Pile Estimate

Estimate for Cast-

In-Situ Pile (1: 1.5: 3).
Pile Diameter 18 ",
Depth 60'-0 ".
A total of 8 16mm diameter rods have been used from top to bottom in the pile.
The cut off level is also caught 2'-0 ". Spiral work with 10mm rod.
The first L / 4 and Spiral spacing at the last L / 4 should be 4 "C / C. Covering will take a standard amount.



Estimate-

Estimate for 18 "Dia Boring
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= 1x62'-0 "= 62.00 Rft

Estimate for RCC (1: 1.5: 3).
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= 1x {(πx1'-6 "x1'-6") / 4} x62'-0 "= 109.56 Cft

Estimate for Reinforcement
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For 16mm Dia Main Rod
= 8x62'-0 "= 496.00 Rft. = 238.57 Kg.
Lap = 8x2'-0 "= 16.00 Rft. = 7.69 Kg.

For 10mm Dia Spiral
= Nπ {(D + d) + 8d}
= 152π {(1'-0 "+ 0,032) + (8x0.032)}
= 152π (1.032 + 0.256) = 615.04 Rft. = 115.01kg
Lap = 15x1'-0 "= 15.00 Rft = 2.80kg

Total Rod = 364.00 kg = 3.64 qntl