Analisis De P.U.

15-Ene-2004 | | | | | | | Par: D ánalisis no. 10 |
ANALISIS DE PRECIOS UNITARIOS |
| | | | | | | |
Código | Concepto | Unidad | Costo |   | cantidad | Importe | % |
| Análisis: E01 Unidad: M2 | | | | | | |
| MURETE DE ENRASE DE 14 CMS DE SECCION A BASE DE BLOCK DE JAL-CRETO DE 10X14X28 CMS | |
| ACABADO COMUN ASENTADO CON CEM:ARENA EN PROPORCION 1:3DE 1 A 2 CMS DE ESPESOR EN LA | |
| JUNTA INCLUYE MATERIALES , MANO DE OBRA, HERRAMIENTA . | | | | |
| | | | | | | |
MATERIALES | | | | | | | |
| BLOCK DE JAL-CRETO DE 10X14X28 CMS | PZA | $1.48 | | 31.600000 | $46.77 | 35.77% |
| Subtotal: MATERIALES | | | | | $46.77 | 35.77% |
MANO DE OBRA | | | | | | | |
| CUADRILLA No 5 (1 ALBAÑIL+1 PEON)| JOR | $645.09 | / | 10.000000 | $64.51 | 49.34% |
| HERRAMIENTA MENOR | % | $64.51 | | 0.030000 | $1.94 | 1.48% |
| Subtotal: MANO DE OBRA | | | | | $66.45 | 50.83% |
BASICOS | | | | | | | |
| MORTERO CEMENTO ARENA 1:5 | M3 | $631.56 | | 0.027738 | $17.52 | 13.40% |
| Subtotal: BASICOS | | | | | $17.52 | 13.40% |
| Costo directo | | | | | $130.74 | || INDIRECTOS | 8.7563% | | | | $11.45 | |
| Suma 1 | | | | | $142.19 | |
| FINANCIAMIENTO | 0.156% | | | | $0.22 | |
| Suma 2 | | | | | $142.41 | |
| UTILIDAD | 5.4545% | | | | $7.77 | |
| Suma 3 | | | | | $150.18 | |
| CARGOS ADICIONALES | 0.5% | | | | $0.75 | |
| Suma 4 | | | | | $150.93 | |
| PRECIO UNITARIO | | | | | $150.93| |
| (* CIENTO CINCUENTA PESOS 93/100 M.N. *) | | | | | | |
| Cantidad utilizada de este concepto en el presupuesto 3.161 Importe: 477.09 | | | |
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| Análisis: E02 Unidad: ML | | | | | | |
| CADENA Y/O CASTILLO DE 14X20 CMS DE SECCION CIMBRADA CON MADERA DE PINO ACABADO COMUN | |
| ARMADA CON 4 VARILLASDE 3/8" Y ESTRIBOS DE 1/4" A CADA 15 CMS Y CONCRETO F'C=150 | |
| KGS/CM2 CON T.M.A DE 3/4" INCLUYE MATERIALES , MANO DE OBRA , ANDAMIOS , HERRAMIENTA Y | |
| EQUIPO | | | | | | |
| | | | | | | |
MATERIALES | | | | | | | |
| VARILLA DE 3/8" 9.5 MM | KG | $5.06 | | 2.340000 | $11.84 | 9.73% |
| ALAMBRE RECOCIDO | KG | $13.22 | | 0.100000 | $1.32 |1.08% |
| CLAVOS DE 2 A 4 " | KG | $7.50 | | 0.100000 | $0.75 | 0.62% |
| ALAMBRON DE 1/4" | KG | $10.52 | | 0.910000 | $9.57 | 7.86% |
| Subtotal: MATERIALES | | | | | $23.48 | 19.29% |
MANO DE OBRA | | | | | | | |
| CUADRILLA No 5 (1 ALBAÑIL+1 PEON) | JOR | $645.09 | / | 10.000000 | $64.51 | 53.00% |
| HERRAMIENTA MENOR | % | $64.51 | | 0.030000 | $1.94 |1.59% |
| Subtotal: MANO DE OBRA | | | | | $66.45 | 54.59% |
EQUIPO Y HERRAMIENTA | | | | | | |
| VIBRADOR PARA CONCRETO | HOR | $34.98 | | 0.006200 | $0.22 | 0.18% |
| Subtotal: EQUIPO Y HERRAMIENTA | | | | | $0.22 | 0.18% |
BASICOS | | | | | | | |
| CONCRETO DE F'c=150 KG/CM2, HECHO EN OBRA, T.M.A.= 19 MM, RESISTENCIA NORMAL | M3 | $663.34 | | 0.029400 |$19.50 | 16.02% |
| CIMBRA EN CADENAS, CASTILLOS, CEJAS, REP | M2 | $30.18 | | 0.400000 | $12.07 | 9.92% |
| Subtotal: BASICOS | | | | | $31.57 | 25.94% |
| Costo directo | | | | | $121.72 | |
| INDIRECTOS | 8.7563% | | | | $10.66 | |
| Suma 1 | | | | | $132.38 | |
| FINANCIAMIENTO | 0.156% | | | | $0.21 | |
| Suma 2 | | | | | $132.59 | |
|UTILIDAD | 5.4545% | | | | $7.23 | |
| Suma 3 | | | | | $139.82 | |
| CARGOS ADICIONALES | 0.5% | | | | $0.70 | |
| Suma 4 | | | | | $140.52 | |
| PRECIO UNITARIO | | | | | $140.52 | |
| (* CIENTO CUARENTA PESOS 52/100 M.N. *) | | | | | | |
| Cantidad utilizada de este concepto en el presupuesto 65.04 Importe: 9139.42 | | | |
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