| Materials |
| Description | Unit | Quantity | Waste | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Triturado 3/4 pulg | m3 | 0.95 | 5.00 | 98,900.00 | 93,955.00 | ||
| Agua | lt | 160.00 | 5.00 | 5.00 | 800.00 | ||
| Arena lavada de rio | m3 | 0.60 | 5.00 | 35,000.00 | 21,000.00 | ||
| Aditivo impermeabilizante concreto | kg | 1.35 | 5.00 | 22,000.00 | 29,700.00 | ||
| Cemento gris | kg | 270.00 | 5.00 | 610.00 | 164,700.00 | ||
| A | Waste | 15,507.75 | |||||
B | Waste + Material subtotal | 325,662.75 | |||
| Equipment |
| Description | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Herramienta menor | % | 1 | 10 | 131,630.8667 | 13,163.09 | ||
| Mezcladora 1 bulto | día | 1.00 | 4.50 | 70,000.00 | 15,555.5556 |
C | Equipment subtotal | 28,718.6456 | ||
| Transportation |
| Description | Unit | Quantity | Distance | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Transporte de agregado | m3/km | 1.55 | 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 | 486,012.26 | ||