Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
01 |
|
3.00 |
NO |
2000.00 |
6,000.00 |
02 |
|
3.00 |
M3 |
800.00 |
2,400.00 |
03 |
|
1.00 |
M3 |
1500.00 |
1,500.00 |
03A |
Dismantling of existing lime terracing very carefully ensuring no breakage of R.C.C slab and taking adequate preparations so that work inside the Q.C lab can run smoothly. Dismantling to be done with appropriate covering and protection of existing R.C.C slab . Removal of rubbish to assigned dump , cleanup of the work area , as per instruction of EIC.
(Working Time : 5:00 PM to 5:00 AM)
|
0.00 |
M2 |
150.00 |
0.00 |
03B |
|
0.00 |
NO. |
75.00 |
0.00 |
04 |
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. |
60.00 |
M2 |
100.00 |
6,000.00 |
05 |
Reinforced cement concrete work(1:1.5:3) in all R.c.c works having minimum crushing strength 25 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 2.5 ) including washing, breaking of chips, screening of sand, mixing, laying, compacting, maintaining levels, curing for minimum 28 days etc. all complete as per direction of the EIC.
Column |
3.50 |
M3 |
7000.00 |
24,500.00 |
06 |
Supplying and fabrication of deformed bar of Grade 60 with minimum Fy=415 Mpa of different sizes and length in all R.C.C works including straightening, cutting, bending, binding, making of chairs and placing of spacers with supply of G.I wire(22 BWG) and welding, placing in positing where specific, hooking, cranking. lapping etc. all complete as per drawing, specification and direction of the Engineer M.S. Road (fy=415 Mpa) |
0.70 |
TON |
37000.00 |
25,900.00 |
07 |
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. |
60.00 |
M2 |
110.00 |
6,600.00 |
08 |
|
1.00 |
NO |
3000.00 |
3,000.00 |
|
|
|
|
Total: |
75,900.00 |