| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
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)
|
630.00 |
M2 |
250.00 |
157,500.00 |
| 02 |
Dismantling of existing R.C.C slab for finding the existing columns rebar for extension of proposed R.C.C column with making 150 upstand arround the column, so that water cannot leak underneath the 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)
|
35.00 |
NO |
1080.00 |
37,800.00 |
| 03 |
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) |
21.50 |
TON |
48500.00 |
1,042,750.00 |
| 04A |
Cost of labour for lapping between existing column bar and proposed column bar including continuous welding , supply of all materials such as electrodes, all complete as per approved drawing and direction of the EIC.
Type - A (Corner column)
|
4.00 |
NO |
825.00 |
3,300.00 |
| 04B |
Type-B (Interior and exterior edge column) |
31.00 |
NO |
845.00 |
26,195.00 |
| 05A |
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 |
11.00 |
M3 |
8105.00 |
89,155.00 |
| 05B |
Roof Slab |
75.00 |
M3 |
8000.00 |
600,000.00 |
| 05B1 |
|
0.00 |
CUM |
300.00 |
0.00 |
| 05C |
Floor Beam and Lintel |
32.00 |
M3 |
8500.00 |
272,000.00 |
| 05D |
Parapet/Drop wall |
13.00 |
M3 |
9000.00 |
117,000.00 |
| 06 |
Supply of Water proofing Admixture Plastocrete plus |
0.00 |
KG |
210.00 |
0.00 |
| 07 |
|
0.00 |
LS |
40000.00 |
0.00 |
|
|
|
|
Total: |
2,345,700.00 |
