| Item |
Description |
Quantity |
Unit |
Rate(Tk) |
Amount(Tk) |
| 01 |
Mobilization to site (Tongi-Gazipur) of all machinary equipment and materials including establishment of pile casting yard, storage area and temporary on site office and accommodation facilities. |
1.00 |
LOT |
23827.00 |
23,827.00 |
| 02 |
De-mobilization from site (Tongi-Gazipur) of all machinary equipment and materials including all established facilities, clean up of all debris and scraps and re-intatement of site to condition prior to Mobilization. |
1.00 |
LOT |
60905.00 |
60,905.00 |
| 03A |
Pre-cast driven (400mmx400mm) pile with reinforced cement concrete (Mix ratio 1:1.5:3) having a minimum cylinder crushing of 25 MPa at 28 days. Sylhet sand (minimum F.M 2.50) 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 water tight shuttering with M.S sheet and steel form, placing of reinforcement cage in position, mixing the aggreegates with mixer machine, casting in steel forms, compacting by mechanical vibrators and
tapered rods and curing for 28 days etc. driving the pile (with diesel hammer rig) upto the desgin depth as per standard practice or specified method, providing all equipments labour, materials including setout through survey, as built drawings and pile driving reports etc. all complete as per drawing & direction of the EIC.
a) Cost of cement concrete (Size 400 mm x 400 mm)
|
1700.00 |
RM |
1250.00 |
2,125,000.00 |
| 03B |
Cost of pile driving (Size 400 mm x 400 mm) |
1700.00 |
RM |
995.00 |
1,691,500.00 |
| 04 |
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. |
56.00 |
TON |
34740.00 |
1,945,440.00 |
| 05A |
Provisional Sum-Conducting static load test for the precast pile providing required scaffolding bracing, jacks, pressure test gauge, kentledge and other plants and equipment as per standard practice and procedures submission of load test report and charts as per standard practice & direction of the EIC.
a) For 240 tonne load |
1.00 |
TEST |
100000.00 |
100,000.00 |
| 05B |
b) For 220 tonne load |
1.00 |
TEST |
80000.00 |
80,000.00 |
| 05C |
c) For 160 tonne load |
1.00 |
TEST |
68576.00 |
68,576.00 |
|
|
|
|
Total: |
6,095,248.00 |
