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Breakup

02.9 Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate point of disposal and cutting the same including stacking and spreading properly on a suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a safe distance etc. complete and accepted by Engineer-in-charge subject to submit method statement to the engineer in charge for carrying out the works including ultimate disposal of the sludge under this item for approval. However, engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under the contract.

Considering 1000 cft

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Sand (F.M. 0.8) Fine sand (F.M. 0.8) 100 cft 1670 per % cft 16.7 1670
2 Ordinary labour Labour for mixing sand and cutting loose sludge in/c spreading and stacking 12 nos 550 per day 550 6600
3 Ordinary labour Labour cutting dried sludge in/c loading, unloading and 7 nos 550 per day 550 3850
4 Carrying charge of earth by 5-ton capacity truck in Dhaka city Hire charge of truck 5 trip 2000 per trip 2000 10000
5 Ordinary labour Tools and plant, sundries, incidental etc. 1 LS 550 per day 2979.17 2979.17
Sub-Total 25099.17
Contractor's Profit 10% 0.1 2509.92
Contractor's Overhead Expenses 3.5% 0.035 878.47
Total 28487.56
Add VAT with adjustment factor. 1.08108 7.5% 0.075 2309.8
Grand Total 30797.36
Rate per sft 30.8
Rate per per cum 1087.7
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