| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01A |
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.
|
220.00 |
M3 |
75.00 |
16,500.00 |
| 01B |
Earth cutting above 1.00 m with excavator |
1500.00 |
M3 |
155.00 |
232,500.00 |
| 02 |
Labour for breaking the head of cast-in-situ bored pile/ pre-cast pile upto required length by any means and removing the dismantled materials such as concrete to a safe distance including scrapping and removing concrete from steel/ MS rods, preparation and making platform where necessary, bending of rod for anchorage in pile cap, carrying all sorts of handling, stacking the same properly after clearing,levelling and dressing the site etc.
complete as per drawing, specification and direction of the Engineer. Measurement will be given by the actual pile head volume to be broken.
|
17.00 |
M3 |
1500.00 |
25,500.00 |
| 03 |
(1:3:6) Mass concrete in foundation or floor or where necessary as per drawing with cement, sand (F.M. 1.2) and stone chips including breaking chips, screening, mixing, laying, compacting to levels and curing for at least 7 days etc. all complete as per drawing, specification and direction of the Engineer.
|
1.00 |
M3 |
4190.00 |
4,190.00 |
| 04 |
50mm thick cement concrete damp proof course (1:1.5:3) in cement concrete with cement, sand (F.M. 1.2), stone chips including breaking chips, screening, mixing, casting, curing and inished etc. ail complete as per drawing, specification and direction of the Engineer.
|
65.00 |
M2 |
380.00 |
24,700.00 |
| 05 |
25 mm thick Hardonite floor finish with special chemicals as per manufacturer specification. (optional to be decided later on)
|
2200.00 |
M2 |
0.00 |
0.00 |
| 05A |
Hardonite Floor Finish (Excluding cost of Materials) |
0.00 |
M2 |
50.00 |
0.00 |
| 06A |
Reinforced cement concrete works (1:1.5:3) to give a minimum Cylinder strength of 25 MPa concrete from a machine mixed typical batch with fresh cement (conforming to BDS 232), best quality coarse Sylhet sand (minimum P.M.2.5) and 20 mm down graded crushed stonechips including cost of breaking chips,screening through proper services, cleaning and washing thoroughly, centering, shuttering with M.S. sheet and steel form, placing of reinforcement cage in position, mixing the aggregates with mixture machine, casting in steel forms, compacting b
y mechanical vibrators and tapered rods and curing for 28 days etc. all complete as per drawing, specification and direction of the EIC (Excluding the cost of reinforcements and its fabrication). Built up column and short column |
93.00 |
M3 |
7000.00 |
651,000.00 |
| 06B |
Grade Beam/ Tie Beam
|
157.00 |
M3 |
6800.00 |
1,067,600.00 |
| 06C |
ground floor slab
|
380.00 |
M3 |
7000.00 |
2,660,000.00 |
| 06D |
Plinth Protection/ Fin with NCF |
10.00 |
M3 |
6200.00 |
62,000.00 |
| 07 |
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) |
105.00 |
TON |
34740.00 |
3,647,700.00 |
| 08 |
125 mm thick ordinary brick work (1:4) including supplying and carrying of bricks, sorting and soaking of bricks (Min 24 hours), curing (Minimum 10 days). Bricks to be soaked for 24 hours in two stages of 12 hours. Fresh water to be used for each stage of soaking. All complete as per drawing and direction of the Engineer-In-Charge. |
10.00 |
M2 |
385.00 |
3,850.00 |
| 09 |
250 mm thick ordinary brick work (1:5) including supplying of bricks, sorting and soaking of bricks (minimum 24 hours), curing for min 10 days. Bricks to be soaked for 24 hours in two stages of 12 hours. Fresh water to be used for each stage of soaking. All complete as per direction of the EIC.
|
30.00 |
M3 |
2650.00 |
79,500.00 |
| 10 |
Minimum 12mm thick cement plaster (1:4) to wall only inner surface, finishing the corner and
edges including bituminious painting, washing of sand, cleaning the surface, scaffolding and
curing at least for 7 days etc. all complete as per drawing, specification and direction of the
Engineer.
|
170.00 |
M2 |
95.00 |
16,150.00 |
| 11 |
Minimum 12mm thick cement plaster (1 :6) to wall only outer surface, finishing the corner and
edges including washing of sand, cleaning the surface, scaffolding and curing at least for 7
days etc. all complete as per drawing, specifications and direction of the Engineer
|
150.00 |
M2 |
85.00 |
12,750.00 |
| 12A |
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.
|
2700.00 |
M3 |
390.00 |
1,053,000.00 |
| 12B |
Back filling (excluding sand Supply) |
20000.00 |
M3 |
38.00 |
760,000.00 |
| 13A |
|
1.00 |
LS |
383565.00 |
383,565.00 |
|
|
|
|
Total: |
10,700,505.00 |
