09.1.4 1. | 550 mm dia Considering executing 550 mm /22 inch dia & 20 meter long 0.8 No pile in a day. Hire charge of rig set in/c fuel, lubricant, bentonite, mobilization, demobilization, maintenance |
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| and insurance coverage etc. 1 day @ Tk. | 6,000.00 per day | = | Tk. | 6,000.00 |
2 | Foreman/supervisor 1 no @ Tk. | 800.00 per day | = | Tk. | 800.00 |
3 | Skilled labour 3 nos @ Tk. | 390.00 per day | = | Tk. | 1,170.00 |
4 | Ordinary labour 6 nos @ Tk. | 320.00 per day | = | Tk. | 1,920.00 |
5 | Bentonite 30 kg/m3 @ Tk. | 20.00 per kg | = | Tk. | 2,850.00 |
5 | power ,water, clean & sundry | LS | = | Tk. | 250.00 |
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| Sub - Total | = | Tk. | 12,990.00 |
| Profit 10.00% | = | Tk. | 1,299.00 | |
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| Overhead 3.50% | = | Tk. | 454.65 |
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| Total | = | Tk. | 14,743.65 |
| Add VAT with adjustment factor 1.06383 | 6.00% | = | Tk. | 941.08 |
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| Grand Total | = | Tk. | 15,684.73 |
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| Rate per meter | = | Tk. | 980.30 |
| Say, Tk. | 980 .00 per meter |
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09.1.5 | 600 mm dia |
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| Considering executing 6000 mm /24 inch dia & 20 meter long 0.7 No pile in a day. |
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1. | Hire charge of rig set in/c fuel, lubricant, bentonite, mobilization, demobilization, maintenance |
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| and insurance coverage etc. 1 day @ Tk. | 6,000.00 per day | = | Tk. | 6,000.00 |
2 | Foreman/supervisor 1 no @ Tk. | 800.00 per day | = | Tk. | 800.00 |
3 | Skilled labour 3 nos @ Tk. | 390.00 per day | = | Tk. | 1,170.00 |
4 | Ordinary labour 6 nos @ Tk. | 320.00 per day | = | Tk. | 1,920.00 |
5 | Bentonite 30 kg/m3 @ Tk. | 20.00 per kg | = | Tk. | 3,390.00 |
6 | power ,water, clean & sundry | LS | = | Tk. | 250.00 |
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| Sub - Total | = | Tk. | 13,530.00 |
| Profit 10.00% | = | Tk. | 1,353.00 | |
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| Overhead 3.50% | = | Tk. | 473.55 |
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| Total | = | Tk. | 15,356.55 |
| Add VAT with adjustment factor 1.06383 | 6.00% | = | Tk. | 980.21 |
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| Grand Total | = | Tk. | 16,336.76 |
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| Rate per meter | = | Tk. | 1,166.91 |
| Say, Tk. | 1,167 .00 per meter |
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Item No. | - 09.2 |
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Auger drilling /Rotary boring including equipment and labour for cast-in-situ piling |
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09.2.1 | 600 mm dia |
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| Considering executing 600 mm /24 inch dia & 30 meter long 3.0 No pile in a day. |
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1) | Man-Power |
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Field Engineer 1 no @ Tk. | 1,800.00 per day | = | Tk. | 1,800.00 | |
Skilled technician 1 no @ Tk. | 1,000.00 per day | = | Tk. | 1,000.00 | |
Foreman/supervisor 1 no @ Tk. | 800.00 per day | = | Tk. | 800.00 | |
Pile rig operator 2 nos @ Tk. | 600.00 per day | = | Tk. | 1,200.00 | |
Helper to pile rig operator 4 nos @ Tk. | 390.00 per day | = | Tk. | 1,560.00 | |
Electrician 1 no @ Tk. | 600.00 per day | = | Tk. | 600.00 | |
Skilled labour 10 nos @ Tk. | 390.00 per day | = | Tk. | 3,900.00 | |
Ordinary labour 15 nos @ Tk. | 320.00 per day | = | Tk. | 4,800.00 | |
2) | Rent in/c mobilization, demobilization, maintenance, lubricants etc. |
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Hire Charge of rig set 1 no @ Tk. | 75,000.00 per day | = | Tk. | 75,000.00 | |
Hire Charge of Crane 1 no @ Tk. | 50,000.00 per day | = | Tk. | 50,000.00 | |
Hire Charge of Air Compressor 1 no @ Tk. | 5,000.00 per day | = | Tk. | 5,000.00 | |
Hire Charge of Concreting Equipment 1 no @ Tk. | 5,000.00 per day | = | Tk. | 5,000.00 | |
Hire Charge of Generator 1 no @ Tk. | 5,000.00 per day | = | Tk. | 5,000.00 | |
h) | Hire Charge of excavator 1 no @ Tk. | 10,000.00 per day | = | Tk. | 10,000.00 |
i) | Hire Charge of desander 1 no @ Tk. | 6,000.00 per day | = | Tk. | 6,000.00 |