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| Rate per m | = | Tk. | 488.77 |
Say, | Tk. | 489 | .00 per meter |
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Item No.- 26.45 |
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26.45.1 | 150 mm dia uPVC pipe for underground laying |
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| Considering 20 ft. long one pipe |
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150 mm uPVC pipe: | 20 | ft. | @ | Tk. | 167.00 | per ft | = | Tk. | 3,340.00 | |
Jointing materials |
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(i) | Solvent cement | 50 | ml | @ | Tk. | 0.70 | per ml | = | Tk. | 35.00 |
Excavation | 62.5 | cft | @ | Tk. | 2,958.33 | per % 0 cft | = | Tk. | 184.90 | |
Bedding by sand (F.M. 0.8) | 38.8 | cft | @ | Tk. | 1,400.00 | per cft | = | Tk. | 543.20 | |
Labour: |
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Plumber | 0.25 | no | @ | Tk. | 600.00 | each | = | Tk. | 150.00 | |
Skilled labour | 0.5 | no | @ | Tk. | 390.00 | each | = | Tk. | 195.00 | |
Ordinary labour | 0.5 | no | @ | Tk. | 320.00 | each | = | Tk. | 160.00 | |
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| Sub - Total | = | Tk. | 4,608.10 |
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| Profit | 10.00% | = | Tk. | 460.81 |
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| Overhead | 3.50% | = | Tk. | 161.28 |
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| Total | = | Tk. | 5,230.19 |
| Add VAT with adjustment factor |
| 1.06383 | 6.00% | = | Tk. | 333.84 | |||
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| Grand Total | = | Tk. | 5,564.03 |
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| Rate per ft | = | Tk. | 278.20 |
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| Rate Per m | = | Tk. | 912.77 |
26.45.2 | 200 mm dia uPVC for underground laying |
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| Say, | Tk. | 913 | .00 per meter |
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| Considering 20 ft. long one pipe |
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200 mm uPVC pipe: | 20 | ft. | @ | Tk. | 257.00 | per ft | = | Tk. | 5,140.00 | |
Jointing materials |
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(i) | Solvent cement | 50 | ml | @ | Tk. | 0.70 | per ml | = | Tk. | 35.00 |
Excavation | 87.5 | cft | @ | Tk. | 2,958.33 | per % 0 cft | = | Tk. | 258.85 | |
Bedding by sand (F.M. 0.8) | 67.5 | cft | @ | Tk. | 1,400.00 | per cft | = | Tk. | 945.00 | |
Labour: |
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Plumber | 0.25 | no | @ | Tk. | 600.00 | each | = | Tk. | 150.00 | |
Skilled labour | 0.5 | no | @ | Tk. | 390.00 | each | = | Tk. | 195.00 | |
Ordinary labour | 0.5 | no | @ | Tk. | 320.00 | each | = | Tk. | 160.00 | |
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| Sub - Total | = | Tk. | 6,883.85 |
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| Profit | 10.00% | = | Tk. | 688.39 |
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| Overhead | 3.50% | = | Tk. | 240.93 |
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| Total | = | Tk. | 7,813.17 |
| Add VAT with adjustment factor |
| 1.06383 | 6.00% | = | Tk. | 498.71 | |||
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| Grand Total | = | Tk. | 8,311.88 |
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| Rate per ft | = | Tk. | 415.59 |
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| Rate Per m | = | Tk. | 1,363.55 |
26.45.3 | 250 mm dia uPVC for underground laying |
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| Say, | Tk. | 1,364 | .00 per meter |
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| Considering 20 ft. long one pipe |
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250 mm uPVC pipe: | 20 | ft. | @ | Tk. | 405.00 | per ft | = | Tk. | 8,100.00 | |
Jointing materials |
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(i) | Solvent cement | 330 | ml | @ | Tk. | 0.70 | per ml | = | Tk. | 231.00 |
Excavation | 87.5 | cft | @ | Tk. | 2,958.33 | per % 0 cft | = | Tk. | 258.85 | |
Bedding by sand (F.M. 0.8) | 52.5 | cft | @ | Tk. | 1,400.00 | per cft | = | Tk. | 735.00 | |
Labour: |
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Plumber | 0.25 | no | @ | Tk. | 600.00 | each | = | Tk. | 150.00 | |
Skilled labour | 0.5 | no | @ | Tk. | 390.00 | each | = | Tk. | 195.00 | |
Ordinary labour | 0.5 | no | @ | Tk. | 320.00 | each | = | Tk. | 160.00 | |
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| Sub - Total | = | Tk. | 9,829.85 |
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| Profit | 10.00% | = | Tk. | 982.99 |