| Clave | Descripci贸n del An谩lisis de Precio Unitario | Unidad |
| 040407 | CASTILLO DE CONCRETO, SECCION= 15 X 15 CM, CONCRETO F'C=200 KG/CM2-3/4", CIMBRA 2 CARAS, REFORZADO CON 4 VARILLAS R.N. DE 3/8" ESTRIBOS DE 1/4" A/C 25 CM | M |
| Clave | Descripci贸n | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| 1900-05 | MADERA DE PINO DE 3A. EN DUELA DE 1" X 4" | PT | 1.106000 | $14.77 | $16.34 |
| 1900-05 | MADERA DE PINO DE 3A. EN DUELA DE 1" X 4" | PT | 1.106000 | $14.77 | $16.34 |
| 1900-05 | MADERA DE PINO DE 3A. EN DUELA DE 1" X 4" | PT | 1.106000 | $14.77 | $16.34 |
| 0084-00 | VARILLA FY=4200 KG/CM2 NO. 3 ( 3/8" ) | KG | 2.339400 | $9.00 | $21.05 |
| 0084-00 | VARILLA FY=4200 KG/CM2 NO. 3 ( 3/8" ) | KG | 2.339400 | $9.00 | $21.05 |
| 0084-00 | VARILLA FY=4200 KG/CM2 NO. 3 ( 3/8" ) | KG | 2.339400 | $9.00 | $21.05 |
| 0080-01 | ALAMBRON LISO DE 1/4" ( NO. 2 ) | KG | 0.569200 | $11.22 | $6.39 |
| 0080-01 | ALAMBRON LISO DE 1/4" ( NO. 2 ) | KG | 0.569200 | $11.22 | $6.39 |
| 0080-01 | ALAMBRON LISO DE 1/4" ( NO. 2 ) | KG | 0.569200 | $11.22 | $6.39 |
| 0082-00 | ALAMBRE RECOCIDO NO. 16 | KG | 0.200000 | $14.03 | $2.81 |
| 0082-00 | ALAMBRE RECOCIDO NO. 16 | KG | 0.200000 | $14.03 | $2.81 |
| 0082-00 | ALAMBRE RECOCIDO NO. 16 | KG | 0.200000 | $14.03 | $2.81 |
| 0100-00 | CLAVO DE 2 1/2" A 3 1/2" | KG | 0.125000 | $17.00 | $2.13 |
| 0100-00 | CLAVO DE 2 1/2" A 3 1/2" | KG | 0.125000 | $17.00 | $2.13 |
| 0100-00 | CLAVO DE 2 1/2" A 3 1/2" | KG | 0.125000 | $17.00 | $2.13 |
| 0950-05 | DIESEL | LT | 0.400000 | $4.90 | $1.96 |
| 0950-05 | DIESEL | LT | 0.400000 | $4.90 | $1.96 |
| 0950-05 | DIESEL | LT | 0.400000 | $4.90 | $1.96 |
| Suma de Material | $152.00 | ||||
| Mano de Obra | |||||
| 02-0410 | CUADRILLA No 41 ( 1 ALBA脩IL + 1 PEON ) | JOR | 0.120000 | $442.94 | $53.15 |
| 02-0410 | CUADRILLA No 41 ( 1 ALBA脩IL + 1 PEON ) | JOR | 0.120000 | $442.94 | $53.15 |
| 02-0410 | CUADRILLA No 41 ( 1 ALBA脩IL + 1 PEON ) | JOR | 0.120000 | $442.94 | $53.15 |
| Suma de Mano de Obra | $159.46 | ||||
| Auxiliar | |||||
| 03-2060 | CONCRETO HECHO EN OBRA F'C=200 KG/CM2, RESISTENCIA NORMAL, AGREGADO MAXIMO 3/4" | M3 | 0.011000 | $797.23 | $8.77 |
| 03-2060 | CONCRETO HECHO EN OBRA F'C=200 KG/CM2, RESISTENCIA NORMAL, AGREGADO MAXIMO 3/4" | M3 | 0.011000 | $797.23 | $8.77 |
| 03-2060 | CONCRETO HECHO EN OBRA F'C=200 KG/CM2, RESISTENCIA NORMAL, AGREGADO MAXIMO 3/4" | M3 | 0.011000 | $797.23 | $8.77 |
| 03-7012 | ANDAMIO DE CABALLETES Y TABLONES CONSTRUIDO CON MADERA DE PINO DE 3卢 USADO PARA ALTURAS DE 1.50 A 3.00 M. | USO | 0.090900 | $15.46 | $1.41 |
| 03-7012 | ANDAMIO DE CABALLETES Y TABLONES CONSTRUIDO CON MADERA DE PINO DE 3卢 USADO PARA ALTURAS DE 1.50 A 3.00 M. | USO | 0.090900 | $15.46 | $1.41 |
| 03-7012 | ANDAMIO DE CABALLETES Y TABLONES CONSTRUIDO CON MADERA DE PINO DE 3卢 USADO PARA ALTURAS DE 1.50 A 3.00 M. | USO | 0.090900 | $15.46 | $1.41 |
| Suma de Auxiliar | $30.52 | ||||
| Costo Directo | $341.99 |