Table 8 Cost Analysis of DBM without RAP aggregates
Description | Quantity | Unit | Rate (in Rs.) | Amount (in Rs.) |
|---|---|---|---|---|
Unit = /sqm | Taking output = 195 cum or 450 tonnes |  |  |  |
(a) Material (Grading—I) | 20.25 Tonne | = 429.75 MT = 1.6 tonne/cum = 268.60 cum | 53,983 | 1,093,155.75 |
 (i) Bitumen VG-30   4.5% of mixed wt |  |  |  |  |
 (ii) Aggregate   Wt. of aggregate   Taking density of aggregate   Volume of aggregate   Grading-II (40 mm nominal size) | 450—20.25 |  |  |  |
  25-10 mm   30% | 80.58 cum |  | 856.13 | 68,986.96 |
  10-5 mm   28% | 75.21 cum |  | 856.13 | 64,389.54 |
  5 mm and below   42% | 112.81 cum |  | 776.13 | 87,555.23 |
(A) | Â | Â | Â | 1314087.47 |
 (b) Labour   Laying 60-mm-thick dense bituminous macadam (HSR 24.32) av. Lead 1 |  |  |  |  |
  Km. 1 | 450 | tonne | 101.4 | 45,630 |
  Add ceiling premium   370% for Rs |  |  |  | 168,831 |
(B) | Â | Â | Â | 214461.00 |
 Total (A + B) |  |  |  | 1528548.47 |
  Rate/cum | 1528548.47/195 |  |  | 7838.70 |
  Cost of DBM without reclaimed material |  |  |  | 2743545.00 |