| Analysis of PWD SoR 2018 for Civil Works 170 |
| DIVISION 07 : REINFORCED CEMENT CONCRETE (RCC) WORKS |
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Item No.- 07.1 | |
R.C.C work (1:2:4) complete excluding the cost of reinforcement and its fabrication with brick chips | |
07.1.1 | Cost of concrete for individual and combined footings, pile cap, raft/mat floor slab, foundation beam up to plinth level |
| Considering 100 cft |
Materials (From Secondary Input : Item B-3) = Tk. 16,628.00 | |
Laying/placing concrete (@ 1200 cft concreting using 1 mixer machine in one day) = Tk. 999.83 | |
| (From Secondary Input : Item A-1) Sub - Total = Tk. 17,627.83 |
| Profit 10.00% = Tk. 1,762.78 |
| Overhead 3.50% = Tk. 616.97 |
| Total = Tk. 20,007.58 |
| Add VAT with adjustment factor 1.06383 6.00% = Tk. 1,277.08 |
| Grand Total = Tk. 21,284.66 |
| Rate per cft = Tk. 212.85 |
| Rate per cum = Tk. 7,516.80 |
| Say, Tk. 7,517 .00 per cum |
07.1.2 | Cost of concrete for padestals, column, column capitals, lift walls and walls upto ground floor |
| Considering 100 cft |
Materials (From Secondary Input : Item B-3) = Tk. 16,628.00 | |
Laying/placing concrete (@ 800 cft concreting using 1 mixer machine in one day) = Tk. 1,499.75 | |
| (From Secondary Input : Item A-3) Sub - Total = Tk. 18,127.75 |
| Profit 10.00% = Tk. 1,812.78 |
| Overhead 3.50% = Tk. 634.47 |
| Total = Tk. 20,575.00 |
| Add VAT with adjustment factor 1.06383 6.00% = Tk. 1,313.30 |
| Grand Total = Tk. 21,888.30 |
| Rate per cft = Tk. 218.88 |
| Rate per cum = Tk. 7,729.75 |
| Say, Tk. 7,730 .00 per cum |
07.1.3 | Cost of concrete for floor / roof slab, tee beams, ell beams and rectangular beams, tie Beam, lintels, stair case slab and steps etc. upto ground floor |
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| Considering 100 cft |
Materials (From Secondary Input : Item B-3) = Tk. 16,628.00 | |
Laying/placing concrete (@ 1000 cft concreting using 1 mixer machine in one day) = Tk. 1,199.80 | |
| (From Secondary Input : Item A-2) Sub - Total = Tk. 17,827.80 |
| Profit 10.00% = Tk. 1,782.78 |
| Overhead 3.50% = Tk. 623.97 |
| Total = Tk. 20,234.55 |
| Add VAT with adjustment factor 1.06383 6.00% = Tk. 1,291.57 |
| Grand Total = Tk. 21,526.12 |
| Rate per cft = Tk. 215.26 |
| Rate per cum = Tk. 7,601.91 |
| Say, Tk. 7,602 .00 per cum |
07.1.4 | Cost of concrete for cornice, railing, drop walls, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab etc. up to ground floor |
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| Considering 100 cft |
Materials (From Secondary Input : Item B-3) = Tk. 16,628.00 | |
Laying/placing concrete (@ 600 cft concreting using 1 mixer machine in one day) = Tk. 1,999.67 | |
| (From Secondary Input : Item A-4) Sub - Total = Tk. 18,627.67 |
| Profit 10.00% = Tk. 1,862.77 |
| Overhead 3.50% = Tk. 651.97 |
| Total = Tk. 21,142.41 |
| Add VAT with adjustment factor 1.06383 6.00% = Tk. 1,349.52 |
| Grand Total = Tk. 22,491.93 |