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S10 Página 1 Presupuesto PROGRAMA MANTENIMIENTO DE INFRAESTRUCTURA PUBLICA - SEDE PICHIU SAN PEDRO - PICHIU QUINHUARAGRA 2300003 Presupuesto MANTENIMIENTO DEL CANAL DE RIEGO SECTOR PUCAMIO 004 Subpresupuesto MUNICIPALIDAD DISTRITAL DE SAN MARCOS 01/06/2013 Costo al Cliente Lugar ANCASH - HUARI - SAN MARCOS Precio S/. Parcial S/. Item Descripción Und. Metrado OBRAS PRELIMINARES 16 19,843.20 4,723.20 720.00 LIMPIEZA DE CANAL m2 16.01 6.56 15,120.00 2,880.00 DESBROCE Y LIMPIEZA DE LATERALES DE TALUD DEL CANAL m2 16.02 5.25 OBRAS DE MOVIMIENTO DE TIERRAS 17 111,720.43 37,800.00 180.00 EXCAVACION MANUAL EN SUELO CONGLOMERADO m3 17.01 210.00 14,637.60 720.00 NIVELACION Y COMPACTADO PARA BASE DE CANAL m2 17.02 20.33 7,832.83 9.60 RELLENO COMPACTADO CON MATERIAL PROPIO m3 17.03 815.92 51,450.00 196.00 ELIMINACION DE MATERIAL EXCEDENTE HASTA 200ml m3 17.04 262.50 REFACCION DE CANAL 18 15,576.50 REFACCION DE CANAL PRINCIPAL 18.01 15,576.50 15,576.50 16.50 CONCRETO PARA REFACCION DE CANAL PRINCIPAL f¨c=175kg/cm2 m3 18.01.01 944.03 REFACCION DE POZA DISIPADORA 19 1,546.32 310.98 0.43 CONCRETO PARA REFACCION DE POZA DISIPADORA f¨c=175kg/cm2 m3 19.01 723.21 337.44 4.34 ENCOFRADO Y DESENCOFRADO m2 19.02 77.75 840.12 83.18 ACERO DE REFUERZO fy=4,200 kg/cm2 kg 19.03 10.10 57.78 2.00 JUNTAS DE DILATACION RELLENO CON MORTERO ASFALTICO e=1" m 19.04 28.89 VARIOS 20 2,451.18 533.58 2.00 COMPUERTA METALICA DE IZAJE MANUAL INCLUIDO LA INSTALACION und 20.01 266.79 1,917.60 40.00 TUBERIA PARA TOMA PARCELARIA m 20.02 47.94 Costo Directo 151,137.63 SON : CIENTO CINCUENTIUN MIL CIENTO TRENTISIETE Y 63/100 NUEVOS SOLES

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  • S10 Pgina 1

    PresupuestoPROGRAMA MANTENIMIENTO DE INFRAESTRUCTURA PUBLICA - SEDE PICHIU SAN PEDRO - PICHIUQUINHUARAGRA

    2300003Presupuesto

    MANTENIMIENTO DEL CANAL DE RIEGO SECTOR PUCAMIO004SubpresupuestoMUNICIPALIDAD DISTRITAL DE SAN MARCOS 01/06/2013Costo alCliente

    Lugar ANCASH - HUARI - SAN MARCOS

    Precio S/. Parcial S/.Item Descripcin Und. Metrado

    OBRAS PRELIMINARES16 19,843.204,723.20720.00LIMPIEZA DE CANAL m216.01 6.56

    15,120.002,880.00DESBROCE Y LIMPIEZA DE LATERALES DE TALUD DEL CANAL m216.02 5.25

    OBRAS DE MOVIMIENTO DE TIERRAS17 111,720.4337,800.00180.00EXCAVACION MANUAL EN SUELO CONGLOMERADO m317.01 210.00

    14,637.60720.00NIVELACION Y COMPACTADO PARA BASE DE CANAL m217.02 20.33

    7,832.839.60RELLENO COMPACTADO CON MATERIAL PROPIO m317.03 815.92

    51,450.00196.00ELIMINACION DE MATERIAL EXCEDENTE HASTA 200ml m317.04 262.50REFACCION DE CANAL18 15,576.50REFACCION DE CANAL PRINCIPAL18.01 15,576.50

    15,576.5016.50CONCRETO PARA REFACCION DE CANAL PRINCIPAL fc=175kg/cm2 m318.01.01 944.03

    REFACCION DE POZA DISIPADORA19 1,546.32310.980.43CONCRETO PARA REFACCION DE POZA DISIPADORA fc=175kg/cm2 m319.01 723.21

    337.444.34ENCOFRADO Y DESENCOFRADO m219.02 77.75840.1283.18ACERO DE REFUERZO fy=4,200 kg/cm2 kg19.03 10.10

    57.782.00JUNTAS DE DILATACION RELLENO CON MORTERO ASFALTICO e=1" m19.04 28.89

    VARIOS20 2,451.18533.582.00COMPUERTA METALICA DE IZAJE MANUAL INCLUIDO LA INSTALACION und20.01 266.79

    1,917.6040.00TUBERIA PARA TOMA PARCELARIA m20.02 47.94

    Costo Directo 151,137.63

    SON : CIENTO CINCUENTIUN MIL CIENTO TRENTISIETE Y 63/100 NUEVOS SOLES


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