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24.10.1 Providing compacted sub-base course with well graded material of crushed well burnt picked jhama / 1st class brick bats and sand (FM 0.8) with mixing proportion 2 : 1 having compacted thickness made as per specification including local handling, spreading uniformly to proper grade camber and super elevation, packing, rolling properly with 8 to 10 ton capacity power driven road roller and watering properly for compaction of 100% MDD (standard) blinding with sand including cost of fuel, lubricants, spares, maintenance, driver etc. all complete and accepted by the Engineer-in-charge.

Consider 10cum (353.15 cft) of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 1st class/Picked jhama standard bricks Bricks 2594 nos 10000 per % 0 nos 10 25940
2 Ordinary labour Ordinary labour for breaking bricks 14 nos 550 per day 550 7700
3 Mason / Mosaic mistry Labour for spreading : Mason 1 nos 700 per day 700 700
4 Ordinary labour Labour 12 nos 550 per day 550 6600
5 Ordinary labour Labour for watering 1.75 nos 550 per day 550 962.5
6 Sand (F.M. 0.8) Cost of sand (F.M = 0.8) 117.71 cft 1670 per % cft 16.7 1965.76
7 Hire charge of 8 - 12 ton road roller Hire charge of 8 ton to 12 ton road roller (two steel drum roller) 0.06 day 6050 per day 6050 363
8 Fuel & lubricants, spares, maintenance, driver etc. for 8-12 ton road roller. Fuel & lubricants, spares, maintenance, driver etc. 0.06 day 1500 per day 1500 90
9 Ordinary labour Local carries Sundries T & P etc. 1 LS 550 per day 85.94 85.94
Sub-Total 44407.2
Contractor's Profit 10% 0.1 4440.72
Contractor's Overhead Expenses 3.5% 0.035 1554.25
Total 50402.17
Add VAT with adjustment factor. 1.08108 7.5% 0.075 4086.66
Grand Total 54488.83
Rate per cft 154.29
Rate per cum 5448.75
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