 |
| 18B |
|
0.00 |
M2 |
1700.00 |
0.00 |
| 18C |
|
0.00 |
M2 |
245.00 |
0.00 |
| 18D |
|
0.00 |
M2 |
390.00 |
0.00 |
| 18E |
|
0.00 |
M2 |
280.00 |
0.00 |
|
|
|
|
Total: |
1,582,670.00 |
