| Materials |
| Description | Unit | Quantity | Waste | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Arena lavada de rio | m3 | 0.55 | 5.00 | 35,000.00 | 19,250.00 | ||
| Aditivo impermeabilizante concreto | kg | 0.88 | 5.00 | 22,000.00 | 19,360.00 | ||
| Agua | lt | 133.00 | 5.00 | 5.00 | 665.00 | ||
| Triturado 3/4 pulg | m3 | 0.98 | 5.00 | 98,900.00 | 96,922.00 | ||
| Cemento gris | kg | 175.00 | 5.00 | 610.00 | 106,750.00 | ||
| A | Waste | 12,147.35 | |||||
B | Waste + Material subtotal | 255,094.35 | |||
| Equipment |
| Description | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Mezcladora 1 bulto | día | 1.00 | 4.50 | 70,000.00 | 15,555.5556 | ||
| Herramienta menor | % | 1 | 10 | 131,630.8667 | 13,163.09 |
C | Equipment subtotal | 28,718.6456 | ||
| Transportation |
| Description | Unit | Quantity | Distance | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Transporte de agregado | m3/km | 1.53 | 0.00 | 1,200.00 | 0.00 |
D | Transportation subtotal | 0.00 | ||
| Labor |
| Description | Time | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|---|
| Cuadrilla 1:6 (oficial + 6 ayudantes) | 100.00 | día | 1.00 | 4.50 | 592,338.90 | 131,630.8667 |
E | Labor subtotal | 131,630.8667 | ||
F | (A + B + C + D + E) Direct cost | 415,443.86 | ||