| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
|
50.00 |
M2 |
40.00 |
2,000.00 |
| 02 |
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.
|
50.00 |
M3 |
86.00 |
4,300.00 |
| 03 |
Sand filling with Roller I/c.compaction (Excluding sand supply). |
25.00 |
M3 |
85.00 |
2,125.00 |
| 04 |
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.
|
25.00 |
M3 |
400.00 |
10,000.00 |
| 05 |
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 . |
10.00 |
M2 |
160.00 |
1,600.00 |
| 06 |
Supplying and laying of single layer polythene sheet weighing one Kilogram per 6.5 square metre (min. 0.05 mm thick) in floor and foundation above the brick flat soling all complete as per direction of Engineer-in-charge. |
720.00 |
M2 |
16.00 |
11,520.00 |
| 07 |
Supplying, fitting fixing pre-cast C.C (1:1.5:3) Block (450x450x50) from
finish C.C. block (In using expanded wire metal sheet of block) including all complete as per drawing and the direction of EIC.
|
650.00 |
M2 |
500.00 |
325,000.00 |
| 08A |
Minimum 40 mm thick patent stone (1:2:4) including neat cement finishing over the drain bottom slab where necessary including supplying of all materials etc. all complete as per direction of Engineer-In- Charge. |
70.00 |
M2 |
230.00 |
16,100.00 |
| 08B |
|
5.00 |
M2 |
310.00 |
1,550.00 |
| 09 |
|
17.00 |
M3 |
7750.00 |
131,750.00 |
| 10 |
|
3.00 |
NO |
4100.00 |
12,300.00 |
| 11 |
|
20.00 |
RM |
356.00 |
7,120.00 |
| 12 |
|
10.00 |
NO |
1500.00 |
15,000.00 |
| 13 |
|
10.00 |
NO |
2680.00 |
26,800.00 |
| 14 |
|
6.00 |
NO |
40000.00 |
240,000.00 |
| 15A |
Minimum 12 mm thick cement plaster (1:4) to wall maintaining sharp angle at corners, joints, kobla etc. with steel trowel finish including supplying of all materials, sand screening, curing for minimum 10 days. |
0.00 |
M2 |
80.00 |
0.00 |
| 15B |
Plaster With NCF |
0.00 |
M2 |
100.00 |
0.00 |
| 15C |
25mm GI Pipe Opening |
0.00 |
RM |
22.00 |
0.00 |
| 15D |
25mm GI Pipe fitting-Labour Chage |
0.00 |
RM |
20.00 |
0.00 |
| 15E |
|
0.00 |
M2 |
1200.00 |
0.00 |
| 15F |
|
0.00 |
RM |
750.00 |
0.00 |
| 15G |
Dismatle Precast Slab and Refitti |
0.00 |
M2 |
250.00 |
0.00 |
| 15H |
125mm Brick Work ex Brick |
0.00 |
M2 |
150.00 |
0.00 |
| 15I |
|
0.00 |
RM |
1050.00 |
0.00 |
| 15J |
|
0.00 |
M2 |
4500.00 |
0.00 |
| 15K |
|
0.00 |
NOS. |
150.00 |
0.00 |
| 15L |
|
0.00 |
NOS. |
2500.00 |
0.00 |
| 15M |
|
0.00 |
NO. |
7500.00 |
0.00 |
| 15N |
|
0.00 |
NO. |
1000.00 |
0.00 |
|
|
|
|
Total: |
807,165.00 |
