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24.18.2 Premixed bituminous seal coat with 0.12 cum of pea gravels mixed with 80 kg of bitumen (60/70 penetration grade) per cum of pea gravels and laid over 10 sqm road surface, spreading with proper camber, grade, surface blinding with dry sand (F.M. 1.2) @ 0.09 cum per 10 sqm, rolling at a temperature not below 90°C with appropriate steel drum roller (3-5 ton) and pneumatic multiple tire roller (8-10 tons) to the desired compaction etc. all complete and accepted by the Engineer-in-charge.

Considering 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 60/70 grade bitumen for road work Cost of materials : Bitumen (60/70 grade) 20 lbs 56000 per M. ton 25.4 508
2 Sand (F.M. 1.2) Sand (F.M. 1.2) 3 cft 1900 per % cft 19 57
3 Pea-gravel Pea gravels 4 cft 9345 per % cft 93.45 373.8
4 Fire-wood Fire wood 0.75 mnds 220 per mound 220 165
5 Mason / Mosaic mistry Labour charges: Mason 0.008 no 700 per day 700 5.6
6 Skilled labour Skilled labour 0.05 no 600 per day 600 30
7 Ordinary labour Ordinary labour 0.19 no 550 per day 550 104.5
8 Ordinary labour Sundries and T & P 1 LS 550 per day 55 55
9 Hire charge of vibratory (ride on) roller with 2 steel drum compactor (3-5 tons) Equipment Charges: Hire Charge of Vibratory (Ride On) Roller 2 Steel Drum Compactor (3-5 tons) 0.005 day 5500 per day 5500 27.5
10 Hire charge of pneumatic multiple tired roller (7 tires, 8-10 tons) Hire Charge of Pneumatic Multiple Tired Roller (7 tires, 8-10 tons) 0.005 day 5000 per day 5000 25
11 Diesel Diesel 0.008 liter 68 litre 68 0.54
12 Lubricants Lubricants 0.008 liter 220 per litre 220 1.76
Sub-Total 1353.7
Contractor's Profit 10% 0.1 135.37
Contractor's Overhead Expenses 3.5% 0.035 47.38
Total 1536.45
Add VAT with adjustment factor. 1.08108 7.5% 0.075 124.58
Grand Total 1661.03
Rate per sft 16.61
Rate per sqm 178.79
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