Login

Breakup

09.32.1 Driving steel sheet piles (up to 6.0m depth) of various sections and weights in any type of soil by mechanical device (Crawler Crane having 50 to 55 Ton capacity and Vibratory Hammer etc.) including handling and placing in position, supply of all materials and equipments related with driving of sheet piles, correcting leaning beyond tolerance and other defects etc. all complete as per direction of Engineer in charge (measurement will be taken on projected width x height).

Considering driving of 18 Nos. (6.0m long, 400 mm wide) sheet pile in a day

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Crane Operator, at hydraulic pile driver Cost of labour (i) Crane operator 1 no 850 per day 850 850
2 Asst. Crane Operator, at hydraulic pile driver (ii) Assistant Crane operator 1 no 650 per day 650 650
3 Skilled labour (iii) Lifting Supervisor (Skilled Labour) 1 no 600 per day 600 600
4 Skilled labour (iv) Regor (sheet pile alignment fixer) (Skilled Labour) 1 no 600 per day 600 600
5 Ordinary labour (v) Ordinary labour 3 no 550 per day 550 1650
6 Hire charge of Crane (crawler) (50 to 55 Ton) in/c cost of fuel and lubricant etc for driving / lifting sheet pile Cost of equipment (i) Hire charge of Crawler Crane (50 to 55 Ton) 1 no 19692 per day 19692 19692
7 Hire charge of vibratory hammer for driving sheet pile Cost of equipment (ii) Vibratory Hammer etc. in/c cost of fuel and lubricant etc. 1 no 15000 per day 15000 15000
Sub-Total 39042
Contractor's Profit 10% 0.1 3904.2
Contractor's Overhead Expenses 3.5% 0.035 1366.47
Total 44312.67
Add VAT with adjustment factor. 1.08108 7.5% 0.075 3592.92
Grand Total 47905.59
Rate per sqm 1108.94
Rate per per sqm 1108.94
Help