| Clave | Descripci贸n del An谩lisis de Precio Unitario | Unidad |
| E.P.1.3 | PARADEROS, P.U.O.T. | PZA |
| Clave | Descripci贸n | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| TEPETATE | TEPETATE | M3 | 12.000000 | $30.00 | $360.00 |
| MICROPRIM19 | MICROPRIMER | 19L | 0.328750 | $338.25 | $111.20 |
| MICROSEAL19 | MICROSEAL N掳. 2f | 19L | 2.630000 | $413.58 | $1,087.72 |
| MAAC0002 | ACERO REFUERZO F'Y= 4200 KG/CM2 | TON | 0.550000 | $10,500.00 | $5,775.00 |
| 661010 | MALLA ELECTROSOLDADA 6X6/10-10 | M2 | 26.500000 | $13.50 | $357.75 |
| FESTERF-100 | FESTERFLEX 1.00X100M | 100M2 | 0.275000 | $498.55 | $137.10 |
| GA32 | COLOR PARA CEMENTO | KG | 35.000000 | $43.76 | $1,531.60 |
| 1. | ALAMBRE RECOCIDO | KG | 4.540000 | $13.00 | $59.02 |
| LADRILLO | LADRILLO RECOCIDO | MIL | 0.458000 | $1,650.00 | $755.70 |
| Suma de Material | $10,175.09 | ||||
| Mano de Obra | |||||
| 5P | CUADRILLA No 27 (5 PEONES + 1 CABO) | JOR | 10.000000 | $1,136.71 | $11,367.10 |
| 1A1P | CUADRILLA No 5 ( 1 ALBA脩IL + 1 PEON) | jor | 10.000000 | $521.84 | $5,218.40 |
| 1F1A | CUADRILLA No 6(1 FIERRERO + 1 AYUDANTE) | jor | 1.000000 | $516.82 | $516.82 |
| Suma de Mano de Obra | $17,102.32 | ||||
| Equipo | |||||
| EQMION | CAMION DE VOLTEO DE 7 M3 | hora | 5.000000 | $274.05 | $1,370.25 |
| Suma de Equipo | $1,370.25 | ||||
| Auxiliar | |||||
| BAS022 | CIMBRA | M2 | 45.000000 | $116.63 | $5,248.35 |
| 150. | CONCRETO DE F'c=150 KG/CM2, HECHO EN OBRA, T.M.A.=19MM, RESISTENCIA NORMAL | M3 | 3.500000 | $724.10 | $2,534.35 |
| 250. | CONCRETO DE F'c=250 KG/CM2, HECHO EN OBRA, T.M.A. = 19MM, RESISTENCIA NORMAL | M3 | 3.500000 | $847.36 | $2,965.76 |
| 1:4 | MORTERO CEMENTO ARENA 1:4 | M3 | 0.850000 | $665.60 | $565.76 |
| 100. | CONCRETO DE F'c= 100 KG/CM2. HECHO EN OBRA, T.M.A=19 MM, RESISTENCIA NORMAL | M3 | 1.250000 | $650.65 | $813.31 |
| Suma de Auxiliar | $12,127.53 | ||||
| Costo Directo | $40,775.19 |