| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| 3.1.11 | Pavimentación con concreto reforzado. | M3 |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| MA2101 | MALLA DE ACERO ELECTROSOLDADA 66-10/10 | M2 | 8.670000 | $19.50 | $169.07 |
| MA2026 | CALHIDRA | KG | 0.800000 | $0.81 | $0.65 |
| MA2079 | HILO CAÑAMO | PZA | 0.001942 | $10.30 | $0.02 |
| MA2100 | MADERA DE PINO DE 3A PARA CIMBRA | PT | 0.036000 | $9.20 | $0.33 |
| MA2004 | ACERO DE REFUERZO F'y=4200 KG/CM2 | KG | 0.600000 | $12.20 | $7.32 |
| MA2006 | AGUA | M3 | 0.015000 | $28.20 | $0.42 |
| MA2048 | CURACRETO ROJO | LT | 8.000000 | $7.52 | $60.16 |
| Suma de Material | $237.97 | ||||
| Mano de Obra | |||||
| MO004 | CABO DE OFICIOS | JOR | 0.012500 | $852.29 | $10.65 |
| MO020 | TOPOGRAFO | JOR | 0.016000 | $643.30 | $10.29 |
| MO005 | CADENERO | JOR | 0.032000 | $390.59 | $12.50 |
| MO001 | AYUDANTE GENERAL | JOR | 0.125000 | $308.92 | $38.62 |
| MO009 | OFICIAL ALBANIL | JOR | 0.125000 | $537.98 | $67.25 |
| Suma de Mano de Obra | $139.31 | ||||
| Herramienta | |||||
| %MO116 | HERRAMIENTA MANUAL | (%)mo | 0.030000 | $0.00 | $0.00 |
| %MO118 | EQUIPO SEGURIDAD PERSONAL | (%)mo | 0.030000 | $0.00 | $0.00 |
| Suma de Herramienta | $0.00 | ||||
| Equipo | |||||
| EQTC39 | MOTOCONFORMADORA CAT 14H, 215 HP CATERPILLAR | HORA | 0.041020 | $516.24 | $21.18 |
| EQTC58 | VIBROCOMPACTADOR DYNAPAC CA 280, 110 HP | HORA | 0.028890 | $312.60 | $9.03 |
| EQTC57 | VIBRADOR GASOL.CAB.1 5/8X12" 8-10000RPM | HORA | 0.277778 | $9.09 | $2.53 |
| EQTC12 | CAMIONETA DE 3.5 TON. CON REDILAS | HR | 0.125000 | $281.72 | $35.22 |
| EQTC42 | NIVEL DE TOPOGRAFIA MCA. K+E | HORA | 0.054645 | $5.49 | $0.30 |
| EQTC08 | CAMION PIPA 10M3 INTERNATIONAL | HR | 0.005148 | $266.12 | $1.37 |
| EQTC17 | CORTADORA DE CONCRETO CON DISCO ABRASIVO | HORA | 1.644912 | $9.16 | $15.07 |
| Suma de Equipo | $84.68 | ||||
| Auxiliar | |||||
| CIMBRA EN MUROS | BASICO DE CIMBRA | M2 | 0.426668 | $69.25 | $29.55 |
| BASCONC250 | ELABORACION CONCRETO F'c=250KG/CM2 | M3 | 1.030000 | $1,214.95 | $1,251.40 |
| Suma de Auxiliar | $1,280.95 | ||||
| Costo Directo | $1,742.90 |