| Materials |
| Description | Unit | Quantity | Waste | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Cemento gris | kg | 320.00 | 5.00 | 610.00 | 195,200.00 | ||
| Triturado 3/4 pulg | m3 | 0.95 | 5.00 | 98,900.00 | 93,955.00 | ||
| Aditivo impermeabilizante concreto | kg | 1.60 | 5.00 | 22,000.00 | 35,200.00 | ||
| Arena lavada de rio | m3 | 0.48 | 5.00 | 35,000.00 | 16,800.00 | ||
| Agua | lt | 170.00 | 5.00 | 5.00 | 850.00 | ||
| A | Waste | 17,100.25 | |||||
B | Waste + Material subtotal | 359,105.25 | |||
| Equipment |
| Description | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Mezcladora 1 bulto | día | 1.00 | 3.50 | 70,000.00 | 20,000.00 | ||
| Herramienta menor | % | 1 | 10 | 169,239.6857 | 16,923.97 |
C | Equipment subtotal | 36,923.97 | ||
| Transportation |
| Description | Unit | Quantity | Distance | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Transporte de agregado | m3/km | 1.43 | 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 | 3.50 | 592,338.90 | 169,239.6857 |
E | Labor subtotal | 169,239.6857 | ||
F | (A + B + C + D + E) Direct cost | 565,268.91 | ||