| 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.
|
35.00 |
M3 |
70.00 |
2,450.00 |
| 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.
|
120.00 |
M3 |
380.00 |
45,600.00 |
| 03 |
|
36.00 |
M3 |
350.00 |
12,600.00 |
| 04A |
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. |
36.00 |
M2 |
133.00 |
4,788.00 |
| 04B |
|
135.00 |
M2 |
200.00 |
27,000.00 |
| 04C |
|
10.00 |
M2 |
266.00 |
2,660.00 |
| 05 |
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. |
160.00 |
M2 |
12.00 |
1,920.00 |
| 06 |
250 mm or more thick ordinary brick work (1:5) including supplying of coarse sand, bricks, sorting and soaking of bricks (minimum 24 hours with fresh water), curing for min 10 days all complete as per direction of the EIC . |
5.00 |
M3 |
2350.00 |
11,750.00 |
| 08 |
125 mm thick ordinary brick work (1:4) including supplying and carrying coarse sand, 1st class bricks, sorting and soaking of bricks (Min 24 hours with fresh water), curing (Minimum 10 days) all complete as per drawing and direction of the Engineer-In-Charge. |
300.00 |
M2 |
325.00 |
97,500.00 |
| 09 |
|
135.00 |
M2 |
175.00 |
23,625.00 |
| 10 |
Minimum 12mm thick cement plaster (1:6) 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. All complete as per direction of the EIC. |
730.00 |
M2 |
80.00 |
58,400.00 |
| 11A |
|
18.00 |
M3 |
4000.00 |
72,000.00 |
| 11B |
RCC Drain |
3.00 |
M3 |
8000.00 |
24,000.00 |
| 12 |
|
152.00 |
M2 |
250.00 |
38,000.00 |
| 14 |
Plastic painting of best quality & approved colour to wall and other places when necessary two coats over a coat of primer including cleaning, sand papering the surface all complete as per direction of the EIC. |
480.00 |
M2 |
80.00 |
38,400.00 |
| 15 |
Weather coat painting of best quality & approved colour to outside walls and other places where necessary over a coat of primer after cleaning, sand papering the surface as per manufacturer,s specification all complete as per direction of the EIC. |
170.00 |
M2 |
90.00 |
15,300.00 |
| 16 |
|
50.00 |
M2 |
30.00 |
1,500.00 |
| 17 |
|
130.00 |
M2 |
225.00 |
29,250.00 |
| 18 |
|
10.00 |
NO. |
5630.00 |
56,300.00 |
| 19A |
Supplying , making , fitting and fixing of Thai plastic door including mortice lock, door handle in all toilet all complete as per approved sample and direction of the EIC. |
2.00 |
NO |
3950.00 |
7,900.00 |
| 19B |
|
1.00 |
NO. |
4600.00 |
4,600.00 |
| 20 |
Supplying , making , fitting and fixing of M.S door including mortice lock, door handle, painting all complete as per approved sample and direction of the EIC. |
2.50 |
M2 |
3200.00 |
8,000.00 |
| 21A |
|
2.00 |
NO. |
1460.00 |
2,920.00 |
| 22B |
R.C.Cpipe line under road and parking area (as road crossing)
225 mm dia |
10.00 |
RM |
400.00 |
4,000.00 |
| 23 |
|
30.00 |
RM |
185.00 |
5,550.00 |
| 24A |
|
10.00 |
RM |
160.00 |
1,600.00 |
| 24B |
|
15.00 |
RM |
120.00 |
1,800.00 |
| 24C |
|
20.00 |
RM |
200.00 |
4,000.00 |
| 24D |
|
0.00 |
RM |
95.00 |
0.00 |
| 24E |
|
0.00 |
RM |
275.00 |
0.00 |
| 24F |
|
0.00 |
M2 |
5900.00 |
0.00 |
| 24G |
|
0.00 |
M2 |
110.00 |
0.00 |
| 24H |
|
0.00 |
RM |
48.00 |
0.00 |
| 25 |
|
4.00 |
NO |
350.00 |
1,400.00 |
| 26 |
|
2.00 |
NO |
375.00 |
750.00 |
| 27 |
|
2.00 |
NO |
360.00 |
720.00 |
| 28 |
|
2.00 |
NO. |
620.00 |
1,240.00 |
| 29 |
|
2.00 |
NO |
1200.00 |
2,400.00 |
| 30 |
|
1.00 |
NO |
4500.00 |
4,500.00 |
| 31 |
|
1.00 |
NO |
3300.00 |
3,300.00 |
| 32 |
|
3.00 |
NO. |
470.00 |
1,410.00 |
| 33 |
|
2.00 |
NO. |
330.00 |
660.00 |
| 34 |
|
1.00 |
NO |
205.00 |
205.00 |
| 35 |
|
1.00 |
NO |
315.00 |
315.00 |
| 36 |
|
4.00 |
NO |
100.00 |
400.00 |
| 37 |
Suipply, Fitting and Fixing of SS Sink |
1.00 |
NO. |
4500.00 |
4,500.00 |
| 38A |
Construction of following sizes inspection pit with 150 mm thick R.C.C (1:2:4) wall , floor and top slab using 20 mm down graded stone chips including earth cutting , back filling , heavy duty grating at top slab , patent stone with neat cement finish (1:2:4) soling , polythene sheet laying on top of soling , shoring and watering if necessary etc . all complete as per drawing and direction of the EIC .
"A" Type (In-In 500 x 500) |
8.00 |
NO |
3500.00 |
28,000.00 |
| 39A |
|
1.30 |
TON |
40000.00 |
52,000.00 |
| 39B |
|
0.16 |
MT |
36000.00 |
5,760.00 |
| 40 |
MS Angle Purlin including Fabrication. |
2.00 |
TON |
38000.00 |
76,000.00 |
| 41 |
|
20.00 |
M2 |
1600.00 |
32,000.00 |
| 43 |
Re-bar (G40) |
2.50 |
MT |
29000.00 |
72,500.00 |
| 44 |
|
1.00 |
LS |
-100000.00 |
-100,000.00 |
|
|
|
|
Total: |
791,473.00 |
