VALORIZACION DE OBRO MODELO

OBRA :

CONTRATISTA : CORPORACION LUSAC E.I.R.L.

A. VALORIZACION CONTRACTUAL (V.C.)AVANCE PROGRAMADO ACUMULADOAVANCE EJECUTADO ACUMULADO

B. REAJUSTES (S.)

C. MONTO DE VALORIZACION BRUTA (V.B.= VC+S)

D. DEDUCCIONES DE REAJUTES QUE NO CORRESPONDESAdelanto Directo Adelanto de Materiales

E. AMORTIZACIONES (A.)Adelanto DirectoAdelanto de Materiales

F. VALORIZACION NETA (V.N.= VB-D-A)

G. MULTAS POR ATRASO (M.)

H. MONTO FACTURADO Y A PAGAR AL CONTRATISTAEn EfectivoEn. I.G.V. (18.00%)MONTO VALORIZADO INC. IGV

I. CALENDARIO DE COMPROMISO A SOLICITAR

SON:Doscientos Treinta Mil Quinientos Sesenta y Seis con 21/100 Nuevos Soles.

MUNICIPALIDAD DISTRITAL DE CHURUBAMBA

Instalación del Sistema de Agua Potable y Letrinas en los Sectores de Chinchinca, Limón Pampa y Seccihuanca; de la Localidad de Quechualoma, Distrito de Churubamba - Huánuco - Huánuco

CORPORACION LUSAC E.I.R.L.

###37.83%47.93%

S/. -

(V.B.= VC+S) ###

(D.) S/. -

S/. -

S/. - S/. -

###

S/. -

### S/. 195,395.09 S/. 35,171.12 S/. 230,566.21

S/. 230,566.21

Doscientos Treinta Mil Quinientos Sesenta y Seis con 21/100 Nuevos Soles.


Instalación del Sistema de Agua Potable y Letrinas en los Sectores de Chinchinca, Limón Pampa y Seccihuanca; de la Localidad de Quechualoma, Distrito de Churubamba - Huánuco -

- PROCESO DE ADJUDICACION : ADJUDICACION DIRECTA SELECTIVA Nº 016-2015-MDCH/CEP- ENTIDAD EJECUTORA : Municipalidad Distrital de Churubamba- OBRA :

- CONTRATISTA : CORPORACION LUSAC E.I.R.L.- RESIDENTE : Ing. Lucio Capcha Espinoza, Reg. C.I.P. 87146, Ingeniero Civil- MODALIDAD DE EJECUCION : Contrato a SUMA ALZADA- UBICACIÓN

LOCALIDAD : QUECHUALOMADISTRITO : CHURUBAMBAPROVINCIA : HUANUCOREGION : HUANUCO

AREA GEOGRAFICA : 3

VALORIZACION N° 01PERIODO DE VALORIZACION

SETIEMBRE-2015



FICHA TECNICA DETALLADA

1 Entidad : Municipalidad Distrital de Churubamba

2 Ubicación : Departamento : Huanuco Provincia : Huanuco Distrito : Churubamba Localidad : Quechualoma Area Geografica : 3

3 Objeto : EJECUCION DE OBRA

4 Obra :

5 Ejecutor de Obra : CORPORACION LUSAC E.I.R.L

6 Residente de Obra : Ing. Lucio Capcha Espinoza, Reg. C.I.P. 87146, Ingeniero Civil7 Financiamiento : RECURSOS DE OPERACIONES OFICIALES DE CREDITO8 Codigo SNIP :

9 Licitacion Pública de Obra : Nº 016-2015-MDCH/CEP10 Contrato No. y fecha : N°069-2015-MDCH/A 31-Aug-1511 Monto del contrato, con IGV : S/. 481,024.6612 Monto del contrato, sin IGV : S/. 407,648.0213 Costo de ejecucion de Obra : S/. 481,024.6614 Plazo de ejecución contractual, en d. c. : 120 Dias Calendarios15 Plazo de ejecución según Bases Lic., en d.c. : 120 Dias Calendarios16 Adicional de obra N°01 -17 Deductivo de Obra N°01 -18 Adicional NETO de obra N°01 , con IGV

: S/. 0.0019 Carta Fianza De Fiel Cumplimiento de Obra S/. 48,102.46

Carta Fianza N°0011-0827-9800001017-37-BANCO BBVA CONTINENTAL20 Entrega del terreno : 4 de September de 201521 Inicio oficial del plazo : 7 de September de 201522 Término original programado de obra : 31 de December de 201523 Término real obra, según Supervisor : En Ejecucion

24 Res, de Aprobacion de Adicional de obra n°01 : -25 Avance Programado de Obra : 37.83%26 Avance Ejecutado de obra CONTRATO PRINCIPAL : 47.93%26 Avance Ejecutado de obra CONTRATO PRINCIPAL : S/. 230,566.21 27 Avance Ejecutado de obra ADICIONAL DE OBRA N°01 : -


241270-Instalación del Sistema de Agua Potable y Letrinas en los Sectores de Chinchinca, Limón Pampa y Seccihuanca; de la Localidad de Quechualoma, Distrito de Churubamba - Huánuco - Huánuco

FICHA TECNICA DEL PRESUPUESTO

F.R.

- PRESUPUESTO S/. 481,024.66 5/20/2013 S/. 481,024.66 8/31/2015 S/. 1.00

- PLAZO DE EJECUCION 120 Dias Calendarios 9/4/2015 9/7/2015 9/7/2015 12/31/2015

ADELANTO MAXIMO % RELACION

- ADELATO DIRECTO S/. 96,204.93 S/. 0.00 S/. 0.00 -

- ADELANTO DE MATERIALES S/. 192,409.86 0 S/. 0.00 -

Las bases no contemplan el otorgamiento de adelanto directo ni de materiales.

- VALORIZACION ACTUAL

S/. 230,566.21 47.93% S/. 230,566.21 47.93% ADELANTADA

- AMPLIACION DE PLAZO -

ADICIONAL NETO DE OBRA N°01

- ADICIONAL DE OBRA S/. - ### S/. -

PRESUPUESTO BASE OBRA

FECHA DE PPTO. BASE

PRESUPUESTO CONTRATADO

FECHA DE CONTRATO

PLAZO DE EJECUCION

ENTREGA DE TERRENO

FECHA DE INCIO DE OBRA

FECHA DE INICIO CONTRACTUAL

FECHA DE TERMINO CONTRACTUAL

ADELANTO OTORGADO

FECHA DE ENTREGA

VALORIZACION ACTUAL

% DE AVANCE ACTUAL

VALORIZACION ACUMULADA

% AVANCE ACUMULADO

SITUACION DE LA OBRA

AMPLIACION DE PLAZO N°01




ADICIONAL DE OBRA N°01

DEDUCTIVO DE OBRA N°01

DETALLE DE PRESUPUESTO DE OBRA

ITEM DESCRIPCION COSTO DIRECTO GG (10%) SUB-TOTAL

1 AGUA POTABLE S/. 245,846.96 S/. 24,584.70 S/. 24,584.70 S/. 295,016.36 S/. 348,119.30

2 LETRINAS S/. 79,970.52 S/. 7,997.05 S/. 7,997.05 S/. 95,964.62 S/. 113,238.25

3 MITIGACION IMPACTO AMBEINTAL S/. 13,889.20 S/. 1,388.92 S/. 1,388.92 S/. 16,667.04 S/. 19,667.11

COSTO DE INFRAESTRUCTURA S/. 339,706.68 S/. 33,970.67 S/. 33,970.67 S/. 407,648.02 S/. 481,024.66

S/. 481,024.66

UTILIDAD (10.00%)

TOTAL INC. IGV (18.00%)


MUNICIPALIDAD DISTRITAL DE CHURUBAMBARUC: 20160927896 DIR. Jr. Javier Lindo Zarate Nro. 110 -Churubamba- Huanuco

PROYECTO:

UBICACIÓN QUECHUALOMA CHURUBAMBA HUANUCO HUANUCOLUGAR DISTRITO PROVINCIA REGION

MODALIDAD DE EJECUCION: Contrato a SUMA ALZADACONTRATISTA CORPORACION LUSAC E.I.R.L.

1 FICHA TECNICA DE IDENTIDAD DE OBRA √

2 RESUMEN FINAL DE LA VALORIZACION DE OBRA √

3 CONTROL DE FINANCIERO CURVA "S" √

4 PLANILLA DE VALORIZACION DE OBRA √

5 PLANILLA DE METRADOS √

6 CRONOGRAMA Y CALENDARIO VALORIZADO DE AVANCE DE OBRA DEL CONTRATISTA √

7 SUSTENTO LEGAL DE VALORIZACIONES √

8 DESCRIPCION DE AVANCE DE OBRA √

9 COPIA DE CARTA FIANZA VIGENTE √

10 COPIA DE ASIENTOS DE CUADERNO DE OBRA √

11 CERTIFICADOS DE LAS PRUEBAS DE CONTROL DE CALIDAD √

12 COPIA DE CONTRATO DE OBRA √

13 ANEXOS (DOCUMENTOS VARIOS) √


VALORIZACION DE OBRA N°01 DE EJECUCION DE OBRASETIEMBRE-2015

- ENTIDAD EJECUTORA Municipalidad Distrital de Churubamba

-OBRA

- CONTRATISTA CORPORACION LUSAC E.I.R.L.- MODALIDAD DE EJECUCION Contrato a SUMA ALZADA

CONTROL GENERAL DE AVANCE DEL PROYECTO

PERIODO AVANCE PROGRAMADO AVANCE EJECUTADO % PROGRAMADO % EJECUTADO

N° DEL AL PARCIAL ACUMULADO ACUMULADO PARCIAL ACUMULADO PARCIAL ACUMULADO1 9/7/2015 9/30/2015 S/. 181,983.16 S/. 181,983.16 S/. 230,566.21 S/. 230,566.21 37.83% 37.83% 47.93% 47.93% 10.10% ADELANTADA2 10/1/2015 10/31/2015 S/. 203,788.38 S/. 385,771.54 42.37% 80.20%3 11/1/2015 11/30/2015 S/. 81,165.67 S/. 466,937.21 16.87% 97.07%4 12/1/2015 12/31/2015 S/. 14,087.45 S/. 481,024.66 2.93% 100.00%

TOTAL S/. 481,024.66 S/. 230,566.21 100.00% 47.93%


DESFACE EN AVANCE

ESTADO DEL

AVANCECONTRATO PRINCIPAL

VALORIZACION DE OBRA N°01SETIEMBRE-2015

- ENTIDAD EJECUTORA : Municipalidad Distrital de Churubamba

- OBRA :- CONTRATISTA : CORPORACION LUSAC E.I.R.L.- MODALIDAD DE EJECUCION : Contrato a SUMA ALZADA- MONTO DE EJEC. DE OBRA : S/. 481,024.66

CONTROL DE AVANCE FISICO Y FINANCIERO

DESCRIPCIÓNMESES 2014 MESES 2015

DICIEMBRE ENERO FEBRERO MARZO TOTAL

PROGRAMADO

PRESUPUESTO PROG. S/. 181,983.16 S/. 203,788.38 S/. 81,165.67 S/. 14,087.45 S/. 481,024.66

PRESUPUESTO ACUMULADO S/. 181,983.16 S/. 385,771.54 S/. 466,937.21 S/. 481,024.66 % PARCIAL ### 37.83% 42.37% 16.87% 2.93% 100.00%

% ACUMULADO ### 37.83% 80.20% 97.07% 100.00%EJECUTADO

PRESUPUESTO EJEC. S/. 230,566.21 S/. 230,566.21

EJECUTADO ACUMULADO S/. 230,566.21 S/. - S/. - S/. - % EJECUTADO PARCIAL ### 47.93% 0.00% 0.00% 0.00%% EJECUTADO ACUMULADO ### 47.93% 47.93% 47.93% 47.93%

### DICIEMBRE ENERO FEBRERO MARZO PRESUPUESTO PROG. ### S/. 181,983.16 S/. 385,771.54 S/. 466,937.21 S/. 481,024.66 PRESUPUESTO EJEC. ### S/. 230,566.21 S/. - S/. - S/. -

-32.27%


12-Dec DICIEMBRE ENERO FEBRERO MARZO S/.-

S/.100,000.00

S/.200,000.00

S/.300,000.00

S/.400,000.00

S/.500,000.00

S/.600,000.00

S/.-

S/.181,983.16

S/.385,771.54

S/.466,937.21 S/.481,024.66

S/.-

S/.230,566.21

S/.- S/.- S/.-

CURVA "S" AVANCE DE OBRA PROGRAMADO VS EJECUTADO

PRESUPUESTO PROG.

PRESUPUESTO EJEC.

VALORIZACION DE OBRA N°01SETIEMBRE-2015

- ENTIDAD EJECUTORA Municipalidad Distrital de Churubamba

-OBRA

- CONTRATISTA CORPORACION LUSAC E.I.R.L.- MODALIDAD DE EJECUCION Contrato a SUMA ALZADA

Item Descripción PRESUPUESTOANTERIOR ACTUAL ACUMULADO SALDO POR VALORIZAR

MONTO % MONTO % MONTO % MONTO %

1 AGUA POTABLE S/. 245,846.96 S/. - 0.00% S/. 156,769.55 63.77% 156,769.55 63.77% 89,077.41 36.23%

2 LETRINAS S/. 79,970.52 S/. - 0.00% S/. - 0.00% 0.00 0.00% 79,970.52 100.00%

3 MITIGACION IMPACTO AMBEINTAL S/. 13,889.20 S/. - 0.00% S/. 6,059.69 43.63% 6,059.69 43.63% 7,829.51 56.37%

COSTO DIRECTO S/. 339,706.68 S/. - 0.00% S/. 162,829.24 47.93% S/. 162,829.24 47.93% S/. 176,877.43 52.07%

GASTOS GENERALES 10% S/. 33,970.67 S/. - 0.00% S/. 16,282.92 47.93% S/. 16,282.92 47.93% S/. 17,687.74 52.07%

UTILIDADES 10% S/. 33,970.67 S/. - 0.00% S/. 16,282.92 47.93% S/. 16,282.92 47.93% S/. 17,687.74 52.07%

SUBTOTAL S/. 407,648.02 S/. - 0.00% S/. 195,395.09 47.93% S/. 195,395.09 47.93% S/. 212,252.91 52.07%

IGV 18% S/. 73,376.64 S/. - 0.00% S/. 35,171.12 47.93% S/. 35,171.12 47.93% S/. 38,205.52 52.07%

COSTO TOTAL DE EJECUCION DE OBRA S/. 481,024.66 S/. - 0.00% S/. 230,566.21 47.93% S/. 230,566.21 47.93% S/. 250,458.43 52.07%


VALORIZACION DE OBRA N°01 - AGUA POTABLE

OBRA : INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS EN LOS SECTORES DE CHINCHINCA, LIMÓN PAMPA Y SECCIHUANCA; DE LA LOCALIDAD DE QUECHUALOMA, DISTRITO DE CHURUBAMBA - HUANUCO - HUANUCO

UBICACIÓN HUANUCO - CHURUBAMBA - QUECHUALOMAEJECUTA: CORPORACION LUSAC E.I.R.L

Item DescripciónPRESUPUESTO ANTERIOR ACTUAL ACUMULADO SALDO POR VALORIZAR

Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %01 TRABAJOS PRELIMINARES 15,169.7301.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 2.40X4.80 m und 1.00 986.01 986.01 0.00 S/. - 0.00% 1.00 S/. 986.01 100.00% 1.00 S/. 986.01 100.00% 0.00 S/. - 0.00%01.02 FLETE TERRESTRE GLB 1.00 14,183.72 14,183.72 0.00 S/. - 0.00% 0.60 S/. 8,510.23 60.00% 0.60 S/. 8,510.23 60.00% 0.40 S/. 5,673.49 40.00%02 CAPTACION SUPERFICIAL 3,324.4002.01 TRABAJOS PRELIMINARES 13.5102.01.01 LIMPIEZA DE TERRENO MANUAL m2 5.90 0.92 5.43 0.00 S/. - 0.00% 5.90 S/. 5.43 99.96% 5.90 S/. 5.43 99.96% 0.00 S/. - 0.00%02.01.02 TRAZO Y REPLANTEO INICIAL m2 5.90 1.37 8.08 0.00 S/. - 0.00% 5.90 S/. 8.08 100.04% 5.90 S/. 8.08 100.04% 0.00 S/. - 0.00%02.02 MOVIMIENTO DE TIERRAS 99.3502.02.01 EXCAVACION MANUAL EN T-NATURAL m3 4.22 13.44 56.72 0.00 S/. - 0.00% 4.22 S/. 56.72 99.99% 4.22 S/. 56.72 99.99% 0.00 S/. - 0.00%02.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 1.37 5.38 7.37 0.00 S/. - 0.00% 1.37 S/. 7.37 100.01% 1.37 S/. 7.37 100.01% 0.00 S/. - 0.00%02.02.03 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 3.43 10.28 35.26 0.00 S/. - 0.00% 3.43 S/. 35.26 100.00% 3.43 S/. 35.26 100.00% 0.00 S/. - 0.00%02.03 OBRAS DE CONCRETO SIMPLE 326.1702.03.01 MAMPOSTERIA DE PIEDRA m2 1.44 78.09 112.45 0.00 S/. - 0.00% 1.44 S/. 112.45 100.00% 1.44 S/. 112.45 100.00% 0.00 S/. - 0.00%02.03.02 SOLADO F'c=140 Kg/cm2 E=2" m2 1.69 126.46 213.72 0.00 S/. - 0.00% 1.69 S/. 213.72 100.00% 1.69 S/. 213.72 100.00% 0.00 S/. - 0.00%02.04 OBRAS DE CONCRETO ARMADO 1,057.6202.04.01 LOSA DE FONDO 116.2802.04.01.01 CONCRETO F'c=210 Kg/cm2 P/LOSA DE FONDO m3 0.28 321.09 89.91 0.00 S/. - 0.00% 0.28 S/. 89.91 99.99% 0.28 S/. 89.91 99.99% 0.00 S/. - 0.00%02.04.01.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 4.76 5.54 26.37 0.00 S/. - 0.00% 4.76 S/. 26.37 100.00% 4.76 S/. 26.37 100.00% 0.00 S/. - 0.00%02.04.02 MUROS LATERALES 941.3402.04.02.01 CONCRETO F'c=210 Kg/cm2 P/MUROS LATERALES m3 1.15 321.09 369.25 0.00 S/. - 0.00% 1.15 S/. 369.25 100.00% 1.15 S/. 369.25 100.00% 0.00 S/. - 0.00%02.04.02.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 38.56 5.54 213.62 0.00 S/. - 0.00% 38.56 S/. 213.62 100.00% 38.56 S/. 213.62 100.00% 0.00 S/. - 0.00%02.04.02.03 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 15.28 23.46 358.47 0.00 S/. - 0.00% 15.28 S/. 358.47 100.00% 15.28 S/. 358.47 100.00% 0.00 S/. - 0.00%02.05 REVOQUES Y ENLUCIDOS 487.1602.05.01 TARRAJEO P/MUROS INTERIORES C/IMPERMEABILIZANTE m2 9.16 28.86 264.36 0.00 S/. - 0.00% 9.16 S/. 264.36 100.00% 9.16 S/. 264.36 100.00% 0.00 S/. - 0.00%02.05.02 TARRAJEO EXTERIOR C/MORTERO 1:5 m2 7.72 28.86 222.80 0.00 S/. - 0.00% 7.72 S/. 222.80 100.00% 7.72 S/. 222.80 100.00% 0.00 S/. - 0.00%02.06 PINTURA 55.7402.06.01 PINTURA P/MURO EXTERIOR BAJO CON LATEX (2 MANOS) m2 7.72 7.22 55.74 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 7.72 S/. 55.74 100.00%02.07 CAJA DE VALVULAS 322.1302.07.01 CONCRETO F'C=210 KG/CM2 P/CAJA DE VALVULAS m3 0.08 321.09 25.69 0.00 S/. - 0.00% 0.08 S/. 25.69 99.99% 0.08 S/. 25.69 99.99% 0.00 S/. - 0.00%02.07.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 1.60 23.46 37.54 0.00 S/. - 0.00% 1.60 S/. 37.54 99.99% 1.60 S/. 37.54 99.99% 0.00 S/. - 0.00%02.07.03 MARCO Y TAPA METALICA 0.60X0.60m und 1.00 97.41 97.41 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 97.41 100.00%02.07.04 MARCO Y TAPA METALICA 0.65x0.55m und 1.00 97.41 97.41 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 97.41 100.00%02.07.05 ACCESORIOS 64.0802.07.05.01 VALVULA COMPUERTA DE BRONCE DE 1 1/2" und 1.00 36.48 36.48 0.00 S/. - 0.00% 1.00 S/. 36.48 100.00% 1.00 S/. 36.48 100.00% 0.00 S/. - 0.00%02.07.05.02 CANASTILLA PVC DE 2" und 1.00 27.60 27.60 0.00 S/. - 0.00% 1.00 S/. 27.60 100.00% 1.00 S/. 27.60 100.00% 0.00 S/. - 0.00%02.08 INSTALACIONES HIDRAULICAS 84.2802.08.01 ADAPTADOR UPR DE 1 1/2" und 2.00 11.62 23.24 0.00 S/. - 0.00% 2.00 S/. 23.24 100.00% 2.00 S/. 23.24 100.00% 0.00 S/. - 0.00%02.08.02 UNION UNIVERSAL DE FºGº 1 1/2" und 2.00 17.57 35.14 0.00 S/. - 0.00% 2.00 S/. 35.14 100.00% 2.00 S/. 35.14 100.00% 0.00 S/. - 0.00%02.08.03 NIPLE DE FºGº 1 1/2" und 1.00 25.90 25.90 0.00 S/. - 0.00% 1.00 S/. 25.90 100.00% 1.00 S/. 25.90 100.00% 0.00 S/. - 0.00%02.09 REBOSE Y LIMPIEZA 157.0502.09.01 CONO DE REBOSE PVC Ø 4" X 2" und 1.00 13.75 13.75 0.00 S/. - 0.00% 1.00 S/. 13.75 100.00% 1.00 S/. 13.75 100.00% 0.00 S/. - 0.00%02.09.02 CODO PVC SP 90º X 2" und 1.00 32.74 32.74 0.00 S/. - 0.00% 1.00 S/. 32.74 100.00% 1.00 S/. 32.74 100.00% 0.00 S/. - 0.00%02.09.03 ADAPATADOR UPR DE 2" und 1.00 61.48 61.48 0.00 S/. - 0.00% 1.00 S/. 61.48 100.00% 1.00 S/. 61.48 100.00% 0.00 S/. - 0.00%02.09.04 TUBERIA PVC Ø 2" C- 7.5 und 3.00 16.36 49.08 0.00 S/. - 0.00% 3.00 S/. 49.08 100.00% 3.00 S/. 49.08 100.00% 0.00 S/. - 0.00%02.10 CERCO PERIMETRICO 721.3902.10.01 CERCO PERIMETRICO-ALAMBRE PUAS+POSTES MADERA m 12.00 31.99 383.88 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 12.00 S/. 383.88 100.00%02.10.02 PUERTA PARA CERCO PERIMETRICO und 1.00 337.51 337.51 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 337.51 100.00%03 LINEA DE CONDUCCION (12.61 ml.) 372.4303.01 TRABAJOS PRELIMINARES 28.8803.01.01 LIMPIEZA DE TERRENO MANUAL m2 12.61 1.37 17.28 0.00 S/. - 0.00% 12.61 S/. 17.28 99.98% 12.61 S/. 17.28 99.98% 0.00 S/. - 0.00%03.01.02 TRAZO Y REPLANTEO INICIAL DE LINEA DE CONDUCCION m 12.61 0.92 11.60 0.00 S/. - 0.00% 12.61 S/. 11.60 100.01% 12.61 S/. 11.60 100.01% 0.00 S/. - 0.00%03.02 MOVIMIENTO DE TIERRAS 219.4703.02.01 EXCAVAC. ZANJA (PULSO) P/TUB. - T.NATURAL H:1.00m PROF. m 12.61 8.96 112.99 0.00 S/. - 0.00% 12.61 S/. 112.99 100.00% 12.61 S/. 112.99 100.00% 0.00 S/. - 0.00%03.02.02 NIVELACION Y REFINE DE ZANJA EN T.NATURAL m 12.61 0.90 11.35 0.00 S/. - 0.00% 12.61 S/. 11.35 99.99% 12.61 S/. 11.35 99.99% 0.00 S/. - 0.00%03.02.03 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 12.61 1.16 14.63 0.00 S/. - 0.00% 12.61 S/. 14.63 99.98% 12.61 S/. 14.63 99.98% 0.00 S/. - 0.00%03.02.04 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 M. T-NATURA m 12.61 1.16 14.63 0.00 S/. - 0.00% 12.61 S/. 14.63 99.98% 12.61 S/. 14.63 99.98% 0.00 S/. - 0.00%03.02.05 RELLENO COMP. ZANJA P/TUB - T.NATURAL H:0.60m PROF. C/PLANCHA COMPAC. m 12.62 3.99 50.35 0.00 S/. - 0.00% 12.62 S/. 50.35 100.01% 12.62 S/. 50.35 100.01% 0.00 S/. - 0.00%03.02.06 ELIMINACION DE MATERIAL EXCEDENTE MANUAL (DIST. PROM. 30M) m3 1.51 10.28 15.52 0.00 S/. - 0.00% 1.51 S/. 15.52 100.02% 1.51 S/. 15.52 100.02% 0.00 S/. - 0.00%03.03 SUMINISTRO E INSTALACION DE TUBERIAS Y ACCESORIOS 101.5103.03.01 SUMINISTRO DE TUBERIA PVC Ø 1 1/2" C-10 m 12.61 6.33 79.82 0.00 S/. - 0.00% 12.61 S/. 79.82 100.00% 12.61 S/. 79.82 100.00% 0.00 S/. - 0.00%03.03.02 INSTALACION DE TUBERIA PVC Ø 1 1/2" C-10 m 12.61 1.72 21.69 0.00 S/. - 0.00% 12.61 S/. 21.69 100.00% 12.61 S/. 21.69 100.00% 0.00 S/. - 0.00%03.04 PRUEBA HIDRAULICA Y DESINFECCION 22.5703.04.01 DOBLE PRUEBA HIDRAULICA Y DESINFECCION P/TUBERIAS DE AGUA m 12.61 1.79 22.57 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 12.61 S/. 22.57 100.01%04 RESERVORIO DE 15 M3 10,229.1904.01 TRABAJOS PRELIMINARES 54.2704.01.01 LIMPIEZA DE TERRENO MANUAL m2 23.70 1.37 32.47 0.00 S/. - 0.00% 23.70 S/. 32.47 100.00% 23.70 S/. 32.47 100.00% 0.00 S/. - 0.00%04.01.02 TRAZO Y REPLANTEO INICIAL m2 23.70 0.92 21.80 0.00 S/. - 0.00% 23.70 S/. 21.80 100.02% 23.70 S/. 21.80 100.02% 0.00 S/. - 0.00%04..02 MOVIMIENTO DE TIERRAS 159.1404.02.01 EXCAVACION MANUAL EN T-NATURAL m3 3.51 13.44 47.17 0.00 S/. - 0.00% 3.51 S/. 47.17 100.01% 3.51 S/. 47.17 100.01% 0.00 S/. - 0.00%04.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 11.71 5.38 63.00 0.00 S/. - 0.00% 11.71 S/. 63.00 100.00% 11.71 S/. 63.00 100.00% 0.00 S/. - 0.00%04.02.03 RELLENO Y COMPACTACION PARA ZANJA- T.NATURAL m3 0.40 26.57 10.63 0.00 S/. - 0.00% 0.40 S/. 10.63 99.98% 0.40 S/. 10.63 99.98% 0.00 S/. - 0.00%04.02.04 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 3.73 10.28 38.34 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 3.73 S/. 38.34 100.01%04.03 OBRAS DE CONCRETO ARMADO 4,101.4904.03.01 LOSA DE FONDO 1,141.4504.03.01.01 CONCRETO F'c=210 Kg/cm2 P/LOSA DE FONDO m3 2.21 321.09 709.61 0.00 S/. - 0.00% 2.21 S/. 709.61 100.00% 2.21 S/. 709.61 100.00% 0.00 S/. - 0.00%04.03.01.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 77.95 5.54 431.84 0.00 S/. - 0.00% 77.95 S/. 431.84 100.00% 77.95 S/. 431.84 100.00% 0.00 S/. - 0.00%04.03.02 MUROS LATERALES 2,960.0404.03.02.01 CONCRETO F'c=210 Kg/cm2 P/MUROS LATERALES m3 2.68 321.09 860.52 0.00 S/. - 0.00% 2.68 S/. 860.52 100.00% 2.68 S/. 860.52 100.00% 0.00 S/. - 0.00%04.03.02.02 ENCOFRADO Y DESENCOFRADO P/MUROS LATERALES m2 35.69 23.46 837.29 0.00 S/. - 0.00% 35.69 S/. 837.29 100.00% 35.69 S/. 837.29 100.00% 0.00 S/. - 0.00%04.03.02.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 227.84 5.54 1,262.23 0.00 S/. - 0.00% 227.84 S/. 1,262.23 100.00% 227.84 S/. 1,262.23 100.00% 0.00 S/. - 0.00%04.04 TECHO MACIZO 814.6604.04.03.01 CONCRETO F'c=210 Kg/cm2 P/TECHO MACIZO m3 1.09 321.09 349.99 0.00 S/. - 0.00% 1.09 S/. 349.99 100.00% 1.09 S/. 349.99 100.00% 0.00 S/. - 0.00%04.04.03.02 ENCOFRADO Y DESENCOFRADO P/TECHO MACIZO m2 1.09 23.46 25.57 0.00 S/. - 0.00% 1.09 S/. 25.57 100.01% 1.09 S/. 25.57 100.01% 0.00 S/. - 0.00%04.04.03.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 79.26 5.54 439.10 0.00 S/. - 0.00% 79.26 S/. 439.10 100.00% 79.26 S/. 439.10 100.00% 0.00 S/. - 0.00%04.05 OBRAS DE CONCRETO ARMADO P/CASETA DE VALVULAS 300.4104.05.01 CONCRETO F'c=210 Kg/cm2 P/CASETA DE VALVULA m3 0.31 321.09 99.54 0.00 S/. - 0.00% 0.31 S/. 99.54 100.00% 0.31 S/. 99.54 100.00% 0.00 S/. - 0.00%04.05.02 ENCOFRADO Y DESENCOFRADO P/CASETA DE VALVULA m2 4.12 23.46 96.66 0.00 S/. - 0.00% 4.12 S/. 96.66 100.00% 4.12 S/. 96.66 100.00% 0.00 S/. - 0.00%04.05.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 18.81 5.54 104.21 0.00 S/. - 0.00% 18.81 S/. 104.21 100.00% 18.81 S/. 104.21 100.00% 0.00 S/. - 0.00%04.06 REVOQUES Y ENLUCIDOS 1,249.3504.06.01 TARRAJEO P/MUROS INTERIORES DE RESERVORIO C/IMPERMEABILIZANTE m2 20.44 28.86 589.90 0.00 S/. - 0.00% 20.44 S/. 589.90 100.00% 20.44 S/. 589.90 100.00% 0.00 S/. - 0.00%04.06.02 TARRAJEO EXTERIOR C/MORTERO 1:5 PARA RESERVORIO m2 22.85 28.86 659.45 0.00 S/. - 0.00% 22.85 S/. 659.45 100.00% 22.85 S/. 659.45 100.00% 0.00 S/. - 0.00%04.07 CIELORRASOS 230.3004.07.01 TARRAJEO INTERIOR P/CIELORRASO m2 7.98 28.86 230.30 0.00 S/. - 0.00% 7.98 S/. 230.30 100.00% 7.98 S/. 230.30 100.00% 0.00 S/. - 0.00%





Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %04.08 PINTURA 257.3204.08.01 PINTURA P/MURO EXTERIOR BAJO CON LATEX (2 MANOS) m2 35.64 7.22 257.32 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 35.64 S/. 257.32 100.00%04.09 INSTALACION DE TUBERIAS, VALVULAS Y ACCESORIOS 1,379.7304.09.01 CAJA DE VALVULA - ENTRADA 862.5804.09.01.01 VALVULAS Y ACCESORIOS DE ENTRADA Ø 1 1/2" und 2.00 411.09 822.18 0.00 S/. - 0.00% 2.00 S/. 822.18 100.00% 2.00 S/. 822.18 100.00% 0.00 S/. - 0.00%04.09.01.02 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 10.00 4.04 40.40 0.00 S/. - 0.00% 10.00 S/. 40.40 100.00% 10.00 S/. 40.40 100.00% 0.00 S/. - 0.00%04.09.02 CAJA DE VALVULA - SALIDA 517.1504.09.02.01 VALVULAS Y ACCESORIOS DE SALIDA Ø 1 1/2" und 1.00 476.75 476.75 0.00 S/. - 0.00% 1.00 S/. 476.75 100.00% 1.00 S/. 476.75 100.00% 0.00 S/. - 0.00%04.09.02.02 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 10.00 4.04 40.40 0.00 S/. - 0.00% 10.00 S/. 40.40 100.00% 10.00 S/. 40.40 100.00% 0.00 S/. - 0.00%04.10 SOPORTE PARA HIPOCLORADOR DE FLUJO DIFUSO 214.4904.10.01 PLATINAS "L" 0.20 x 0.03m und 1.00 79.23 79.23 0.00 S/. - 0.00% 1.00 S/. 79.23 100.00% 1.00 S/. 79.23 100.00% 0.00 S/. - 0.00%04.10.02 HIPOCLORADOR pza 1.00 135.26 135.26 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 135.26 100.00%04.11 VENTILACION 133.4404.11.01 CODO VENTILACION Fo Go Ø 2" und 8.00 16.68 133.44 0.00 S/. - 0.00% 8.00 S/. 133.44 100.00% 8.00 S/. 133.44 100.00% 0.00 S/. - 0.00%04.12 VARIOS 374.5504.12.01 MARCO Y TAPA METALICA 0.60x0.60m und 1.00 97.41 97.41 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 97.41 100.00%04.12.02 LIMPIEZA DE TERRENO FINAL m2 47.40 1.37 64.94 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 47.40 S/. 64.94 100.00%04.12.03 ESCALERA DE GATO ml 2.50 84.88 212.20 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.50 S/. 212.20 100.00%04.13 CERCO PERIMETRICO 960.0404.13.01 CERCO PERIMETRICO-ALAMBRE PUAS+POSTES MADERA m 19.46 31.99 622.53 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 19.46 S/. 622.53 100.00%04.13.02 PUERTA PARA CERCO PERIMETRICO und 1.00 337.51 337.51 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 337.51 100.00%05 CAMARA ROMPE PRESION T7 24,690.065.01 TRABAJOS PRELIMINARES 58.0505.01.01 LIMPIEZA DE TERRENO MANUAL m2 25.35 1.37 34.73 0.00 S/. - 0.00% 25.35 S/. 34.73 100.00% 25.35 S/. 34.73 100.00% 0.00 S/. - 0.00%05.01.02 TRAZO Y REPLANTEO INICIAL m2 25.35 0.92 23.32 0.00 S/. - 0.00% 25.35 S/. 23.32 100.01% 25.35 S/. 23.32 100.01% 0.00 S/. - 0.00%05.02 MOVIMIENTO DE TIERRAS 511.5505.02.01 EXCAVACION MANUAL EN T-NATURAL m3 11.41 13.44 153.35 0.00 S/. - 0.00% 11.41 S/. 153.35 100.00% 11.41 S/. 153.35 100.00% 0.00 S/. - 0.00%05.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 25.35 5.38 136.38 0.00 S/. - 0.00% 25.35 S/. 136.38 100.00% 25.35 S/. 136.38 100.00% 0.00 S/. - 0.00%05.02.03 RELLENO Y COMPACTACION EN ZONA DE CORTE T.NATURAL m3 5.07 26.57 134.71 0.00 S/. - 0.00% 5.07 S/. 134.71 100.00% 5.07 S/. 134.71 100.00% 0.00 S/. - 0.00%05.02.04 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 7.61 10.28 78.23 0.00 S/. - 0.00% 7.61 S/. 78.23 100.00% 7.61 S/. 78.23 100.00% 0.00 S/. - 0.00%05.02.05 RELLENO CON GRAVILLA 1/2"-3/4" m3 0.10 88.79 8.88 0.00 S/. - 0.00% 0.10 S/. 8.88 99.99% 0.10 S/. 8.88 99.99% 0.00 S/. - 0.00%05.03 OBRAS DE CONCRETO SIMPLE 3,205.7605.03.01 SOLADO F'c=140 Kg/cm2 E=2" m2 25.35 126.46 3,205.76 0.00 S/. - 0.00% 25.35 S/. 3,205.76 100.00% 25.35 S/. 3,205.76 100.00% 0.00 S/. - 0.00%05.04 OBRAS DE CONCRETO ARMADO 13,326.2505.04.01 LOSA DE FONDO 2,021.7505.04.01.01 CONCRETO F'c=175 Kg/cm2 P/LOSA DE FONDO m3 3.22 347.14 1,117.79 0.00 S/. - 0.00% 3.22 S/. 1,117.79 100.00% 3.22 S/. 1,117.79 100.00% 0.00 S/. - 0.00%05.04.01.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 163.17 5.54 903.96 0.00 S/. - 0.00% 163.17 S/. 903.96 100.00% 163.17 S/. 903.96 100.00% 0.00 S/. - 0.00%05.04.02 MUROS LATERALES 9,676.2705.04.02.01 CONCRETO F'c=175 Kg/cm2 P/MUROS LATERALES m3 10.39 347.14 3,606.78 0.00 S/. - 0.00% 10.39 S/. 3,606.78 100.00% 10.39 S/. 3,606.78 100.00% 0.00 S/. - 0.00%05.04.02.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 163.28 23.46 3,830.55 0.00 S/. - 0.00% 163.28 S/. 3,830.55 100.00% 163.28 S/. 3,830.55 100.00% 0.00 S/. - 0.00%05.04.02.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 404.14 5.54 2,238.94 0.00 S/. - 0.00% 404.14 S/. 2,238.94 100.00% 404.14 S/. 2,238.94 100.00% 0.00 S/. - 0.00%05.04.03 TECHOS 1,628.2305.04.03.01 CONCRETO F'c=175 Kg/cm2 P/TECHO m3 1.68 347.14 583.20 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.68 S/. 583.20 100.00%05.04.03.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 16.77 23.46 393.42 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 16.77 S/. 393.42 100.00%05.04.03.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 117.62 5.54 651.61 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 117.62 S/. 651.61 100.00%05.05 REVOQUES Y ENLUCIDOS 4,363.3505.05.02 TARRAJEO P/MUROS INTERIORES C/IMPERMEABILIZANTE m2 66.82 28.86 1,928.43 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 66.82 S/. 1,928.43 100.00%05.05.03 TARRAJEO EXTERIOR C/MORTERO 1:5 m2 84.37 28.86 2,434.92 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 84.37 S/. 2,434.92 100.00%05.06 PINTURA 609.1505.06.01 PINTURA P/MURO EXTERIOR BAJO CON LATEX (2 MANOS) m2 84.37 7.22 609.15 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 84.37 S/. 609.15 100.00%05.07 SUMINISTRO E INSTALACION DE VALVULAS Y ACCESORIOS 1,641.8505.07.01 INGRESO 786.6505.07.01.01 VALVULA COMPUERTA DE BRONCE DE 1 1/2" und 5.00 79.41 397.05 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 397.05 100.00%05.07.01.02 NIPLE DE FºGº 1 1/2" und 10.00 17.11 171.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.00 S/. 171.10 100.00%05.07.01.03 CODO PVC SP 90ºx 1 1/2" und 5.00 9.48 47.40 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 47.40 100.00%05.07.01.04 UNION UNIVERSAL DE FºGº 1 1/2" und 10.00 17.11 171.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.00 S/. 171.10 100.00%05.07.02 SALIDA 234.6505.07.02.01 CANASTILLA DE PVC Ø 2" pza 5.00 29.82 149.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 149.10 100.00%05.07.02.02 UNION UNIVERSAL DE FºGº 1 1/2" und 5.00 17.11 85.55 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 85.55 100.00%05.07.03 LIMPIEZA Y REBOSE 537.1505.07.03.01 CONO DE REBOSE PVC 110mm x 63mm und 5.00 17.11 85.55 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 85.55 100.00%05.07.03.02 TAPON MACHO PVC SP 63mm und 5.00 10.11 50.55 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 50.55 100.00%05.07.03.03 TEE PVC SP 63mm und 5.00 9.46 47.30 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 47.30 100.00%05.07.03.04 UNION SIMPLE PVC SP 63mm pza 5.00 29.82 149.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 149.10 100.00%05.07.03.05 CODO PVC SP 90º x 63mm und 5.00 8.21 41.05 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 41.05 100.00%05.07.03.06 TUBERIA PVC ISO 4422, 63MM C-7.5 m 10.00 16.36 163.60 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.00 S/. 163.60 100.00%05.07.04 VENTILACION 83.4005.07.04.01 CODO FoGo 90ºx2" und 5.00 16.68 83.40 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.00 S/. 83.40 100.00%05.08 VARIOS 974.1005.08.01 MARCO Y TAPA METALICA 0.60x0.60m und 10.00 97.41 974.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.00 S/. 974.10 100.00%06 REDES DE AGUA POTABLE (4165.70 ML) 116,848.9006.01 TRABAJOS PRELIMINARES 3,815.7806.01.01 LIMPIEZA DE TERRENO MANUAL m2 1,666.28 1.37 2,282.80 0.00 S/. - 0.00% 1,666.28 S/. 2,282.80 100.00% 1,666.28 S/. 2,282.80 100.00% 0.00 S/. - 0.00%06.01.02 TRAZO Y REPLANTEO INICIAL DE LINEAS Y REDES DE AGUA POTABLE m2 1,666.28 0.92 1,532.98 0.00 S/. - 0.00% 1,666.28 S/. 1,532.98 100.00% 1,666.28 S/. 1,532.98 100.00% 0.00 S/. - 0.00%06.02 MOVIMIENTO DE TIERRAS 82,699.9506.02.01 EXCAVAC. ZANJA (PULSO) P/TUB. - T.NATURAL H:1.00m PROF. m 4,165.70 8.96 37,324.67 0.00 S/. - 0.00% 3,155.70 S/. 28,275.07 75.75% 3,155.70 S/. 28,275.07 75.75% 1,010.00 S/. 9,049.60 24.25%06.02.02 EXCAVAC. ZANJA (PULSO) P/TUB. - T.ROCA H:1.00m PROF. m 73.44 96.93 7,118.54 0.00 S/. - 0.00% 73.44 S/. 7,118.54 100.00% 73.44 S/. 7,118.54 100.00% 0.00 S/. - 0.00%06.02.03 NIVELACION Y REFINE DE ZANJA EN T.NATURAL m 4,165.70 0.90 3,749.13 0.00 S/. - 0.00% 3,155.70 S/. 2,840.13 75.75% 3,155.70 S/. 2,840.13 75.75% 1,010.00 S/. 909.00 24.25%06.02.04 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 4,165.70 1.16 4,832.21 0.00 S/. - 0.00% 3,155.70 S/. 3,660.61 75.75% 3,155.70 S/. 3,660.61 75.75% 1,010.00 S/. 1,171.60 24.25%06.02.05 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 - T. NATURAL m 4,165.70 1.16 4,832.21 0.00 S/. - 0.00% 3,155.70 S/. 3,660.61 75.75% 3,155.70 S/. 3,660.61 75.75% 1,010.00 S/. 1,171.60 24.25%06.02.06 RELLENO COMP. ZANJA P/TUB - T.NATURAL H:1.00m PROF. C/PISON MANUAL m 4,165.70 3.99 16,621.14 0.00 S/. - 0.00% 3,155.70 S/. 12,591.24 75.75% 3,155.70 S/. 12,591.24 75.75% 1,010.00 S/. 4,029.90 24.25%06.02.07 ELIMINACION DE MATERIAL EXCEDENTE MANUAL (DIST. PROM. 30M) m3 799.81 10.28 8,222.05 0.00 S/. - 0.00% 607.86 S/. 6,248.76 76.00% 607.86 S/. 6,248.76 76.00% 191.95 S/. 1,973.29 24.00%06.03 SUMINISTRO E INSTALACION DE TUBERIAS 15,795.0906.03.01 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 165.91 6.24 1,035.28 0.00 S/. - 0.00% 165.91 S/. 1,035.28 100.00% 165.91 S/. 1,035.28 100.00% 0.00 S/. - 0.00%06.03.01 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1" C-10 m 2,667.09 4.04 10,775.04 0.00 S/. - 0.00% 2,392.09 S/. 9,664.04 89.69% 2,392.09 S/. 9,664.04 89.69% 275.00 S/. 1,111.00 10.31%06.03.02 SUMINISTRO E INSTALACION DE TUBERIA PVC DN 3/4" C-10 m 1,332.70 2.99 3,984.77 0.00 S/. - 0.00% 1,052.70 S/. 3,147.57 78.99% 1,052.70 S/. 3,147.57 78.99% 280.00 S/. 837.20 21.01%06.04 SUMINISTRO E INSTALACION DE ACCESORIOS 5,430.0906.04.01 TEE DE P.V.C DIAMETRO 38 X 38 MM. (1 1/2" X 1 1/2") und 2.00 14.64 29.28 0.00 S/. - 0.00% 2.00 S/. 29.28 100.00% 2.00 S/. 29.28 100.00% 0.00 S/. - 0.00%06.04.02 CODO DE 45° DE P.V.C DIAMETRO 38 MM. (1 1/2") und 2.00 11.25 22.50 0.00 S/. - 0.00% 2.00 S/. 22.50 100.00% 2.00 S/. 22.50 100.00% 0.00 S/. - 0.00%06.04.03 REDUCCION ESPIGA DE P.V.C DIAMETRO 25 X 38 MM. (1" X 1 1/2") und 2.00 11.67 23.34 0.00 S/. - 0.00% 2.00 S/. 23.34 100.00% 2.00 S/. 23.34 100.00% 0.00 S/. - 0.00%06.04.04 REDUCCION ESPIGA DE P.V.C DIAMETRO 13 X 25 MM. (1/2" X 1 ") und 30.00 11.67 350.10 0.00 S/. - 0.00% 13.00 S/. 151.71 43.33% 13.00 S/. 151.71 43.33% 17.00 S/. 198.39 56.67%06.04.05 REDUCCION ESPIGA DE P.V.C DIAMETRO 19 X 38 MM. (3/4" X 1 1/2 ") und 3.00 11.93 35.79 0.00 S/. - 0.00% 3.00 S/. 35.79 100.00% 3.00 S/. 35.79 100.00% 0.00 S/. - 0.00%06.04.06 REDUCCION ESPIGA DE P.V.C DIAMETRO 19 X 25 MM. (3/4" X 1 ") und 15.00 11.13 166.95 0.00 S/. - 0.00% 6.00 S/. 66.78 40.00% 6.00 S/. 66.78 40.00% 9.00 S/. 100.17 60.00%





Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %06.04.07 REDUCCION ESPIGA DE P.V.C DIAMETRO 13 X 19 MM. (1/2" X 3/4"). und 44.00 11.67 513.48 0.00 S/. - 0.00% 12.00 S/. 140.04 27.27% 12.00 S/. 140.04 27.27% 32.00 S/. 373.44 72.73%06.04.08 ADAPTADOR DE P.V.C DIAMETRO 25 MM. (1 ") und 13.00 12.63 164.19 0.00 S/. - 0.00% 10.00 S/. 126.30 76.92% 10.00 S/. 126.30 76.92% 3.00 S/. 37.89 23.08%06.04.09 TEE DE P.V.C DIAMETRO 25 X 25 MM. (1" X 1") und 44.00 12.10 532.40 0.00 S/. - 0.00% 32.00 S/. 387.20 72.73% 32.00 S/. 387.20 72.73% 12.00 S/. 145.20 27.27%06.04.10 CODO DE 22.5° DE P.V.C DIAMETRO 25 MM. (1") und 4.00 10.33 41.32 0.00 S/. - 0.00% 4.00 S/. 41.32 100.00% 4.00 S/. 41.32 100.00% 0.00 S/. - 0.00%06.04.11 CODO DE 90° DE P.V.C DIAMETRO 25 MM. (1") und 3.00 11.25 33.75 0.00 S/. - 0.00% 3.00 S/. 33.75 100.00% 3.00 S/. 33.75 100.00% 0.00 S/. - 0.00%06.04.12 CODO DE 45° DE P.V.C DIAMETRO 25 MM. (1") und 12.00 10.33 123.96 0.00 S/. - 0.00% 10.00 S/. 103.30 83.33% 10.00 S/. 103.30 83.33% 2.00 S/. 20.66 16.67%06.04.13 CODO DE 45° DE P.V.C DIAMETRO 19 MM. (3/4"). und 6.00 9.73 58.38 0.00 S/. - 0.00% 6.00 S/. 58.38 100.00% 6.00 S/. 58.38 100.00% 0.00 S/. - 0.00%06.04.14 TEE DE P.V.C DIAMETRO 19 X 19 MM. (3/4" X 3/4") und 32.00 10.82 346.24 0.00 S/. - 0.00% 11.00 S/. 119.02 34.38% 11.00 S/. 119.02 34.38% 21.00 S/. 227.22 65.63%06.04.15 CONCRETO F'C=140 KG/CM2 PARA ANCLAJES Y/O DADOS m3 13.25 225.54 2,988.41 0.00 S/. - 0.00% 13.25 S/. 2,988.41 100.00% 13.25 S/. 2,988.41 100.00% 0.00 S/. - 0.00%06.05 PRUEBA HIDRAULICA Y DESINFECCION 9,107.9906.05.01 m 5,088.26 1.79 9,107.99 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5,088.26 S/. 9,107.99 100.00%07 CAJAS DE VALVULAS 10,287.2007.01 TRABAJOS PRELIMINARES 14.0107.01.01 LIMPIEZA DE TERRENO MANUAL m2 6.12 1.37 8.38 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 6.12 S/. 8.38 100.05%07.01.02 TRAZO Y REPLANTEO INICIAL m2 6.12 0.92 5.63 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 6.12 S/. 5.63 100.01%07.02 MOVIMIENTO DE TIERRAS 160.1607.02.01 EXCAVACION MANUAL EN T-NATURAL m3 3.67 13.44 49.32 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 3.67 S/. 49.32 100.01%07.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 6.12 5.38 32.93 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 6.12 S/. 32.93 99.99%07.02.03 RELLENO Y COMPACTACION EN ZONA DE CORTE T.NATURAL m3 0.61 26.57 16.21 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.61 S/. 16.21 99.99%07.02.04 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 3.67 10.28 37.73 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 3.67 S/. 37.73 99.99%07.02.05 RELLENO CON GRAVILLA 1/2"-3/4" m3 0.27 88.79 23.97 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.27 S/. 23.97 100.01%07.03 OBRAS DE CONCRETO SIMPLE 1,331.5707.03.01 MUROS LATERALES 1,331.5707.03.01.01 CONCRETO F'c=175 Kg/cm2 P/MUROS LATERALES m3 1.63 347.14 565.84 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.63 S/. 565.84 100.00%07.03.01.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 32.64 23.46 765.73 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 32.64 S/. 765.73 100.00%07.04 REVOQUES Y ENLUCIDOS 785.0007.04.02 TARRAJEO P/MUROS INTERIORES C/IMPERMEABILIZANTE m2 10.88 28.86 314.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.88 S/. 314.00 100.00%07.04.03 TARRAJEO EXTERIOR C/MORTERO 1:5 m2 16.32 28.86 471.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 16.32 S/. 471.00 100.00%07.05 SUMINISTRO E INSTALACION DE VALVULAS Y ACCESORIOS 6,340.4907.05.01 VALVULA COMPUERTA DE BRONCE DE 3/4" und 17.00 79.41 1,349.97 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 1,349.97 100.00%07.05.02 VALVULA COMPUERTA DE BRONCE DE 3/4" und 17.00 79.41 1,349.97 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 1,349.97 100.00%07.05.03 VALVULA CONTROL DE PRESION DE 3/4" und 17.00 177.67 3,020.39 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 3,020.39 100.00%07.05.04 TEE PVC SP 1"x1" und 17.00 9.46 160.82 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 160.82 100.00%07.05.05 TEE PVC SP 3/4"x3/4" und 17.00 9.46 160.82 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 160.82 100.00%07.05.06 CODO DE 3/4" X 90º und 34.00 8.78 298.52 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 34.00 S/. 298.52 100.00%07.06 VARIOS 1,655.9707.06.01 MARCO Y TAPA METALICA 0.40x0.40m und 17.00 97.41 1,655.97 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.00 S/. 1,655.97 100.00%08 CONEXIONES DOMICILIARIAS DE AGUA 53,773.4608.01 TRABAJOS PRELIMINARES 323.7608.01.01 LIMPIEZA DE TERRENO MANUAL m2 141.38 1.37 193.69 0.00 S/. - 0.00% 84.83 S/. 116.21 60.00% 84.83 S/. 116.21 60.00% 56.55 S/. 77.48 40.00%08.01.02 TRAZO Y REPLANTEO INICIAL m2 141.38 0.92 130.07 0.00 S/. - 0.00% 84.83 S/. 78.04 60.00% 84.83 S/. 78.04 60.00% 56.55 S/. 52.03 40.00%08.02 MOVIMIENTO DE TIERRAS 22,960.7008.02.01 EXCAVAC. MANUAL - T. NORMAL m3 112.50 9.40 1,057.50 0.00 S/. - 0.00% 67.50 S/. 634.50 60.00% 67.50 S/. 634.50 60.00% 45.00 S/. 423.00 40.00%08.02.02 EXCAVAC. ZANJA (PULSO) P/TUB. - T. NATURAL H:1.00m PROF. m 300.00 9.40 2,820.00 0.00 S/. - 0.00% 180.00 S/. 1,692.00 60.00% 180.00 S/. 1,692.00 60.00% 120.00 S/. 1,128.00 40.00%08.02.03 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 300.00 1.16 348.00 0.00 S/. - 0.00% 180.00 S/. 208.80 60.00% 180.00 S/. 208.80 60.00% 120.00 S/. 139.20 40.00%08.02.04 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 M. - T.NATURAL m 300.00 1.16 348.00 0.00 S/. - 0.00% 180.00 S/. 208.80 60.00% 180.00 S/. 208.80 60.00% 120.00 S/. 139.20 40.00%08.02.05 RELLENO COMP. ZANJA P/TUB - T.NORMAL H:1.00m PROF. m 300.00 3.99 1,197.00 0.00 S/. - 0.00% 180.00 S/. 718.20 60.00% 180.00 S/. 718.20 60.00% 120.00 S/. 478.80 40.00%08.02.06 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 90.00 10.28 925.20 0.00 S/. - 0.00% 54.00 S/. 555.12 60.00% 54.00 S/. 555.12 60.00% 36.00 S/. 370.08 40.00%08.02.07 RELLENO CON GRAVA PARA POZO PERCOLADOR m3 112.15 93.59 10,496.12 0.00 S/. - 0.00% 67.29 S/. 6,297.67 60.00% 67.29 S/. 6,297.67 60.00% 44.86 S/. 4,198.45 40.00%08.02.08 ASENTADO CON MAMPOSTERIA DE PIEDRA MEZCLA 1:5 = 70 % PM. m3 31.20 184.90 5,768.88 0.00 S/. - 0.00% 18.72 S/. 3,461.33 60.00% 18.72 S/. 3,461.33 60.00% 12.48 S/. 2,307.55 40.00%08.03 INSTALACION DE CONEXIONES DOMICILIARIAS 19,711.5008.03.01 SUMINISTRO DE TUBERIA PVC DN 1/2" C-10 m 300.00 1.77 531.00 0.00 S/. - 0.00% 180.00 S/. 318.60 60.00% 180.00 S/. 318.60 60.00% 120.00 S/. 212.40 40.00%08.03.02 INSTALACION DE TUBERIA PVC DN 1/2" C-10 m 300.00 0.68 204.00 0.00 S/. - 0.00% 180.00 S/. 122.40 60.00% 180.00 S/. 122.40 60.00% 120.00 S/. 81.60 40.00%08.03.03 REDUCCION DE 3/4" A 1/2" und 75.00 8.87 665.25 0.00 S/. - 0.00% 45.00 S/. 399.15 60.00% 45.00 S/. 399.15 60.00% 30.00 S/. 266.10 40.00%08.03.04 CODO PVC SP 90º x 1/2" und 225.00 8.21 1,847.25 0.00 S/. - 0.00% 135.00 S/. 1,108.35 60.00% 135.00 S/. 1,108.35 60.00% 90.00 S/. 738.90 40.00%08.03.05 CODO PVC SP 45º x 1/2" und 300.00 8.21 2,463.00 0.00 S/. - 0.00% 180.00 S/. 1,477.80 60.00% 180.00 S/. 1,477.80 60.00% 120.00 S/. 985.20 40.00%08.03.06 ADAPTADOR UPR PVC 1/2" und 225.00 9.32 2,097.00 0.00 S/. - 0.00% 135.00 S/. 1,258.20 60.00% 135.00 S/. 1,258.20 60.00% 90.00 S/. 838.80 40.00%08.03.07 GRIFO DE BRONCE Ø 1/2" und 75.00 15.63 1,172.25 0.00 S/. - 0.00% 45.00 S/. 703.35 60.00% 45.00 S/. 703.35 60.00% 30.00 S/. 468.90 40.00%08.03.08 VALVULA DE PASO TERMOPLASTICA Ø 1/2" und 75.00 27.39 2,054.25 0.00 S/. - 0.00% 45.00 S/. 1,232.55 60.00% 45.00 S/. 1,232.55 60.00% 30.00 S/. 821.70 40.00%08.03.09 CAJA DE CONCRETO P/AGUA C/TAPA TERMOPLASTICA pza 75.00 74.96 5,622.00 0.00 S/. - 0.00% 45.00 S/. 3,373.20 60.00% 45.00 S/. 3,373.20 60.00% 30.00 S/. 2,248.80 40.00%08.03.10 SUMIDERO DE BRONCE Ø 2" pza 75.00 13.48 1,011.00 0.00 S/. - 0.00% 45.00 S/. 606.60 60.00% 45.00 S/. 606.60 60.00% 30.00 S/. 404.40 40.00%08.03.11 CODO DE 90" DE P.V.C. SAL Ø 2" pza 150.00 13.63 2,044.50 0.00 S/. - 0.00% 90.00 S/. 1,226.70 60.00% 90.00 S/. 1,226.70 60.00% 60.00 S/. 817.80 40.00%08.04 LAVADERO DE GRANITO PREFABRICADO 10,777.5008.04.01 LAVADERO DE GRANITO PREFABRICADO und 75.00 143.70 10,777.50 0.00 S/. - 0.00% 45.00 S/. 6,466.50 60.00% 45.00 S/. 6,466.50 60.00% 30.00 S/. 4,311.00 40.00%09 PASE AEREO L=10.00 MTS 7,067.0609.01 TRABAJOS PRELIMINARES 28.8509.01.01 LIMPIEZA DE TERRENO MANUAL m2 12.60 1.37 17.26 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 12.60 S/. 17.26 100.01%09.01.02 TRAZO Y REPLANTEO INICIAL m2 12.60 0.92 11.59 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 12.60 S/. 11.59 100.02%09.02 MOVIMIENTO DE TIERRAS 127.8509.02.01 EXCAVAC. MANUAL - T. NORMAL m 6.91 9.40 64.95 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 6.91 S/. 64.95 100.01%09.02.02 RELLENO C/MATERIAL PROPIO ZARANDEADO e=0.30m - T.NATURAL m 2.21 1.16 2.56 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.21 S/. 2.56 100.14%09.02.03 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 5.87 10.28 60.34 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 5.87 S/. 60.34 100.01%09.03 OBRAS DE CONCRETO SIMPLE 799.7709.03.01 CONCRETO F'c=175 Kg/cm2 m3 2.18 347.14 756.77 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.18 S/. 756.77 100.00%09.03.02 SOLADO F'c=140 Kg/cm2 E=2" m2 0.34 126.46 43.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.34 S/. 43.00 99.99%09.04 OBRAS DE CONCRETO ARMADO 2,264.1509.04.01 CONCRETO F'c=210 Kg/cm2 m3 4.00 321.09 1,284.36 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 4.00 S/. 1,284.36 100.00%09.04.02 ENCOFRADO Y DESENCOFRADO m2 2.80 23.46 65.69 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.80 S/. 65.69 100.00%09.04.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 165.00 5.54 914.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 165.00 S/. 914.10 100.00%09.05 REVESTIMIENTOS 520.4609.05.01 TARRAJEO MEZCLA 1:5 m2 11.20 46.47 520.46 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 11.20 S/. 520.46 100.00%09.06 ACCESORIOS 3,325.9809.06.01 CABLE TIPO BOA m 13.00 20.21 262.73 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 13.00 S/. 262.73 100.00%09.06.02 PENDOLA DE FIERRO LISO 3/8" m 10.00 39.16 391.60 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.00 S/. 391.60 100.00%09.06.03 VARILLA DE ANCLAJE 5/8" m 7.70 35.80 275.66 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 7.70 S/. 275.66 100.00%09.06.04 SUMINISTRO E INSTALACION DE ACCESORIOS DE PASE AEREO GLB 1.00 36.91 36.91 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 36.91 100.00%09.06.05 ARANCELA CUADRADA EN CAMARA DE ANCLAJE und 1.00 20.10 20.10 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1.00 S/. 20.10 100.00%09.06.06 GRILLETE DE FºGº DE 1/2" PARA PENDOLA und 13.00 20.28 263.64 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 13.00 S/. 263.64 100.00%09.06.07 TEMPLADOR DE 3/8" und 2.00 102.94 205.88 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.00 S/. 205.88 100.00%09.06.08 PLACA CIRCULAR und 2.00 830.74 1,661.48 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.00 S/. 1,661.48 100.00%09.06.09 MACIZO METALICO 1" (L=20 CM) und 2.00 103.99 207.98 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 2.00 S/. 207.98 100.00%

10 VARIOS 4,084.5310.01 DISEÑO DE MEZCLAS GLB 3.00 357.41 1,072.23 0.00 S/. - 0.00% 3.00 S/. 1,072.23 100.00% 3.00 S/. 1,072.23 100.00% 0.00 S/. - 0.00%

DOBLE PRUEBA HIDRAULICA Y DESINFECCION P/TUBERIAS DE AGUA DN <= 11/2"





Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %10.02 ROTURA DE PROBETAS DE CONCRETO und 27.00 59.90 1,617.30 0.00 S/. - 0.00% 11.00 S/. 658.90 40.74% 11.00 S/. 658.90 40.74% 16.00 S/. 958.40 59.26%10.03 CINTA PLASTICA P/SEÑALIZACION DE LIMITE DE SEGURIDAD DE OBRA m 900.00 1.55 1,395.00 0.00 S/. - 0.00% 800.00 S/. 1,240.00 88.89% 800.00 S/. 1,240.00 88.89% 100.00 S/. 155.00 11.11%

COSTO DIRECTO 245,846.96 S/. - 0.00% S/. 156,769.55 63.77% S/. 156,769.55 63.77% S/. 88,091.39 35.83%

VALORIZACION DE OBRA N°01 - LETRINAS




Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %11 LETRINAS DE HOYO SECO 79,970.52

11.01 TRABAJOS PRELIMINARES 646.33 11.01.01 LIMPIEZA DE TERRENO MANUAL m2 282.24 1.37 386.67 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 282.24 S/. 386.67 100.00%11.01.02 TRAZO Y REPLANTEO INICIAL m2 282.24 0.92 259.66 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 282.24 S/. 259.66 100.00%

11.02 MOVIMIENTO DE TIERRAS 14,840.18 11.02.01 EXCAVACION MANUAL EN T-NATURAL m3 564.48 13.44 7,586.61 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 564.48 S/. 7,586.61 100.00%11.02.02 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 705.60 10.28 7,253.57 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 705.60 S/. 7,253.57 100.00%

11.03 OBRAS DE CONCRETO 5,759.56 11.03.01 LETRINA 5,759.56 11.03.01.01 CONCRETO F'C=140 KG/CM2, EN LOSA DE LETRINA m3 10.80 225.54 2,435.83 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 10.80 S/. 2,435.83 100.00%11.03.01.02 CONCRETO CICLOPEO FC=140 KG/CM2 + 70 % PM. m3 17.64 188.42 3,323.73 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 17.64 S/. 3,323.73 100.00%

11.04 MUROS LATERALES 28,878.48 11.04.01 MADERA QUINILLA 1/4" x 4" p2 1,353.00 6.02 8,145.06 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 1,353.00 S/. 8,145.06 100.00%11.04.02 BASTIDOR DE MADERA PARA LETRINAS p2 3,301.50 6.28 20,733.42 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 3,301.50 S/. 20,733.42 100.00%

11.05 COBERTURA 11,809.43 11.05.01 COBERTURA CON CALAMINA GALVANIZADA m2 175.57 10.85 1,904.93 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 175.57 S/. 1,904.93 100.00%11.05.02 VIGA DE MADERA DE 2" x 2" -5' und 150.00 23.20 3,480.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 150.00 S/. 3,480.00 100.00%11.05.03 LISTON DE MADERA 2" x 2" x1.5' und 150.00 8.03 1,204.50 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 150.00 S/. 1,204.50 100.00%11.05.04 CORREA DE MADERA DE 2" x 2" -5' und 225.00 23.20 5,220.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 225.00 S/. 5,220.00 100.00%

11.06 PUERTA DE MADERA C/CALAMINA INC/MARCO 11,218.89 11.06.01 MADERA QUINILLA 1/4" x 4" p2 368.75 6.02 2,219.88 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 368.75 S/. 2,219.88 100.00%11.06.02 MADERA 1" x 3" HORIZONTAL m 216.00 12.21 2,637.36 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 216.00 S/. 2,637.36 100.00%11.06.03 MADERA 1 1/2" x 3" VERTICAL m 135.00 12.21 1,648.35 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 135.00 S/. 1,648.35 100.00%11.06.04 MARCO DE MADERA m 270.00 13.69 3,696.30 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 270.00 S/. 3,696.30 100.00%11.06.05 BISAGRA CAPUCHINA DE 3" X 3" pza 225.00 4.52 1,017.00 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 225.00 S/. 1,017.00 100.00%

11.07 SUMINISTRO E INSTALACION DE TUBERIAS Y ACCESORIOS EN LETRINAS 4,911.15 11.07.01 TUBERIA DE PVC SAL 2" DE VENTILACION m 217.50 22.58 4,911.15 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 217.50 S/. 4,911.15 100.00%

11.08 OTROS 1,906.50 11.08.01 SUMINSTRO E INSTALACION DE BAÑO TIPO TURCO und 75.00 25.42 1,906.50 0.00 S/. - 0.00% 0.00 S/. - 0.00% 0.00 S/. - 0.00% 75.00 S/. 1,906.50 100.00%

COSTO DIRECTO 79,970.52 S/. - 0.00% S/. - 0.00% S/. - 0.00% S/. 79,970.52 100.00%

VALORIZACION DE OBRA N°01 - MITIGACION IMPACTO AMBIENTAL




Und. Metrado Precio (S/.) Parcial (S/.) Metrado MONTO % Metrado MONTO % Metrado MONTO % Metrado MONTO %12 MITIGACION E IMPACTO AMBEINTAL 13,199.20

12.01 PLAN DE MANEJO AMBIENTAL 3,719.76 12.01.01 SEGUIMIENTO Y CUMPLIMIENTO A LAS PAUTAS SOCIO AMBIENTALES mes 4.00 419.97 1,679.88 0.00 S/. - 0.00% 1.00 S/. 419.97 25.00% 1.00 S/. 419.97 25.00% 3.00 S/. 1,259.91 75.00%12.01.02 MONITOREO A LA APLICACION DE LAS NORMAS DE BUENA CONDUCTA mes 4.00 419.97 1,679.88 0.00 S/. - 0.00% 1.00 S/. 419.97 25.00% 1.00 S/. 419.97 25.00% 3.00 S/. 1,259.91 75.00%12.01.03 BOTIQUIN DE OBRA und 2.00 180.00 360.00 0.00 S/. - 0.00% 2.00 S/. 360.00 100.00% 2.00 S/. 360.00 100.00% 0.00 S/. - 0.00%

12.02 PLAN DE MANEJO DE BOTADEROS 2,939.80 12.02.01 MANEJO DE BOTADEROS GLB 1.00 2,939.80 2,939.80 0.00 S/. - 0.00% 0.50 S/. 1,469.90 50.00% 0.50 S/. 1,469.90 50.00% 0.50 S/. 1,469.90 50.00%

12.03 SEÑALIZACION 1,500.00 12.03.01 LETREROS DE SEÑALIZACION AMBIENTAL 1.00X0.50m CON BASTIDORES Y PARANTES DE MADERA und 50.00 30.00 1,500.00 0.00 S/. - 0.00% 20.00 S/. 600.00 40.00% 20.00 S/. 600.00 40.00% 30.00 S/. 900.00 60.00%

12.04 EDUCACION AMBIENTAL 4,199.70 12.04.01 CHARLA AL PERSONAL DE OBRA und 5.00 419.97 2,099.85 0.00 S/. - 0.00% 2.00 S/. 839.94 40.00% 2.00 S/. 839.94 40.00% 3.00 S/. 1,259.91 60.00%12.04.02 CHARLA A LA COMUNIDAD und 5.00 419.97 2,099.85 0.00 S/. - 0.00% 2.00 S/. 839.94 40.00% 2.00 S/. 839.94 40.00% 3.00 S/. 1,259.91 60.00%

12.05 PARTICIPACION CIUDADANA 839.94 12.05.01 CONFORMACION DE COMITE DE MANTENIMIENTO Y SUPERVISION AMBIENTAL GLB 1.00 419.97 419.97 0.00 S/. - 0.00% 0.50 S/. 209.99 50.00% 0.50 S/. 209.99 50.00% 0.50 S/. 209.99 50.00%12.05.02 COORDINACION INSTITUCIONAL AMBIENTAL GLB 1.00 419.97 419.97 0.00 S/. - 0.00% 0.50 S/. 209.99 50.00% 0.50 S/. 209.99 50.00% 0.50 S/. 209.99 50.00%

13 SEGURIDAD EN OBRA 690.00 13.01 EQUIPOS DE PROTECION PRA PERSONAL AMBIENTAL und 1.00 690.00 690.00 0.00 S/. - 0.00% 1.00 S/. 690.00 100.00% 1.00 S/. 690.00 100.00% 0.00 S/. - 0.00%

COSTO DIRECTO 13,889.20 S/. - 0.00% S/. 6,059.69 43.63% S/. 6,059.69 43.63% S/. 7,829.51 56.37%

PLANILLA DE METRADOS EJECUTADOS VALORIZACION DE OBRA N°01

OBRA :


Item Descripción UND Metrado Total Metrado Actual % avance

01 TRABAJOS PRELIMINARES01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 2.40X4.80 m und 1.00 1.00 100.00%01.02 FLETE TERRESTRE GLB 1.00 0.60 60.00%02 CAPTACION SUPERFICIAL02.01 TRABAJOS PRELIMINARES02.01.01 LIMPIEZA DE TERRENO MANUAL m2 5.90 5.90 100.00%02.01.02 TRAZO Y REPLANTEO INICIAL m2 5.90 5.90 100.00%02.02 MOVIMIENTO DE TIERRAS02.02.01 EXCAVACION MANUAL EN T-NATURAL m3 4.22 4.22 100.00%02.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 1.37 1.37 100.00%02.02.03 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 3.43 3.43 100.00%02.03 OBRAS DE CONCRETO SIMPLE02.03.01 MAMPOSTERIA DE PIEDRA m2 1.44 1.44 100.00%02.03.02 SOLADO F'c=140 Kg/cm2 E=2" m2 1.69 1.69 100.00%02.04 OBRAS DE CONCRETO ARMADO02.04.01 LOSA DE FONDO02.04.01.01 CONCRETO F'c=210 Kg/cm2 P/LOSA DE FONDO m3 0.28 0.28 100.00%02.04.01.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 4.76 4.76 100.00%02.04.02 MUROS LATERALES02.04.02.01 CONCRETO F'c=210 Kg/cm2 P/MUROS LATERALES m3 1.15 1.15 100.00%02.04.02.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 38.56 38.56 100.00%02.04.02.03 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 15.28 15.28 100.00%02.05 REVOQUES Y ENLUCIDOS02.05.01 TARRAJEO P/MUROS INTERIORES C/IMPERMEABILIZANTE m2 9.16 9.16 100.00%02.05.02 TARRAJEO EXTERIOR C/MORTERO 1:5 m2 7.72 7.72 100.00%02.07 CAJA DE VALVULAS02.07.01 CONCRETO F'C=210 KG/CM2 P/CAJA DE VALVULAS m3 0.08 0.08 100.00%02.07.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 1.60 1.60 100.00%02.07.05 ACCESORIOS02.07.05.01 VALVULA COMPUERTA DE BRONCE DE 1 1/2" und 1.00 1.00 100.00%

02.07.05.02 CANASTILLA PVC DE 2" und 1.00 1.00 100.00%

02.08 INSTALACIONES HIDRAULICAS

02.08.01 ADAPTADOR UPR DE 1 1/2" und 2.00 2.00 100.00%

02.08.02 UNION UNIVERSAL DE FºGº 1 1/2" und 2.00 2.00 100.00%

02.08.03 NIPLE DE FºGº 1 1/2" und 1.00 1.00 100.00%

02.09 REBOSE Y LIMPIEZA

02.09.01 CONO DE REBOSE PVC Ø 4" X 2" und 1.00 1.00 100.00%

02.09.02 CODO PVC SP 90º X 2" und 1.00 1.00 100.00%

02.09.03 ADAPATADOR UPR DE 2" und 1.00 1.00 100.00%

02.09.04 TUBERIA PVC Ø 2" C- 7.5 und 3.00 3.00 100.00%

03 LINEA DE CONDUCCION (12.61 ml.)

03.01 TRABAJOS PRELIMINARES

03.01.01 LIMPIEZA DE TERRENO MANUAL m2 12.61 12.61 100.00%

03.01.02 TRAZO Y REPLANTEO INICIAL DE LINEA DE CONDUCCION m 12.61 12.61 100.00%

03.02 MOVIMIENTO DE TIERRAS

03.02.01 EXCAVAC. ZANJA (PULSO) P/TUB. - T.NATURAL H:1.00m PROF. m 12.61 12.61 100.00%

03.02.02 NIVELACION Y REFINE DE ZANJA EN T.NATURAL m 12.61 12.61 100.00%

03.02.03 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 12.61 12.61 100.00%

03.02.04 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 M. T-NATURA m 12.61 12.61 100.00%

03.02.05 RELLENO COMP. ZANJA P/TUB - T.NATURAL H:0.60m PROF. C/PLANCHA COMPAC. m 12.62 12.62 100.00%

03.02.06 ELIMINACION DE MATERIAL EXCEDENTE MANUAL (DIST. PROM. 30M) m3 1.51 1.51 100.00%

03.03 SUMINISTRO E INSTALACION DE TUBERIAS Y ACCESORIOS

03.03.01 SUMINISTRO DE TUBERIA PVC Ø 1 1/2" C-10 m 12.61 12.61 100.00%

03.03.02 INSTALACION DE TUBERIA PVC Ø 1 1/2" C-10 m 12.61 12.61 100.00%

04 RESERVORIO DE 15 M3



04.01.02 TRAZO Y REPLANTEO INICIAL m2 23.70 23.70 100.00%

04..02 MOVIMIENTO DE TIERRAS

04.02.01 EXCAVACION MANUAL EN T-NATURAL m3 3.51 3.51 100.00%

04.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 11.71 11.71 100.00%

04.02.03 RELLENO Y COMPACTACION PARA ZANJA- T.NATURAL m3 0.40 0.40 100.00%

04.03 OBRAS DE CONCRETO ARMADO

04.03.01 LOSA DE FONDO

04.03.01.01 CONCRETO F'c=210 Kg/cm2 P/LOSA DE FONDO m3 2.21 2.21 100.00%

04.03.01.02 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 77.95 77.95 100.00%

04.03.02 MUROS LATERALES

04.03.02.01 CONCRETO F'c=210 Kg/cm2 P/MUROS LATERALES m3 2.68 2.68 100.00%

04.03.02.02 ENCOFRADO Y DESENCOFRADO P/MUROS LATERALES m2 35.69 35.69 100.00%


04.04 TECHO MACIZO

04.04.03.01 CONCRETO F'c=210 Kg/cm2 P/TECHO MACIZO m3 1.09 1.09 100.00%

04.04.03.02 ENCOFRADO Y DESENCOFRADO P/TECHO MACIZO m2 1.09 1.09 100.00%


04.05 OBRAS DE CONCRETO ARMADO P/CASETA DE VALVULAS

04.05.01 CONCRETO F'c=210 Kg/cm2 P/CASETA DE VALVULA m3 0.31 0.31 100.00%

INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS EN LOS SECTORES DE CHINCHINCA, LIMÓN PAMPA Y SECCIHUANCA; DE LA LOCALIDAD DE QUECHUALOMA, DISTRITO DE CHURUBAMBA - HUANUCO - HUANUCO


OBRA :




04.05.02 ENCOFRADO Y DESENCOFRADO P/CASETA DE VALVULA m2 4.12 4.12 100.00%

04.05.03 ACERO DE REFUERZO F'y=4200 Kg/cm2 kg 18.81 18.81 100.00%

04.06 REVOQUES Y ENLUCIDOS

04.06.01 TARRAJEO P/MUROS INTERIORES DE RESERVORIO C/IMPERMEABILIZANTE m2 20.44 20.44 100.00%

04.06.02 TARRAJEO EXTERIOR C/MORTERO 1:5 PARA RESERVORIO m2 22.85 22.85 100.00%

04.07 CIELORRASOS

04.07.01 TARRAJEO INTERIOR P/CIELORRASO m2 7.98 7.98 100.00%

04.09 INSTALACION DE TUBERIAS, VALVULAS Y ACCESORIOS

04.09.01 CAJA DE VALVULA - ENTRADA

04.09.01.01 VALVULAS Y ACCESORIOS DE ENTRADA Ø 1 1/2" und 2.00 2.00 100.00%

04.09.01.02 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 10.00 10.00 100.00%

04.09.02 CAJA DE VALVULA - SALIDA

04.09.02.01 VALVULAS Y ACCESORIOS DE SALIDA Ø 1 1/2" und 1.00 1.00 100.00%

04.09.02.02 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 10.00 10.00 100.00%

04.10 SOPORTE PARA HIPOCLORADOR DE FLUJO DIFUSO

04.10.01 PLATINAS "L" 0.20 x 0.03m und 1.00 1.00 100.00%

04.11 VENTILACION

04.11.01 CODO VENTILACION Fo Go Ø 2" und 8.00 8.00 100.00%

05 CAMARA ROMPE PRESION T7





05.02.01 EXCAVACION MANUAL EN T-NATURAL m3 11.41 11.41 100.00%

05.02.02 REFINE, NIVELACION Y COMPACTACION MANUAL EN TERRENO NATURAL m2 25.35 25.35 100.00%

05.02.03 RELLENO Y COMPACTACION EN ZONA DE CORTE T.NATURAL m3 5.07 5.07 100.00%

05.02.04 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 7.61 7.61 100.00%

05.02.05 RELLENO CON GRAVILLA 1/2"-3/4" m3 0.10 0.10 100.00%

05.03 OBRAS DE CONCRETO SIMPLE

05.03.01 SOLADO F'c=140 Kg/cm2 E=2" m2 25.35 25.35 100.00%

05.04 OBRAS DE CONCRETO ARMADO

05.04.01 LOSA DE FONDO

05.04.01.01 CONCRETO F'c=175 Kg/cm2 P/LOSA DE FONDO m3 3.22 3.22 100.00%


05.04.02 MUROS LATERALES

05.04.02.01 CONCRETO F'c=175 Kg/cm2 P/MUROS LATERALES m3 10.39 10.39 100.00%

05.04.02.02 ENCOFRADO Y DESENCOFRADO P/CAJAS m2 163.28 163.28 100.00%


06 REDES DE AGUA POTABLE (4165.70 ML)


06.01.01 LIMPIEZA DE TERRENO MANUAL m2 1,666.28 1,666.28 100.00%

06.01.02 TRAZO Y REPLANTEO INICIAL DE LINEAS Y REDES DE AGUA POTABLE m2 1,666.28 1,666.28 100.00%


06.02.01 EXCAVAC. ZANJA (PULSO) P/TUB. - T.NATURAL H:1.00m PROF. m 4,165.70 3,155.70 75.75%

06.02.02 EXCAVAC. ZANJA (PULSO) P/TUB. - T.ROCA H:1.00m PROF. m 73.44 73.44 100.00%

06.02.03 NIVELACION Y REFINE DE ZANJA EN T.NATURAL m 4,165.70 3,155.70 75.75%

06.02.04 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 4,165.70 3,155.70 75.75%

06.02.05 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 - T. NATURAL m 4,165.70 3,155.70 75.75%

06.02.06 RELLENO COMP. ZANJA P/TUB - T.NATURAL H:1.00m PROF. C/PISON MANUAL m 4,165.70 3,155.70 75.75%

06.02.07 ELIMINACION DE MATERIAL EXCEDENTE MANUAL (DIST. PROM. 30M) m3 799.81 607.86 76.00%

06.03 SUMINISTRO E INSTALACION DE TUBERIAS

06.03.01 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1 1/2" C-7.5 m 165.91 165.91 100.00%

06.03.01 SUMINISTRO E INSTALAVION DE TUBERIA PVC 1" C-10 m 2,667.09 2,392.09 89.69%

06.03.02 SUMINISTRO E INSTALACION DE TUBERIA PVC DN 3/4" C-10 m 1,332.70 1,052.70 78.99%

06.04 SUMINISTRO E INSTALACION DE ACCESORIOS

06.04.01 TEE DE P.V.C DIAMETRO 38 X 38 MM. (1 1/2" X 1 1/2") und 2.00 2.00 100.00%

06.04.02 CODO DE 45° DE P.V.C DIAMETRO 38 MM. (1 1/2") und 2.00 2.00 100.00%

06.04.03 REDUCCION ESPIGA DE P.V.C DIAMETRO 25 X 38 MM. (1" X 1 1/2") und 2.00 2.00 100.00%

06.04.04 REDUCCION ESPIGA DE P.V.C DIAMETRO 13 X 25 MM. (1/2" X 1 ") und 30.00 13.00 43.33%

06.04.05 REDUCCION ESPIGA DE P.V.C DIAMETRO 19 X 38 MM. (3/4" X 1 1/2 ") und 3.00 3.00 100.00%

06.04.06 REDUCCION ESPIGA DE P.V.C DIAMETRO 19 X 25 MM. (3/4" X 1 ") und 15.00 6.00 40.00%

06.04.07 REDUCCION ESPIGA DE P.V.C DIAMETRO 13 X 19 MM. (1/2" X 3/4"). und 44.00 12.00 27.27%

06.04.08 ADAPTADOR DE P.V.C DIAMETRO 25 MM. (1 ") und 13.00 10.00 76.92%

06.04.09 TEE DE P.V.C DIAMETRO 25 X 25 MM. (1" X 1") und 44.00 32.00 72.73%

06.04.10 CODO DE 22.5° DE P.V.C DIAMETRO 25 MM. (1") und 4.00 4.00 100.00%

06.04.11 CODO DE 90° DE P.V.C DIAMETRO 25 MM. (1") und 3.00 3.00 100.00%

06.04.12 CODO DE 45° DE P.V.C DIAMETRO 25 MM. (1") und 12.00 10.00 83.33%

06.04.13 CODO DE 45° DE P.V.C DIAMETRO 19 MM. (3/4"). und 6.00 6.00 100.00%

06.04.14 TEE DE P.V.C DIAMETRO 19 X 19 MM. (3/4" X 3/4") und 32.00 11.00 34.38%

06.04.15 CONCRETO F'C=140 KG/CM2 PARA ANCLAJES Y/O DADOS m3 13.25 13.25 100.00%

08 CONEXIONES DOMICILIARIAS DE AGUA



OBRA :







08.02.01 EXCAVAC. MANUAL - T. NORMAL m3 112.50 67.50 60.00%

08.02.02 EXCAVAC. ZANJA (PULSO) P/TUB. - T. NATURAL H:1.00m PROF. m 300.00 180.00 60.00%

08.02.03 CAMA DE APOYO C/MATERIAL PROPIO ZARANDEADO e=0.10m - T.NATURAL m 300.00 180.00 60.00%

08.02.04 RELLENO C/MATERIAL PROPIO ZARANDEADO E=0.30 M. - T.NATURAL m 300.00 180.00 60.00%

08.02.05 RELLENO COMP. ZANJA P/TUB - T.NORMAL H:1.00m PROF. m 300.00 180.00 60.00%

08.02.06 ELIMINACION DE MATERIAL EXCEDENTE MANUAL R=30m m3 90.00 54.00 60.00%

08.02.07 RELLENO CON GRAVA PARA POZO PERCOLADOR m3 112.15 67.29 60.00%

08.02.08 ASENTADO CON MAMPOSTERIA DE PIEDRA MEZCLA 1:5 = 70 % PM. m3 31.20 18.72 60.00%

08.03 INSTALACION DE CONEXIONES DOMICILIARIAS

08.03.01 SUMINISTRO DE TUBERIA PVC DN 1/2" C-10 m 300.00 180.00 60.00%

08.03.02 INSTALACION DE TUBERIA PVC DN 1/2" C-10 m 300.00 180.00 60.00%

08.03.03 REDUCCION DE 3/4" A 1/2" und 75.00 45.00 60.00%

08.03.04 CODO PVC SP 90º x 1/2" und 225.00 135.00 60.00%

08.03.05 CODO PVC SP 45º x 1/2" und 300.00 180.00 60.00%

08.03.06 ADAPTADOR UPR PVC 1/2" und 225.00 135.00 60.00%

08.03.07 GRIFO DE BRONCE Ø 1/2" und 75.00 45.00 60.00%

08.03.08 VALVULA DE PASO TERMOPLASTICA Ø 1/2" und 75.00 45.00 60.00%

08.03.09 CAJA DE CONCRETO P/AGUA C/TAPA TERMOPLASTICA pza 75.00 45.00 60.00%

08.03.10 SUMIDERO DE BRONCE Ø 2" pza 75.00 45.00 60.00%

08.03.11 CODO DE 90" DE P.V.C. SAL Ø 2" pza 150.00 90.00 60.00%

08.04 LAVADERO DE GRANITO PREFABRICADO

08.04.01 LAVADERO DE GRANITO PREFABRICADO und 75.00 45.00 60.00%

10 VARIOS

10.01 DISEÑO DE MEZCLAS GLB 3.00 3.00 100.00%

10.02 ROTURA DE PROBETAS DE CONCRETO und 27.00 11.00 40.74%

10.03 CINTA PLASTICA P/SEÑALIZACION DE LIMITE DE SEGURIDAD DE OBRA m 900.00 800.00 88.89%


OBRA :



12 MITIGACION E IMPACTO AMBEINTAL12.01 PLAN DE MANEJO AMBIENTAL

12.01.01 SEGUIMIENTO Y CUMPLIMIENTO A LAS PAUTAS SOCIO AMBIENTALES mes 4.00 1.00 25.00%12.01.02 MONITOREO A LA APLICACION DE LAS NORMAS DE BUENA CONDUCTA mes 4.00 1.00 25.00%12.01.03 BOTIQUIN DE OBRA und 2.00 2.00 100.00%

12.02 PLAN DE MANEJO DE BOTADEROS

12.02.01 MANEJO DE BOTADEROS GLB 1.00 0.50 50.00%

12.03 SEÑALIZACION

12.03.01 LETREROS DE SEÑALIZACION AMBIENTAL 1.00X0.50m CON BASTIDORES Y PARANTES DE MADERA und 50.00 20.00 40.00%

12.04 EDUCACION AMBIENTAL

12.04.01 CHARLA AL PERSONAL DE OBRA und 5.00 2.00 40.00%

12.04.02 CHARLA A LA COMUNIDAD und 5.00 2.00 40.00%

12.05 PARTICIPACION CIUDADANA

12.05.01 CONFORMACION DE COMITE DE MANTENIMIENTO Y SUPERVISION AMBIENTAL GLB 1.00 0.50 50.00%

12.05.02 COORDINACION INSTITUCIONAL AMBIENTAL GLB 1.00 0.50 50.00%

13 SEGURIDAD EN OBRA

13.01 EQUIPOS DE PROTECION PRA PERSONAL AMBIENTAL und 1.00 1.00 100.00%


VALORIZACION DE OBRO MODELO

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