| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| 220109 | Cunetas en V e=0.08 a=0.50 m | ml |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| TRITU02 | Triturado 3/4" | m3 | 0.034000 | $38,280.00 | $1,301.52 |
| Suma de Material | $1,301.52 | ||||
| Mano de Obra | |||||
| ZCUADEST | Cuadrilla Estructura | jor | 0.089970 | $115,595.00 | $10,400.08 |
| Suma de Mano de Obra | $10,400.08 | ||||
| Herramienta | |||||
| HERRA | Herramienta menor | (%)mo | 0.050000 | $0.00 | $0.00 |
| Suma de Herramienta | $0.00 | ||||
| Equipo | |||||
| FORMALETA | Formaleta | gl | 5.000000 | $1,000.00 | $5,000.00 |
| Suma de Equipo | $5,000.00 | ||||
| Auxiliar | |||||
| TRZAGR10 | Transporte triturado | m3 | 0.034000 | $19,800.00 | $673.20 |
| TRLOC | Transporte local | m3 | 0.080000 | $5,000.00 | $400.00 |
| Suma de Auxiliar | $1,073.20 | ||||
| Concepto | |||||
| 050203 | Concreto 3000 psi en obra | m3 | 0.044000 | $294,870.00 | $12,974.28 |
| Suma de Concepto | $12,974.28 | ||||
| Costo Directo | $30,749.08 |