(iii) 1.5" x 3/16" F.I . bar: @ 1'-0" c/c Stiffner: 6 x 25 x 1'-2"= 140.00 Clamps: 6 x 16 x 6"= 48.00 | rft rft |
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= 188.00 Add 5% wastage= 9.4 | rft rft | |||||
= 197.40 | rft | |||||
@ 0.956 Ibs per rft= 188.71 | Ibs @ Tk. | 24.94 | per Ib | = | Tk. | 4,706.43 |
| kg @ Tk. | 160.00 | per kg | = | Tk. | 4,000.00 |
2 x 6 x 50 x 1'-2"= 700.00 | sft @ Tk. | 75.00 | per sft | = | Tk. | 52,500.00 |
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| Total | = | Tk. | 212,438.21 |
in position as required 700.00
shutter water proof 700.00 | sft @ Tk. sft @ Tk. | Using 16 times 10.00 per sft 1.25 per sft | = = = | Tk. | 13,277.39 7,000.00 875.00 | |
| sft @ Tk. | 2.67 | per sft | = | Tk. | 1,281.60 |
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| Total | = | Tk. | 22,433.99 |
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| Cost for 100 cft of work | = | Tk. | 2,996.75 | |
D. Cost of bed preparation: |
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Area of bed: 1 x 55'-0" x 13'-0"= 715.00 | sft |
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(i) One layer brick flat soling: 715.00 (ii) 1/2" thick cement plaster with neat cement finishing 715.00 | sft @ Tk. sft @ Tk. | 0.32 21.58 | per sft | = = | Tk. Tk. | 228.80 15,429.70 |
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| Total | = | Tk. | 15,658.50 |
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| Cost for 100 cft of work | = | Tk. | 2,091.68 | |
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| Using 8 times | = | Tk. | 261.46 | |
E. Polythene as separator between pile layers during casting concrete 715.00 | sft @ Tk. | 319.44 per % sft | = | Tk. | 2,284.00 | |
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| Cost for 100 cft of work | = | Tk. | 305.10 | |
Abstract of cosr for 100 cft of work |
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| = | Tk. | 28,198.75 |
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| = | Tk. | 1,199.80 |
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| = | Tk. | 2,996.75 |
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| = | Tk. | 261.46 |
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| = | Tk. | 305.10 |
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| Sub - Total | = | Tk. | 32,961.86 |
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| Profit | 10.00% | = | Tk. | 3,296.19 |
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| Overhead | 3.50% | = | Tk. | 1,153.67 |
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| Total | = | Tk. | 37,411.72 |
Add VAT with adjustment factor | 1.06383 | 6.00% | = | Tk. | 2,387.98 | |
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| Grand Total | = | Tk. | 39,799.70 |
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| Rate per cft | = | Tk. | 398.00 |
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| Rate per rft | = | Tk. | 541.49 |
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| Rate per rm | = | Tk. | 1,776.63 |
| Say, Tk. | 1,777 | .00 per meter |
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Item No.- 09.10.4 |
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16" x 16" Pre-cast pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips. |
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Considering 55 rft long 16" x 16" size pile |
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Also considering 56.25 rft long pile making work using 100 cft concrete |
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| = | Tk. | 28,198.75 |
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| = | Tk. | 1,199.80 |
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Volume of concrete: |
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11 x 16" x 16" x 55'-0" = 1075.56 cft (a) Cost of shuttering: |
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(i) 14 BWG steel sheet: |
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Sides: 14 x 55'-0" x 1'-4"= 1026.67 Add wastage 5%= 51.33 | sft sft |
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