Item No.- 30.20.1 |
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225 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6) Consideration of 100 sft of work (a) Materials
thick wall in/c wastage 1110 nos @ Tk. | 14.00 | each | = | Tk. | 15,540.00 |
| 395.00 | per bag | = | Tk. | 1,185.00 |
| 1,400.00 | per % cft | = | Tk. | 315.00 |
(b) Labour
| 1.64 15.26 | each | = = | Tk. Tk. | 1,820.40 1,526.00 |
| 9.00 | per sft | = | Tk. | 225.00 |
| 320.00 | each | = | Tk. | 160.00 |
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| Sub - Total | = | Tk. | 20,771.40 |
| Profit | 10.00% | = | Tk. | 2,077.14 |
| Overhead | 3.50% | = | Tk. | 727.00 |
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| Total | = | Tk. | 23,575.54 |
Add VAT with adjustment factor | 1.06383 | 6.00% | = | Tk. | 1,504.82 |
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| Grand Total | = | Tk. | 25,080.36 |
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| Rate per sft | = | Tk. | 250.80 |
30.20.1.1 Ground floor |
| Rate per sqm | = | Tk. | 2,699.61 |
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Say, Tk. | 2,700 .00 per sqm |
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30.20.1.2 Add for each addl. floor up to 5th floor (@ 1 No. lab. per % sft) |
| per sqm | = | Tk. | 42 |
30.20.1.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 nos lab. per % sft) |
| per sqm | = | Tk. | 52 |
30.20.1.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per % sft) |
| per sqm | = | Tk. | 62 |
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Item No.- 30.20.2 |
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112 mm thick wall with concrete solid block (215 x 100 x 65) mm with cement mortar (1:6) |
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Consideration of 100 sft work (a) Materials
thick wall in/c wastage 560 nos @ Tk. | 14.00 | each | = | Tk. | 7,840.00 |
| 395.00 | per bag | = | Tk. | 395.00 |
| 1,400.00 | per % cft | = | Tk. | 105.00 |
(b) Labour
| 1.64 10.14 | each | = = | Tk. Tk. | 918.40 1,014.00 |
| 9.00 | per sft | = | Tk. | 225.00 |
| 320.00 | each | = | Tk. | 160.00 |
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| Sub - Total | = | Tk. | 10,657.40 |
| Profit | 10.00% | = | Tk. | 1,065.74 |
| Overhead | 3.50% | = | Tk. | 373.01 |
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| Total | = | Tk. | 12,096.15 |
Add VAT with adjustment factor | 1.06383 | 6.00% | = | Tk. | 772.09 |
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| Grand Total | = | Tk. | 12,868.24 |
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| Rate per sft | = | Tk. | 128.68 |
30.20.2.1 Ground floor |
| Rate per sqm | = | Tk. | 1,385.11 |
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Say, Tk. | 1,385 .00 per sqm |
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30.20.2.2 Add for each addl. floor up to 5th floor (@ 1 No. lab. per % sft) |
| per sqm | = | Tk. | 42 |
30.20.2.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 nos lab. per % sft) |
| per sqm | = | Tk. | 52 |
30.20.2.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per % sft) |
| per sqm | = | Tk. | 62 |
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Item No.30.21 |
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Sand-Cement Solid Block (1:6) Wall |
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Considering = 100 sft of work 1 250x115x115 sand cement Solid Block 275 pcs @ Tk. | 10.00 | per pcs | = | Tk. | 2,750.00 |
2 Sand (F.M. 1.2) 7.50 cft @ Tk. | 14.00 | per cft | = | Tk. | 105.00 |