Login

Breakup

09.10 Pre-cast pile made in reinforced cement concrete with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 38.5 Mpa, and satisfying specified compressive strength f’c = 30 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM-I (52.5 N) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.2), 20 mm down well graded crushed stone chips conforming to ASTM C-33, mixing in standard mixture machine and fed by standard measuring boxes, including all related works like screening through proper sieves, cleaning and washing, centering and placing reinforcement cages in position, casting, compacting by vibrators and tapered rods as where necessary, curing for 28 days etc. cost of water, electricity and other charges, providing fitting and fixing pile shoe in position, tools, plants & equipments, mobilization, demobilization, labour, test of materials and concrete etc. all complete as per design, drawing and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)

Considering 1 Cum

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 (1:1.25:2.5) with CRUSHED STONE CHIPS and 100% sand of F.M. 2.2 Cost of concrete materials 1 %cft 30980.2 % cft 30980.2 30980.2
2 Laying concrete (1000 cft per day using one mixture machine) Cost of Labour, machinery, fuel & lubricants for casting 1 % cft 1999.5 % cft 1999.5 1999.5
Sub-Total 32979.7
Contractor's Profit 10% 0.1 3297.97
Contractor's Overhead Expenses 3.5% 0.035 1154.29
Total 37431.96
Add VAT with adjustment factor. 1.08108 7.5% 0.075 3035.02
Grand Total 40466.98
Rate per cum 40467
Rate per cum 40467
Help