| Clave | Descripci贸n del An谩lisis de Precio Unitario | Unidad |
| 3.1.12 | Construcci贸n de contrapozo | PZA |
| Clave | Descripci贸n | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| MA2026 | CALHIDRA | KG | 0.750000 | $0.81 | $0.61 |
| MA2079 | HILO CA脩AMO | PZA | 0.001942 | $10.30 | $0.02 |
| MA2100 | MADERA DE PINO DE 3A PARA CIMBRA | PT | 5.500000 | $9.20 | $50.60 |
| MA2170 | TUBO DE PVC DE 150 MM DE DIAM | ML | 0.200000 | $112.50 | $22.50 |
| MA2003 | ACERO ESTRUCTURAL Y/O TUBULAR A-36 | TON | 0.008300 | $14,500.00 | $120.35 |
| MA2048 | CURACRETO ROJO | LT | 3.500000 | $7.52 | $26.32 |
| Suma de Material | $220.40 | ||||
| Mano de Obra | |||||
| MO020 | TOPOGRAFO | JOR | 0.010000 | $643.30 | $6.43 |
| MO005 | CADENERO | JOR | 0.020000 | $390.59 | $7.81 |
| MO001 | AYUDANTE GENERAL | JOR | 0.600000 | $308.92 | $185.35 |
| MO004 | CABO DE OFICIOS | JOR | 0.060000 | $852.29 | $51.14 |
| MO009 | OFICIAL ALBANIL | JOR | 0.600000 | $537.98 | $322.79 |
| Suma de Mano de Obra | $573.52 | ||||
| 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 | |||||
| EQTC42 | NIVEL DE TOPOGRAFIA MCA. K+E | HORA | 0.156648 | $5.49 | $0.86 |
| Suma de Equipo | $0.86 | ||||
| Auxiliar | |||||
| BAEXCAV | BASICO DE EXCAVACIONES EN MAT A Y B | M3 | 18.500000 | $35.12 | $649.72 |
| BAACEROREF | BASICO SUM HABIL Y COLOC ACERO REFZO | TON | 0.183395 | $16,947.57 | $3,108.10 |
| CIMBRA EN MUROS | BASICO DE CIMBRA | M2 | 18.500000 | $69.25 | $1,281.13 |
| BACONC100 | ELABORACION CONCRETO 100 KG/CM2 | M3 | 0.220000 | $886.71 | $195.08 |
| BASCONC250 | ELABORACION CONCRETO F'c=250KG/CM2 | M3 | 5.870000 | $1,214.95 | $7,131.76 |
| Suma de Auxiliar | $12,365.78 | ||||
| Costo Directo | $13,160.56 |