| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
|
1.00 |
L.S |
20000.00 |
20,000.00 |
| 02 |
Supplying and laying of filling earth over the compacted earth surface in 150 mm layers including, mixing, sloping, levelling, watering, consolidating each layer upto finished level as per direction of the EIC. (Measurement loose volume in truck) |
5000.00 |
M3 |
305.00 |
1,525,000.00 |
| 03 |
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.
|
1800.00 |
M3 |
450.00 |
810,000.00 |
| 04A |
Pre-cast driven (250 mm x 250 mm) pile with reinforced cement concrete (1:1.5:3) having minimum cylinder crushing of 25 Mpa at 28 days 50% Sylhet sand (Minimum F.M 2.50)and 50% Local Sand (Minimum F.M =1.5) and best quality 20 mm down graded crushed stone chips including cost of breaking chips , screening through proper services cleaning and washing throughly , centering and shuttering with M.S sheet and steel form , placing of reinforcement cage in position , mixing the aggregates with mixer machine , casting in steel forms , compacting
by mechanical vibrators and tapered rods and curing for 28 days etc. driving the pile upto the design depth as per standard practice or specified method providing all equipments labour, materials including as built drawing and pile driving reports etc . all complete as per drawing and direction of the EIC .
Pile casting
|
115.00 |
M3 |
9050.00 |
1,040,750.00 |
| 04B |
RCC (1:1.5:3) in Pile (400x400) |
19.00 |
M3 |
9050.00 |
171,950.00 |
| 04C |
Pile driving -P2,P3 (Measurement of driving equals to actual length of casting pile)
|
1000.00 |
RM |
405.00 |
405,000.00 |
| 04D |
Pile driving -P1 (Measurement of driving equals to actual length of casting pile)
|
800.00 |
RM |
850.00 |
680,000.00 |
| 04E |
Cost of pile driving (Size 400 mm x 400 mm) |
120.00 |
RM |
850.00 |
102,000.00 |
| 05A |
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 distancenincluding scrapping and removing concretefrom steel / MS rods, prparation 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 EIC.
|
277.00 |
NOS |
125.00 |
34,625.00 |
| 05B |
Pile Head Breaking (400x400) |
15.00 |
NOS |
150.00 |
2,250.00 |
| 06A |
Cost of continuous welding between the column vertical bar (400 mm length) as per approved drawing including supplying of all materials such as welding machine , electrodes cleaning of rebar after welding all complete as per direction of the EIC . |
277.00 |
NO |
160.00 |
44,320.00 |
| 06B |
|
15.00 |
NO. |
190.00 |
2,850.00 |
| 07 |
Reinforced cement concrete work(1:2.4) in Grade Beam having minimum crushing strength 20 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 1.8 ) 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 Engineering -in-charge .
|
20.00 |
M3 |
8000.00 |
160,000.00 |
| 08 |
Reinforced cement concrete work(1:2.4) in Grade Beam having minimum crushing strength 20 Mpa (cylinder) at 28 days with Holcim Cement, 20mm down graded stone chips, sand (F.M.not less than 1.8 ) 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 Engineering -in-charge .
|
90.00 |
M3 |
7000.00 |
630,000.00 |
| 09A |
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) |
30.00 |
TON |
52500.00 |
1,575,000.00 |
| 09B |
Supplying and fabrication of deformed bar (from approved supplier only) of grade 60 with minimum Fy=415 Mpa of different sizes and length in all R.C.C works including straighting, 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 & direction of the EIC. |
5.00 |
TON |
52500.00 |
262,500.00 |
|
|
|
|
Total: |
7,466,245.00 |
