metrados sabareni (2)

HOJA DE METRADOS

Proyecto : MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNIN

Línea de Inversión : CAMINOS DE HERRADURA

DEPARTAMENTO : JUNINPROVINCIA : SATIPOLOCALIDAD : ANEXO SABARENIDISTRITO : RIO TAMBO

ORDEN TITULO DE LA PARTIDA UN N° LARGO ANCHO ALTURA

01.00 01 OBRAS PROVISIONALES01.01 CAMPAMENTO OFICINA Y ALMACEN M2 10.000 4.799

01.00 02 TRABAJOS PRELIMINARES01.01 TRAZO Y REPLANTEO DE EJE KM 4.03

KM 0+000 - 1+000 KM 1.00 KM 1+000 - 2+000 KM 1.00 KM 2+000 - 3+000 KM 1.00 KM 3+000 - 4+000 KM 1.00 KM 4+000 - 4+030 KM 0.03

01.02 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS GLB 1.00

01.00 03 MOVIMIENTO DE TIERRAS01.01 CORTE DE MATERIAL SUELTO A MANO M3 2,336.14 01.02 CORTE DE MATERIAL SUELTO A MANO M3 310.09 01.03 CORTE DE MATERIAL SUELTO A MANO (APORTE COMUNAL) M3 310.41 01.04 CORTE EN ROCA SUELTA CON MAQUINARIA EN C M3 2,628.41 01.05 RIEGO DE SUBRASANTE M3 604.50 01.06 PERFILADO Y COMPACTADO DE SUBRASANTE M2 7,995.53 01.07 ELIMINACION DE MATERIAL CON MAQUINARIA M3 1,997.31

01.00 04 AFIRMADO01.01 EXTRACCION Y APILAMIENTO DE MATERIAL PARA LA OBRA M3 603.95 01.02 CARGUIO DE MATERIAL PARA AFIRMADO M3 603.97 01.03 TRANSPORTE DE MATERIAL DE AFIRMADO A LA OBRA M3 604.66 01.04 CONFORMACION DE AFIRMADO E=0.15M M2 606.23 01.05 RIEGO DE BASE M2 604.50

01.00 05 OBRAS DE ARTE01.00 ALCANTARILLAS (08 UN)01.01 DEMOLICION DE CONCRETO M3 18.00 01.02 TRAZO Y REPLANTEO PRELIMINAR M2 246.25 01.03 EXCAVACION MASIVA MANUAL M3 119.56 01.04 ENCOFRADO Y DESENCOFRADO M2 149.07 01.05 CONCRETO F'C=210 KG/CM2 M3 50.00 01.06 ACERO FY=4200 KG/CM2 KG 430.24 01.07 RELLENO CON MATERIAL PROPIO M3 7.80 01.08 RELLENO CON MATERIAL GRANULAR M3 102.67 01.09 SUMINISTRO Y COLOCACION DE TUBERIA TMC 36" M 15.00 01.10 EMBOQUILLADO DE PIEDRA Y CONCRETO f'c=1:6+30% PG. M3 34.88 02.00 PONTON DE MADERA (L=11.00MTS)02.01 TRAZO Y REPLANTEO PRELIMINAR M2 8.00 4.55 02.02 EXCAVACION MASIVA MANUAL M3 13.71 02.03 RELLENO CON MATERIAL PROPIO M3 2.70 02.04 ENCOFRADO Y DESENCOFRADO M2 32.75 02.05 CONCRETO F'C=210 KG/CM2 M3 4.43 02.06 ACERO FY=4200 KG/CM2 KG 134.28 02.07 SUM. Y COLOCACION DE ROLLIZOS D=0.45m X11.05m UN 11.05

HOJA DE METRADOS




ORDEN TITULO DE LA PARTIDA UN N° LARGO ANCHO ALTURA02.08 COLOCACION DE TABLERO DE MADERA M 11.05 02.09 COLOCACION BARANDA DE MADERA M 22.10 04.00 DEFENSA RIBEREÑA04.01 TRAZO Y REPLANTEO PRELIMINAR M2 21.62 04.02 EXCAVACION MASIVA MANUAL M3 20.24 04.04 ENCOFRADO Y DESENCOFRADO M2 85.18 04.05 CONCRETO f'c=175 kg/cm2 + 30 % P.G. M3 39.84

01.00 06 SEÑALIZACION01.00 SEÑALES INFORMATIVAS (02 UND.)01.01 EXCAVACION MASIVA MANUAL M3 1.44 01.02 ENCOFRADO Y DESENCOFRADO M2 4.32 01.03 CONCRETO F'C=210 KG/CM2 M3 1.80 01.04 ACERO FY=4200 KG/CM2 KG 63.07 01.05 TARRAJEO EN EXTERIORES CON CEMENTO ARE M2 4.32 01.06 COLOCACION DE POSTES Y LETREROS UN 2.00 01.07 PINTURA EN EXTERIORES CON ESMALTE M2 4.32 02.00 HITOS KILOMETRICOS02.01 HITOS KILOMETRICOS UN 5.00

01.00 07 INDUMENTARIA RURAL01.01 CASCO ROJO UN 6.67 01.02 CASCO BLANCO UN 33.33 01.03 GUANTES DE CUERO UN 20.00 01.04 BOTAS DE JEBE UN 12.00 01.05 LENTES DE PROTECCION UN 40.00 01.06 POLOS SEGÚN MODELO DE FONCODES UN 4.50

01.00 08 CONTROL DE IMPACTO AMBIENTAL01.01 LETRINAS RUSTICA DE MADERA - HOYO SECO UN 0.25 01.02 TRATAMIENTO DE RESIDUOS SOLIDOS UN 1.01 01.03 TRATAMIENTO CAMPAMENTO (LIMP. Y RETIRO DE UN 0.99 01.04 ADQUISICION DE PLANTONES UN 1,600.00 01.05 PLANTACION UN 200.00

01.00 09 FLETE01.01 FLETE TERRESTRE GLB 1.00

01.00 10 APORTE COMUNAL01.01 LIMPIEZA Y DEFORESTACION MANUAL M2 3,201.76 01.02 CORTE EN MATERIAL SUELTO M3 310.00

01.00 11 MODULO DE CAPACITACION01.01 MODULO DE CAPACITACION - CARRETERA MOD 1.00

01.00 12 PRUEBA DE CONTROL01.01 DISEÑO DE MEZCLAS UN 1.75 01.02 ENSAYO DE DENSIDAD DE CAMPO UN 4.57 01.03 ENSAYO DE RESISTENCIA A LA COMPRESION DE UN 27.00

HOJA DE METRADOS




ORDEN TITULO DE LA PARTIDA UN N° LARGO ANCHO ALTURA

01.00 13 PLACA RECORDATORIA01.01 PLACA RECORDATORIA METALICA UN 1.00

01.00 14 CARTELES DE OBRAS01.01 CARTEL DE OBRA (1.50MX2.40M) UN 1.00 01.02 CARTEL DE OBRA (3.60MX4.20M) UN 1.00 01.00 15 PLAN DE SEGURIDAD Y SALUD01.01 CAPACITACION DE SEGURIDAD EN OBRA GLB 1.00 01.02 UTILES DE ESCRITORIO GLB 1.00 01.03 BOTIQUIN BASICO DE PRIMEROS AUXILIOS GLB 1.00 01.04 IMPLEMENTOS DE SEGURIDAD GLB 1.00

HOJA DE METRADOS

PARCIAL TOTAL

47.995 47.995

5.030 1.000 1.000 1.000 1.000 0.030 1.000

2,336.14 2,336.14 310.09 310.09 310.41 310.41

2,628.41 2,628.41 604.50 604.50

7,995.53 7,995.53 1,997.31 1,997.31

603.95 603.95 603.97 603.97 604.66 604.66 606.23 606.23 604.50 604.50

1,173.468 18.00 18.00

246.25 246.25 119.56 119.56 149.07 149.07 50.00 50.00

430.24 430.24 7.80 7.80

102.67 102.67 15.00 15.00 34.88 34.88

36.44 36.44 13.71 13.71 2.70 2.70

32.75 32.75 4.43 4.43

134.28 134.28 11.05 11.05

HOJA DE METRADOS

PARCIAL TOTAL11.05 11.05 22.10 22.10 0.00 0.00

21.62 21.62 20.24 20.24 85.18 85.18 39.84 39.84

1.44 1.44 4.32 4.32 1.80 1.80

63.07 63.07 4.32 4.32 2.00 2.00 4.32 4.32

5.00 5.00

6.67 6.67 33.33 33.33 20.00 20.00 12.00 12.00 40.00 40.00 4.50 4.50

0.25 0.25 1.01 1.01 0.99 0.99

1,600.00 1,600.00 200.00 200.00

0.00 0.00 1.00 1.00

3,201.76 3,201.76 310.00 310.00

1.00 1.00

1.75 1.75 4.57 4.57

27.00 27.00

HOJA DE METRADOS

PARCIAL TOTAL

1.00 1.00

1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PRESUPUESTO GENERAL DEL PROYECTOProyecto : 1220130017 MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO

TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNIN


Departamento : JUNINProvincia localidad : SATIPOLocalidad : ANEXO SABARENIDistrito : RIO TAMBO

Fecha : 22/10/13 Evaluador Zona 1 Mes y año Act : 08/2010

ORDEN TITULO DE LA PARTIDA UNIDAD METRADO P. UNTARIO……………………………..…………………………………………………………………………………………………………………………………………………………………………………….

01 COSTO DIRECTO TOTAL

01.00 01 OBRAS PROVISIONALES01.01 CAMPAMENTO OFICINA Y ALMACEN M2 47.995 34.94

TOTAL DEL PRESUPUESTO 01 S/.

01.00 02 TRABAJOS PRELIMINARES01.01 TRAZO Y REPLANTEO DE EJE KM 4.03 809.04 01.02 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS GLB 1.00 8,700.00


01.00 03 MOVIMIENTO DE TIERRAS01.01 CORTE DE MATERIAL SUELTO A MANO M3 2,336.14 13.10 01.02 CORTE DE MATERIAL SUELTO A MANO M3 310.09 13.10 01.03 CORTE DE MATERIAL SUELTO A MANO (APORTE COMUNAL) M3 310.41 3.02 01.04 CORTE EN ROCA SUELTA CON MAQUINARIA EN C M3 2,628.41 19.17 01.05 RIEGO DE SUBRASANTE M3 604.50 6.62 01.06 PERFILADO Y COMPACTADO DE SUBRASANTE M2 7,995.53 1.79 01.07 ELIMINACION DE MATERIAL CON MAQUINARIA M3 1,997.31 2.23


01.00 04 AFIRMADO01.01 EXTRACCION Y APILAMIENTO DE MATERIAL PARA LA OBRA M3 603.95 4.39 01.02 CARGUIO DE MATERIAL PARA AFIRMADO M3 603.97 2.29 01.03 TRANSPORTE DE MATERIAL DE AFIRMADO A LA OBRA M3 604.66 19.42 01.04 CONFORMACION DE AFIRMADO E=0.15M M2 606.23 1.05 01.05 RIEGO DE BASE M2 604.50 1.22


01.00 05 OBRAS DE ARTE01.00 ALCANTARILLAS (08 UN)01.01 DEMOLICION DE CONCRETO M3 18.00 52.80 01.02 TRAZO Y REPLANTEO PRELIMINAR M2 246.25 4.99 01.03 EXCAVACION MASIVA MANUAL M3 119.56 14.40 01.04 ENCOFRADO Y DESENCOFRADO M2 149.07 26.17 01.05 CONCRETO F'C=210 KG/CM2 M3 50.00 456.64 01.06 ACERO FY=4200 KG/CM2 KG 430.24 5.12 01.07 RELLENO CON MATERIAL PROPIO M3 7.80 9.09 01.08 RELLENO CON MATERIAL GRANULAR M3 102.67 91.49 01.09 SUMINISTRO Y COLOCACION DE TUBERIA TMC 36" M 15.00 274.32 01.10 EMBOQUILLADO DE PIEDRA Y CONCRETO f'c=1:6+30% PG. M3 34.88 351.71 02.00 PONTON DE MADERA (L=11.00MTS)02.01 TRAZO Y REPLANTEO PRELIMINAR M2 36.44 4.99 02.02 EXCAVACION MASIVA MANUAL M3 13.71 14.40 02.03 RELLENO CON MATERIAL PROPIO M3 2.70 9.09 02.04 ENCOFRADO Y DESENCOFRADO M2 32.75 26.17 02.05 CONCRETO F'C=210 KG/CM2 M3 4.43 456.64

PRESUPUESTO GENERAL DEL PROYECTO



02.06 ACERO FY=4200 KG/CM2 KG 134.28 5.12 02.07 SUM. Y COLOCACION DE ROLLIZOS D=0.45m X11.05m UN 11.05 355.39 02.08 COLOCACION DE TABLERO DE MADERA M 11.05 164.68 02.09 COLOCACION BARANDA DE MADERA M 22.10 71.32 04.00 DEFENSA RIBEREÑA04.01 TRAZO Y REPLANTEO PRELIMINAR M2 21.62 4.99 04.02 EXCAVACION MASIVA MANUAL M3 20.24 14.40 04.04 ENCOFRADO Y DESENCOFRADO M2 85.18 26.17 04.05 CONCRETO f'c=175 kg/cm2 + 30 % P.G. M3 39.84 427.94


01.00 06 SEÑALIZACION01.00 SEÑALES INFORMATIVAS (02 UND.)01.01 EXCAVACION MASIVA MANUAL M3 1.44 14.40 01.02 ENCOFRADO Y DESENCOFRADO M2 4.32 20.29 01.03 CONCRETO F'C=210 KG/CM2 M3 1.80 452.04 01.04 ACERO FY=4200 KG/CM2 KG 63.07 5.12 01.05 TARRAJEO EN EXTERIORES CON CEMENTO ARE M2 4.32 9.94 01.06 COLOCACION DE POSTES Y LETREROS UN 2.00 952.74 01.07 PINTURA EN EXTERIORES CON ESMALTE M2 4.32 19.18 02.00 HITOS KILOMETRICOS02.01 HITOS KILOMETRICOS UN 5.00 51.53


01.00 07 INDUMENTARIA RURAL01.01 CASCO ROJO UN 6.67 15.00 01.02 CASCO BLANCO UN 33.33 15.00 01.03 GUANTES DE CUERO UN 20.00 10.00 01.04 BOTAS DE JEBE UN 12.00 25.00 01.05 LENTES DE PROTECCION UN 40.00 5.00 01.06 POLOS SEGÚN MODELO DE FONCODES UN 4.50 10.00


01.00 08 CONTROL DE IMPACTO AMBIENTAL01.01 LETRINAS RUSTICA DE MADERA - HOYO SECO UN 0.25 800.00 01.02 TRATAMIENTO DE RESIDUOS SOLIDOS UN 1.01 800.00 01.03 TRATAMIENTO CAMPAMENTO (LIMP. Y RETIRO DE UN 0.99 806.40 01.04 ADQUISICION DE PLANTONES UN 1,600.00 1.00 01.05 PLANTACION UN 200.00 1.26


01.00 09 FLETE01.01 FLETE TERRESTRE GLB 1.00 17,554.60


01.00 10 APORTE COMUNAL01.01 LIMPIEZA Y DEFORESTACION MANUAL M2 3,201.76 0.58 01.02 CORTE EN MATERIAL SUELTO M3 310.00 9.60


01.00 11 MODULO DE CAPACITACION01.01 MODULO DE CAPACITACION - CARRETERA MOD 1.00 685.00





01.00 12 PRUEBA DE CONTROL01.01 DISEÑO DE MEZCLAS UN 1.75 800.00 01.02 ENSAYO DE DENSIDAD DE CAMPO UN 4.57 350.00 01.03 ENSAYO DE RESISTENCIA A LA COMPRESION DE UN 27.00 50.00


01.00 13 PLACA RECORDATORIA01.01 PLACA RECORDATORIA METALICA UN 1.00 600.00


01.00 14 CARTELES DE OBRAS01.01 CARTEL DE OBRA (1.50MX2.40M) UN 1.00 402.41 01.02 CARTEL DE OBRA (3.60MX4.20M) UN 1.00 1,140.74

TOTAL DEL PRESUPUESTO 14 S/.01.00 15 PLAN DE SEGURIDAD Y SALUD01.01 CAPACITACION DE SEGURIDAD EN OBRA GB 1.00 300.00 01.02 UTILES DE ESCRITORIO GB 1.00 250.00 01.03 BOTIQUIN BASICO DE PRIMEROS AUXILIOS GB 1.00 150.00 01.04 IMPLEMENTOS DE SEGURIDAD GB 1.00 895.00

TOTAL DEL PRESUPUESTO 15 S/.COSTO DIRECTO S/.

12/23/2013PAG. 1 / 3


Zona 1 Mes y año Act : 08/2010

COSTO PARCIAL SUB- TOTAL……………………………..…………………………………………………………………………………………………………………………………………………………………………………….

1,676.93 TOTAL DEL PRESUPUESTO 01 S/. 1,676.93

3,260.43 8,700.00

TOTAL DEL PRESUPUESTO 02 S/. 11,960.43

30,603.47 4,062.24

937.44 50,386.64

4,001.79 14,312.00


2,651.34 1,383.10

11,742.41 636.54 737.49


58,683.04 950.40

1,228.77 1721.62

3,901.20 22,831.75

2,202.85 70.90

9,393.28 4,114.73

12,267.54 11,294.30

181.82 197.45

24.54 857.17

2,022.89 12/23/2013PAG. 2 / 3



687.49 3,927.08 1,819.71 1,576.15

19,677.58 107.89 291.50

2,229.26 17,048.93


3,276.22 20.74 87.63

813.66 322.93

42.941,905.48

82.84 257.64

257.64 TOTAL DEL PRESUPUESTO 06 S/. 3,533.86

100.00 500.00 200.00 300.00 200.00

45.00 TOTAL DEL PRESUPUESTO 07 S/. 1,345.00

200.00 806.40 800.00

1,600.00 252.00



1,857.02 2,976.00


685.00 TOTAL DEL PRESUPUESTO 11 S/. 685.00

12/23/2013PAG. 3 / 3



1,400.00 1,600.00 1,350.00


600.00 TOTAL DEL PRESUPUESTO 13 S/. 600.00

402.41 1,140.74


300.00 250.00 150.00 895.00

TOTAL DEL PRESUPUESTO 15 S/. 1,595.00 268,898.77

METRADO DE FIERROSObra MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUbicación FONDO NACIONAL DE COOPERACION PARA EL DESARROLLO SOCIALLugar JUNIN - SATIPO - RIO TAMBO

Partida Descripción Diseño de Fierro Ø Cantidad N° de Longitud del Longitud del fierro en ml.Elementos Elemento 1/4" 3/8" 1/2" 5/8" 3/4"

01.03 PONTON01.03.03 ACERO FY=4200 KG/CM2

ZAPATASE5 0.30 0.30 5/8" 2 17 3.20 108.80

2.6

2.6E4 0.30 0.30 5/8" 2 17 3.20 108.80

ALETA 2.5E4 0.30 0.30 5/8" 2 26 3.10 161.20

ALETA 2.5E5 0.30 0.30 5/8" 2 26 3.10 161.20

SUPERIOR 2.50 2.50E3 5/8" 2 12 8.40 201.60

3.4

INFERIOR 2.50 2.50E3 5/8" 2 12 8.40 201.60

3.4MUROS

0.20

EXTERIOR 5.35 - E6

0.25 5/8" 2 31 5.80 359.60

0.2



PRINCIPALE1 5.35

0.25 5/8" 2 52 5.80 603.20

2.50 2.50E3 1/2" 2 54 8.40 907.2

3.40.20

CAJUELA0.90

0.80E7 1/2" 2 20 1.90 76.00

0.3 0.90

0.80E8 1/2" 2 20 1.95 78.00

0.60E9 0.25 5/8" 2 15 1.35 40.50

0.50

PESO EN KILOGRAMO POR METRO LINEAL 0.58 1.02 1.57 2.26 LONGITUD TOTAL POR FIERRO EN M.L. 1,061.2 1,946.5 - TOTAL EN KILOGRAMO POR FIERRO 1,082.4 3,056.0 -



DESCRIPCION 1/4" 3/8" 1/2" 5/8" 3/4"VARILLAS 0 120 221 0

METRADO DE FIERROS

Obra : PUENTE CARROZABLE C.N. ALTO CUYANI (CONST.)



Ubicación : PICHANAKIPropietario : C.N. ALTO CUYANIResidente : ING. CLARA CARMEN ORMEÑO LEVANOSupervisor : ING. ENRIQUE ANSELMO CELIS PAUCARFecha : AGOSTO - 2007


01.04 SUPER ESTRUCTURA01.04.03 VIGAS LOSA ACERO FY=4200 KG/CM201.04.03.01LOSA MACISA 11.2 Long. Tablero

G1 0.14 4.04 0.14 1/2" 1 45 4.32 194.40

G2 0.14 4.04 0.14 5/8" 1 45 4.32 194.40

0.30G3 0.14 11.12 0.14 3/8" 1 21 11.70 245.70

0.30G4 0.14 11.12 0.14 1/2" 1 17 11.70 198.90

PESO EN KILOGRAMO POR METRO LINEAL 0.25 0.58 1.02 1.60 2.26 LONGITUD TOTAL POR FIERRO EN M.L. 245.70 393.30 194.40 TOTAL EN KILOGRAMO POR FIERRO 142.51 401.17 311.04




METRADO DE FIERROS

Obra : PUENTE CARROZABLE C.N. ALTO CUYANI (CONST.)Ubicación : PICHANAKIPropietario : C.N. ALTO CUYANIResidente : ING. CLARA CARMEN ORMEÑO LEVANOSupervisor : ING. ENRIQUE ANSELMO CELIS PAUCARFecha : AGOSTO - 2007


01.04 SUPER ESTRUCTURA01.04.03 VIGAS LOSA ACERO FY=4200 KG/CM201.04.03.02VIGA PRINCIPAL

11.12 1.00H1 0.35 0.35 3/4" 2 3 12.82 76.92



H2 11.12 0.40 5/8" 2 2 11.52 46.08

H5 9.00 1" 2 6 9.00

1.50H6 0.35 11.12 0.35 1" 2 6 13.32

ESTRIBOS 2.38 1/2" 2 74 2.38 352.24 2.30

PESO EN KILOGRAMO POR METRO LINEAL 0.25 0.58 1.02 1.60 2.26 LONGITUD TOTAL POR FIERRO EN M.L. 352.24 46.08 76.92 TOTAL EN KILOGRAMO POR FIERRO 359.28 73.73 173.84

DESCRIPCION 1/4" 3/8" 1/2" 5/8" 3/4"



VARILLAS 0 40 5 11METRADO DE FIERROS



01.04 SUPER ESTRUCTURA01.04.03 VIGAS LOSA ACERO FY=4200 KG/CM201.04.03.03VIGA DE ARRIOSTRE

B1 0.25 2.72 0.25 5/8" 5 3 3.22 48.30

B2 0.25 2.72 0.25 5/8" 5 3 3.22 48.30

B3 2.72 1/2" 4 2 2.72 21.76

E2 1.48 3/8" 4 17 1.48 100.64



PESO EN KILOGRAMO POR METRO LINEAL 0.25 0.57 1.02 1.60 LONGITUD TOTAL POR FIERRO EN M.L. - 100.64 21.76 96.60 TOTAL EN KILOGRAMO POR FIERRO - 57.36 22.20 154.56


METRADO DE FIERROS



01.04 SUPER ESTRUCTURA01.04.03 VIGAS LOSA ACERO FY=4200 KG/CM2



01.04.03.04VIGA SARDINEL

G5 11.12 5/8" 2 4 11.12 88.96

0.14G6 0.36 3/8" 2 56 1.03 115.36

0.340.19

PESO EN KILOGRAMO POR METRO LINEAL 0.57 1.02 1.60 LONGITUD TOTAL POR FIERRO EN M.L. 115.36 - 88.96 TOTAL EN KILOGRAMO POR FIERRO 65.76 - 142.34




RESUMEN METRADO DE FIERROS


Partida Descripción Longitud del fierro en ml.1/4" 3/8" 1/2" 5/8" 3/4"

RESUMEN SUB ESTRUCTURA01.03.03 ACERO FY=4200 KG/CM2 - - 1,061.20 1,946.50 -

PESO EN KILOGRAMO POR METRO LINEAL 0.57 1.02 1.57 LONGITUD TOTAL POR FIERRO EN M.L. - 1,061.20 1,946.50 TOTAL EN KILOGRAMO POR FIERRO - 1,082.42 3,056.01

RESUMEN SUPER ESTRUCTURA01.04.03 VIGAS LOSA ACERO FY=4200 KG/CM201.04.03.01LOSA MACISA - 245.70 393.30 194.40 - 01.04.03.02VIGA PRINCIPAL - - 352.24 46.08 76.92

VIGA DE ARRIOSTRE - 100.64 21.76 96.60 - VIGA SARDINEL - 115.36 - 88.96 -

PESO EN KILOGRAMO POR METRO LINEAL 0.57 1.02 1.57 2.26



LONGITUD TOTAL POR FIERRO EN M.L. 461.70 767.30 426.04 76.92 TOTAL EN KILOGRAMO POR FIERRO 263.17 782.65 668.88 173.84

PESO EN KILOGRAMO POR METRO LINEAL 0.57 1.02 1.57 2.26 LONGITUD TOTAL POR FIERRO EN M.L. 461.70 1,828.50 2,372.54 76.92 TOTAL EN KILOGRAMO POR FIERRO 263.17 1,865.07 3,724.89 173.84

DESCRIPCION 1/4" 3/8" 1/2" 5/8" 3/4"VARILLAS 54 207 269 11PRECIO 15.5 26 42 61TOTAL 834.91 5387.98 11293.29 677.75

DESCRIPCION 1/4" 3/8" 1/2" 5/8" 3/4"

ZAPATA 107 MUROS 103 109 CAJUELA 17 5LOSA 29 45 22VIGA PR 0 40 5 11VIGA SEC 12 2 11 0SARDINEL 13 0 10 0

54 207 269 11

MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – J

Longitud del fierro en ml. Total1"



-

4.04 TOTAL EN - KG. - 4,138.43


Longitud del fierro en ml. Total1"1"

0

2Hoja Nº


Longitud del fierro en ml. Total1" 2


4.04

854.71



1"0

3Hoja Nº




108.00

159.84

-

4.04 267.84 1,082.07 1,688.93

1"


Longitud del fierro en ml. Total1"31

4Hoja Nº




234.12

1"0

5Hoja Nº




TOTAL EN KG.

208.09

1" 2997.84880 3.37

10102.750456



RESUMEN METRADO DE FIERROS

6Hoja Nº


-

4,138.43

- 267.84 - - 4.04


Longitud del fierro en ml. Total1" 267.84 1,082.07 2,970.61

4.04 267.84 1,082.07 7,109.04

1"31

1043249.79

1"

3100

31

de 58

EXPLANACIONES

Proyecto MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNINCliente FONDO NACIONAL DE COOPERACION PARA EL DESARROLLO SOCIALLugar JUNIN - SATIPO - RIO TAMBO

ProgresivaDist

Areas (m²) Volúmen (m3) Volúmen Total (m3)

Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte0+000 0 0 0.2603 0.0000 0.0000 0.0000 0.0000

10.00 10 1.5851 0.0000 9.2270 0.0000 9.227020.00 10 1.4092 0.0000 14.9715 0.0000 24.198530.00 10 0.8321 0.0000 11.2065 0.0000 35.405040.00 10 1.2698 0.0000 10.5095 0.0000 45.914550.00 10 2.1406 0.0000 17.0520 0.0000 62.966560.00 10 2.3635 0.0000 22.5205 0.0000 85.487070.00 10 2.2199 0.0000 22.9170 0.0000 108.404080.00 10 0.7300 0.0000 14.7495 0.0000 123.153590.00 10 0.0000 1.8086 3.6500 9.0430 126.8035

100.00 10 0.0000 0.0000 0.0000 9.0430 126.8035110.00 10 0.0000 2.4874 0.0000 12.4370 126.8035120.00 10 0.0685 0.4343 0.3425 14.6085 127.1460130.00 10 0.0000 2.5511 0.3425 14.9270 127.4885140.00 10 0.1725 0.0647 0.8625 13.0790 128.3510150.00 10 2.6436 0.0000 14.0805 0.3235 142.4315160.00 10 2.1941 0.0000 24.1885 0.0000 166.6200170.00 10 1.1405 0.0000 16.6730 0.0000 183.2930180.00 10 0.0127 0.8401 5.7660 4.2005 189.0590190.00 10 0.0516 0.5157 0.3215 6.7790 189.3805200.00 10 1.5604 0.0000 8.0600 2.5785 197.4405210.00 10 1.9096 0.0000 17.3500 0.0000 214.7905220.00 10 3.6220 0.0000 27.6580 0.0000 242.4485230.00 10 0.1365 0.1419 18.7925 0.7095 261.2410240.00 10 0.9694 0.0000 5.5295 0.7095 266.7705250.00 10 0.3250 0.0000 6.4720 0.0000 273.2425260.00 10 0.0000 3.5194 1.6250 17.5970 274.8675270.00 10 0.0000 10.9865 0.0000 72.5295 274.8675280.00 10 0.0000 9.1969 0.0000 100.9170 274.8675290.00 10 0.0000 7.5821 0.0000 83.8950 274.8675300.00 10 0.0000 6.5319 0.0000 70.5700 274.8675310.00 10 0.0000 4.7724 0.0000 56.5215 274.8675320.00 10 0.4500 0.0000 26.1120 274.8675330.00 10 2.8000 0.0000 14.0000 2.2500 288.8675340.00 10 1.3000 0.0000 20.5000 0.0000 309.3675350.00 10 0.0000 1.1000 6.5000 5.5000 315.8675360.00 10 1.6000 0.0000 8.0000 5.5000 323.8675370.00 10 0.0000 2.9000 8.0000 14.5000 331.8675380.00 10 2.6000 0.0000 13.0000 14.5000 344.8675390.00 10 5.9000 0.0000 42.5000 0.0000 387.3675400.00 10 11.5500 0.0000 87.2500 0.0000 474.6175410.00 10 23.8000 0.0000 176.7500 0.0000 651.3675420.00 10 22.3000 0.0000 230.5000 0.0000 881.8675430.00 10 22.1015 0.0000 222.0075 0.0000 1,103.8750440.00 10 25.8395 0.0000 239.7050 0.0000 1,343.5800450.00 10 26.7000 0.0000 262.6975 0.0000 1,606.2775460.00 10 22.8000 0.0000 247.5000 0.0000 1,853.7775470.00 10 24.9000 0.0000 238.5000 0.0000 2,092.2775480.00 10 23.3000 0.0000 241.0000 0.0000 2,333.2775490.00 10 19.2000 0.0000 212.5000 0.0000 2,545.7775

0+500 500.00 10 11.1000 0.0000 151.5000 0.0000 2,697.2775510.00 10 9.8000 0.0000 104.5000 0.0000 2,801.7775520.00 10 10.5000 0.0000 101.5000 0.0000 2,903.2775530.00 10 7.1000 0.0000 88.0000 0.0000 2,991.2775

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EXPLANACIONES


ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte540.00 10 4.9000 0.0000 60.0000 0.0000 3,051.2775550.00 10 3.3000 0.0000 41.0000 0.0000 3,092.2775560.00 10 0.0000 0.8500 16.5000 4.2500 3,108.7775570.00 10 0.0898 0.3255 0.4490 5.8775 3,109.2265580.00 10 0.0573 0.4639 0.7355 3.9470 3,109.9620590.00 10 0.0462 0.5126 0.5175 4.8825 3,110.4795600.00 10 0.1467 0.0878 0.9645 3.0020 3,111.4440610.00 10 0.1939 0.0123 1.7030 0.5005 3,113.1470620.00 10 0.5487 0.0000 3.7130 0.0615 3,116.8600630.00 10 1.2246 0.0000 8.8665 0.0000 3,125.7265640.00 10 0.7230 0.0000 9.7380 0.0000 3,135.4645650.00 10 1.0721 0.0000 8.9755 0.0000 3,144.4400660.00 10 1.8663 0.0000 14.6920 0.0000 3,159.1320670.00 10 0.2046 0.0102 10.3545 0.0510 3,169.4865680.00 10 0.0000 1.2627 1.0230 6.3645 3,170.5095690.00 10 0.0332 0.6069 0.1660 9.3480 3,170.6755700.00 10 0.1405 0.1233 0.8685 3.6510 3,171.5440710.00 10 0.1021 0.2900 1.2130 2.0665 3,172.7570720.00 10 0.0813 0.3894 0.9170 3.3970 3,173.6740730.00 10 0.0757 0.3999 0.7850 3.9465 3,174.4590740.00 10 0.0227 0.7002 0.4920 5.5005 3,174.9510750.00 10 0.0261 0.6625 0.2440 6.8135 3,175.1950760.00 10 0.1328 0.1492 0.7945 4.0585 3,175.9895770.00 10 0.8291 0.0000 4.8095 0.7460 3,180.7990780.00 10 1.2997 0.0000 10.6440 0.0000 3,191.4430790.00 10 1.4358 0.0000 13.6775 0.0000 3,205.1205800.00 10 1.0220 0.0000 12.2890 0.0000 3,217.4095810.00 10 0.6131 0.0000 8.1755 0.0000 3,225.5850820.00 10 0.5596 0.0000 5.8635 0.0000 3,231.4485830.00 10 1.2529 0.0000 9.0625 0.0000 3,240.5110840.00 10 0.3628 0.0000 8.0785 0.0000 3,248.5895850.00 10 0.0889 0.3130 2.2585 1.5650 3,250.8480860.00 10 0.0290 0.6284 0.5895 4.7070 3,251.4375870.00 10 0.0106 0.8164 0.1980 7.2240 3,251.6355880.00 10 0.1346 0.1279 0.7260 4.7215 3,252.3615890.00 10 0.7397 0.0000 4.3715 0.6395 3,256.7330900.00 10 0.8971 0.0000 8.1840 0.0000 3,264.9170910.00 10 1.0613 0.0000 9.7920 0.0000 3,274.7090920.00 10 0.7816 0.0000 9.2145 0.0000 3,283.9235930.00 10 0.5158 0.0000 6.4870 0.0000 3,290.4105940.00 10 0.5477 0.0000 5.3175 0.0000 3,295.7280950.00 10 0.5731 0.0000 5.6040 0.0000 3,301.3320960.00 10 0.5313 0.0000 5.5220 0.0000 3,306.8540970.00 10 0.2320 0.0023 3.8165 0.0115 3,310.6705980.00 10 0.2090 0.0075 2.2050 0.0490 3,312.8755990.00 10 0.2198 0.0039 2.1440 0.0570 3,315.0195

1+000 1000.00 10 0.2423 0.0007 2.3105 0.0230 3,317.33001010.00 10 0.2834 0.0000 2.6285 0.0035 3,319.95851020.00 10 0.2848 0.0000 2.8410 0.0000 3,322.79951030.00 10 0.2714 0.0000 2.7810 0.0000 3,325.58051040.00 10 0.2570 0.0001 2.6420 0.0005 3,328.22251050.00 10 0.2367 0.0019 2.4685 0.0100 3,330.69101060.00 10 0.2187 0.0046 2.2770 0.0325 3,332.96801070.00 10 0.3139 0.0000 2.6630 0.0230 3,335.6310

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EXPLANACIONES


ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte1080.00 10 0.3523 0.0000 3.3310 0.0000 3,338.96201090.00 10 0.2856 0.0009 3.1895 0.0045 3,342.15151100.00 10 0.9516 0.0000 6.1860 0.0045 3,348.33751110.00 10 0.0326 0.5893 4.9210 2.9465 3,353.25851120.00 10 0.0000 1.9602 0.1630 12.7475 3,353.42151130.00 10 0.0000 2.4600 0.0000 22.1010 3,353.42151140.00 10 0.0607 0.4362 0.3035 14.4810 3,353.72501150.00 10 0.1315 0.1430 0.9610 2.8960 3,354.68601160.00 10 0.0478 0.5052 0.8965 3.2410 3,355.58251170.00 10 0.0230 0.5839 0.3540 5.4455 3,355.93651180.00 10 0.2068 0.0071 1.1490 2.9550 3,357.08551190.00 10 0.9603 0.0000 5.8355 0.0355 3,362.92101200.00 10 1.6683 0.0000 13.1430 0.0000 3,376.06401210.00 10 0.9517 0.0000 13.1000 0.0000 3,389.16401220.00 10 0.8448 0.0000 8.9825 0.0000 3,398.14651230.00 10 1.9520 0.0000 13.9840 0.0000 3,412.13051240.00 10 2.2042 0.0000 20.7810 0.0000 3,432.91151250.00 10 0.7205 0.0000 14.6235 0.0000 3,447.53501260.00 10 0.1067 0.2322 4.1360 1.1610 3,451.67101270.00 10 0.4337 0.0000 2.7020 1.1610 3,454.37301280.00 10 0.5098 0.0000 4.7175 0.0000 3,459.09051290.00 10 0.5503 0.0000 5.3005 0.0000 3,464.39101300.00 10 0.5561 0.0000 5.5320 0.0000 3,469.92301310.00 10 0.5272 0.0000 5.4165 0.0000 3,475.33951320.00 10 0.5076 0.0000 5.1740 0.0000 3,480.51351330.00 10 0.4537 0.0000 4.8065 0.0000 3,485.32001340.00 10 0.4097 0.0000 4.3170 0.0000 3,489.63701350.00 10 0.3564 0.0000 3.8305 0.0000 3,493.46751360.00 10 0.2880 0.0000 3.2220 0.0000 3,496.68951370.00 10 0.2869 0.0000 2.8745 0.0000 3,499.56401380.00 10 0.2671 0.0002 2.7700 0.0010 3,502.33401390.00 10 0.2413 0.0048 2.5420 0.0250 3,504.87601400.00 10 0.2336 0.0054 2.3745 0.0510 3,507.25051410.00 10 0.2310 0.0022 2.3230 0.0380 3,509.57351420.00 10 0.2708 0.0016 2.5090 0.0190 3,512.08251430.00 10 0.6717 0.0000 4.7125 0.0080 3,516.79501440.00 10 1.8516 0.0000 12.6165 0.0000 3,529.41151450.00 10 2.6075 0.0000 22.2955 0.0000 3,551.70701460.00 10 2.9519 0.0000 27.7970 0.0000 3,579.50401470.00 10 1.5515 0.0000 22.5170 0.0000 3,602.02101480.00 10 0.0000 1.4783 7.7575 7.3915 3,609.77851490.00 10 0.0550 0.4650 0.2750 9.7165 3,610.05351500.00 10 0.0468 0.5349 0.5090 4.9995 3,610.56251510.00 10 0.0057 0.9049 0.2625 7.1990 3,610.82501520.00 10 0.1075 0.2289 0.5660 5.6690 3,611.39101530.00 10 2.2520 0.0000 11.7975 1.1445 3,623.18851540.00 10 0.5080 0.0000 13.8000 0.0000 3,636.98851550.00 10 0.2813 0.0000 3.9465 0.0000 3,640.93501560.00 10 0.2835 0.0000 2.8240 0.0000 3,643.75901570.00 10 0.2844 0.0000 2.8395 0.0000 3,646.59851580.00 10 0.2455 0.0009 2.6495 0.0045 3,649.24801590.00 10 0.2245 0.0045 2.3500 0.0270 3,651.59801600.00 10 0.2076 0.0106 2.1605 0.0755 3,653.75851610.00 10 0.1949 0.0173 2.0125 0.1395 3,655.7710

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EXPLANACIONES


ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte1620.00 10 0.1862 0.0211 1.9055 0.1920 3,657.67651630.00 10 0.1804 0.0248 1.8330 0.2295 3,659.50951640.00 10 0.2182 0.0055 1.9930 0.1515 3,661.50251650.00 10 0.2446 0.0074 2.3140 0.0645 3,663.81651660.00 10 0.2468 0.0026 2.4570 0.0500 3,666.27351670.00 10 0.2473 0.0015 2.4705 0.0205 3,668.74401680.00 10 0.7998 0.0000 5.2355 0.0075 3,673.97951690.00 10 0.9238 0.0000 8.6180 0.0000 3,682.59751700.00 10 0.1615 0.0401 5.4265 0.2005 3,688.02401710.00 10 0.1083 0.2155 1.3490 1.2780 3,689.37301720.00 10 0.0382 0.5618 0.7325 3.8865 3,690.10551730.00 10 0.0030 0.9387 0.2060 7.5025 3,690.31151740.00 10 0.0000 1.1822 0.0150 10.6045 3,690.32651750.00 10 0.0992 0.2794 0.4960 7.3080 3,690.82251760.00 10 0.8346 0.0000 4.6690 1.3970 3,695.49151770.00 10 1.2918 0.0000 10.6320 0.0000 3,706.12351780.00 10 0.5854 0.0000 9.3860 0.0000 3,715.50951790.00 10 0.2300 0.0035 4.0770 0.0175 3,719.58651800.00 10 0.1948 0.0280 2.1240 0.1575 3,721.71051810.00 10 0.1908 0.0560 1.9280 0.4200 3,723.63851820.00 10 0.1539 0.1122 1.7235 0.8410 3,725.36201830.00 10 0.1171 0.1942 1.3550 1.5320 3,726.71701840.00 10 0.1134 0.2062 1.1525 2.0020 3,727.86951850.00 10 0.1157 0.1994 1.1455 2.0280 3,729.01501860.00 10 0.1240 0.1733 1.1985 1.8635 3,730.21351870.00 10 0.1329 0.1440 1.2845 1.5865 3,731.49801880.00 10 0.1540 0.0755 1.4345 1.0975 3,732.93251890.00 10 1.0330 0.0000 5.9350 0.3775 3,738.86751900.00 10 1.2541 0.0000 11.4355 0.0000 3,750.30301910.00 10 1.1591 0.0000 12.0660 0.0000 3,762.36901920.00 10 0.3844 0.0000 7.7175 0.0000 3,770.08651930.00 10 1.0181 0.0000 7.0125 0.0000 3,777.09901940.00 10 3.8903 0.0000 24.5420 0.0000 3,801.64101950.00 10 0.0000 13.8000 19.4515 69.0000 3,821.09251960.00 10 0.0000 8.3000 0.0000 110.5000 3,821.09251970.00 10 0.0000 2.3000 0.0000 53.0000 3,821.09251980.00 10 0.0066 0.8918 0.0330 15.9590 3,821.12551990.00 10 0.0140 0.7851 0.1030 8.3845 3,821.2285

2+000 2000.00 10 0.0140 0.7816 0.1400 7.8335 3,821.36852010.00 10 0.3398 0.0000 1.7690 3.9080 3,823.13752020.00 10 1.0872 0.0000 7.1350 0.0000 3,830.27252030.00 10 1.4124 0.0000 12.4980 0.0000 3,842.77052040.00 10 1.1246 0.0000 12.6850 0.0000 3,855.45552050.00 10 1.2135 0.0000 11.6905 0.0000 3,867.14602060.00 10 1.3448 0.0000 12.7915 0.0000 3,879.93752070.00 10 1.0952 0.0000 12.2000 0.0000 3,892.13752080.00 10 3.0367 0.0000 20.6595 0.0000 3,912.79702090.00 10 2.0890 0.0000 25.6285 0.0000 3,938.42552100.00 10 0.0076 0.9661 10.4830 4.8305 3,948.90852110.00 10 0.0003 1.0867 0.0395 10.2640 3,948.94802120.00 10 0.0000 2.5939 0.0015 18.4030 3,948.94952130.00 10 0.0080 0.9145 0.0400 17.5420 3,948.98952140.00 10 0.7947 0.0000 4.0135 4.5725 3,953.00302150.00 10 3.1952 0.0000 19.9495 0.0000 3,972.9525

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EXPLANACIONES


ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte2160.00 10 0.6495 0.0000 19.2235 0.0000 3,992.17602170.00 10 1.0997 0.0000 8.7460 0.0000 4,000.92202180.00 10 0.7881 0.0000 9.4390 0.0000 4,010.36102190.00 10 1.8731 0.0000 13.3060 0.0000 4,023.66702200.00 10 0.6997 0.0000 12.8640 0.0000 4,036.53102210.00 10 0.0718 0.3737 3.8575 1.8685 4,040.38852220.00 10 0.0080 0.8653 0.3990 6.1950 4,040.78752230.00 10 0.2296 0.0027 1.1880 4.3400 4,041.97552240.00 10 0.4606 0.0000 3.4510 0.0135 4,045.42652250.00 10 0.4963 0.0000 4.7845 0.0000 4,050.21102260.00 10 0.5401 0.0000 5.1820 0.0000 4,055.39302270.00 10 0.5219 0.0000 5.3100 0.0000 4,060.70302280.00 10 0.5010 0.0000 5.1145 0.0000 4,065.81752290.00 10 0.5791 0.0000 5.4005 0.0000 4,071.21802300.00 10 0.6755 0.0000 6.2730 0.0000 4,077.49102310.00 10 0.4859 0.0000 5.8070 0.0000 4,083.29802320.00 10 0.4211 0.0000 4.5350 0.0000 4,087.83302330.00 10 0.4270 0.0000 4.2405 0.0000 4,092.07352340.00 10 0.5610 0.0000 4.9400 0.0000 4,097.01352350.00 10 0.8218 0.0000 6.9140 0.0000 4,103.92752360.00 10 0.1792 0.0204 5.0050 0.1020 4,108.93252370.00 10 0.0299 0.6184 1.0455 3.1940 4,109.97802380.00 10 0.1403 0.1445 0.8510 3.8145 4,110.82902390.00 10 0.7525 0.0000 4.4640 0.7225 4,115.29302400.00 10 1.4510 0.0000 11.0175 0.0000 4,126.31052410.00 10 2.1420 0.0000 17.9650 0.0000 4,144.27552420.00 10 1.9956 0.0000 20.6880 0.0000 4,164.96352430.00 10 0.0259 0.5999 10.1075 2.9995 4,175.07102440.00 10 0.0552 0.5537 0.4055 5.7680 4,175.47652450.00 10 0.0996 0.2583 0.7740 4.0600 4,176.25052460.00 10 0.1811 0.0171 1.4035 1.3770 4,177.65402470.00 10 0.3061 0.0000 2.4360 0.0855 4,180.09002480.00 10 0.3396 0.0000 3.2285 0.0000 4,183.31852490.00 10 0.3249 0.0000 3.3225 0.0000 4,186.6410

2+500 2500.00 10 0.3133 0.0000 3.1910 0.0000 4,189.83202510.00 10 0.1860 0.0221 2.4965 0.1105 4,192.32852520.00 10 0.0067 0.8926 0.9635 4.5735 4,193.29202530.00 10 1.5446 0.0000 7.7565 4.4630 4,201.04852540.00 10 3.8140 0.0000 26.7930 0.0000 4,227.84152550.00 10 1.9928 0.0000 29.0340 0.0000 4,256.87552560.00 10 1.4108 0.0000 17.0180 0.0000 4,273.89352570.00 10 1.7782 0.0000 15.9450 0.0000 4,289.83852580.00 10 1.5720 0.0000 16.7510 0.0000 4,306.58952590.00 10 1.4669 0.0000 15.1945 0.0000 4,321.78402600.00 10 0.9072 0.0000 11.8705 0.0000 4,333.65452610.00 10 0.0706 0.3467 4.8890 1.7335 4,338.54352620.00 10 0.0134 0.7797 0.4200 5.6320 4,338.96352630.00 10 0.0000 1.2463 0.0670 10.1300 4,339.03052640.00 10 0.0125 0.8030 0.0625 10.2465 4,339.09302650.00 10 0.0029 0.9887 0.0770 8.9585 4,339.17002660.00 10 0.0371 0.5778 0.2000 7.8325 4,339.37002670.00 10 0.1014 0.2446 0.6925 4.1120 4,340.06252680.00 10 0.6491 0.0000 3.7525 1.2230 4,343.81502690.00 10 2.2706 0.0000 14.5985 0.0000 4,358.4135

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EXPLANACIONES


ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte2700.00 10 2.1202 0.0000 21.9540 0.0000 4,380.36752710.00 10 1.3700 0.0000 17.4510 0.0000 4,397.81852720.00 10 1.0049 0.0000 11.8745 0.0000 4,409.69302730.00 10 0.5865 0.0000 7.9570 0.0000 4,417.65002740.00 10 0.1842 0.0220 3.8535 0.1100 4,421.50352750.00 10 0.1175 0.1909 1.5085 1.0645 4,423.01202760.00 10 0.0632 0.4204 0.9035 3.0565 4,423.91552770.00 10 0.0255 0.6641 0.4435 5.4225 4,424.35902780.00 10 0.1351 0.1327 0.8030 3.9840 4,425.16202790.00 10 0.8862 0.0000 5.1065 0.6635 4,430.26852800.00 10 0.8362 0.0000 8.6120 0.0000 4,438.88052810.00 10 0.5654 0.0000 7.0080 0.0000 4,445.88852820.00 10 0.3139 0.0000 4.3965 0.0000 4,450.28502830.00 10 0.1505 0.0794 2.3220 0.3970 4,452.60702840.00 10 0.1391 0.1157 1.4480 0.9755 4,454.05502850.00 10 0.6091 0.0000 3.7410 0.5785 4,457.79602860.00 10 1.2056 0.0000 9.0735 0.0000 4,466.86952870.00 10 1.6312 0.0000 14.1840 0.0000 4,481.05352880.00 10 1.3833 0.0000 15.0725 0.0000 4,496.12602890.00 10 1.1445 0.0000 12.6390 0.0000 4,508.76502900.00 10 0.9193 0.0000 10.3190 0.0000 4,519.08402910.00 10 0.6773 0.0000 7.9830 0.0000 4,527.06702920.00 10 0.4275 0.0000 5.5240 0.0000 4,532.59102930.00 10 0.2146 0.0063 3.2105 0.0315 4,535.80152940.00 10 0.2363 0.0066 2.2545 0.0645 4,538.05602950.00 10 0.8415 0.0000 5.3890 0.0330 4,543.44502960.00 10 1.2753 0.0000 10.5840 0.0000 4,554.02902970.00 10 0.7610 0.0000 10.1815 0.0000 4,564.21052980.00 10 0.3413 0.0000 5.5115 0.0000 4,569.72202990.00 10 0.2485 0.0009 2.9490 0.0045 4,572.6710

3+000 3000.00 10 0.2322 0.0030 2.4035 0.0195 4,575.07453010.00 10 0.2252 0.0045 2.2870 0.0375 4,577.36153020.00 10 0.2575 0.0011 2.4135 0.0280 4,579.77503030.00 10 1.2108 0.0000 7.3415 0.0055 4,587.11653040.00 10 3.8146 0.0000 25.1270 0.0000 4,612.24353050.00 10 4.3433 0.0000 40.7895 0.0000 4,653.03303060.00 10 3.9208 0.0000 41.3205 0.0000 4,694.35353070.00 10 3.3628 0.0000 36.4180 0.0000 4,730.77153080.00 10 1.0422 0.0000 22.0250 0.0000 4,752.79653090.00 10 0.6449 0.0000 8.4355 0.0000 4,761.23203100.00 10 0.6336 0.0000 6.3925 0.0000 4,767.62453110.00 10 1.7518 0.0000 11.9270 0.0000 4,779.55153120.00 10 0.9674 0.0000 13.5960 0.0000 4,793.14753130.00 10 0.1238 0.1526 5.4560 0.7630 4,798.60353140.00 10 0.0014 1.0019 0.6260 5.7725 4,799.22953150.00 10 0.0000 2.4876 0.0070 17.4475 4,799.23653160.00 10 0.0000 2.5742 0.0000 25.3090 4,799.23653170.00 10 0.0000 2.3951 0.0000 24.8465 4,799.23653180.00 10 0.0000 1.3750 0.0000 18.8505 4,799.23653190.00 10 1.0889 0.0000 5.4445 6.8750 4,804.68103200.00 10 0.0000 0.0000 5.4445 0.0000 4,810.12553210.00 10 1.0638 0.0000 5.3190 0.0000 4,815.44453220.00 10 0.7192 0.0000 8.9150 0.0000 4,824.35953230.00 10 1.1665 0.0000 9.4285 0.0000 4,833.7880

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ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte3240.00 10 0.3591 0.0000 7.6280 0.0000 4,841.41603250.00 10 0.0257 0.6709 1.9240 3.3545 4,843.34003260.00 10 0.0000 1.2923 0.1285 9.8160 4,843.46853270.00 10 0.1523 0.0683 0.7615 6.8030 4,844.23003280.00 10 0.2655 0.0000 2.0890 0.3415 4,846.31903290.00 10 0.2719 0.0000 2.6870 0.0000 4,849.00603300.00 10 0.2729 0.0000 2.7240 0.0000 4,851.73003310.00 10 0.2516 0.0000 2.6225 0.0000 4,854.35253320.00 10 0.2522 0.0000 2.5190 0.0000 4,856.87153330.00 10 0.3748 0.0000 3.1350 0.0000 4,860.00653340.00 10 1.3795 0.0000 8.7715 0.0000 4,868.77803350.00 10 3.4502 0.0000 24.1485 0.0000 4,892.92653360.00 10 1.0751 0.0000 22.6265 0.0000 4,915.55303370.00 10 0.0000 3.1143 5.3755 15.5715 4,920.92853380.00 10 0.0000 2.1901 0.0000 26.5220 4,920.92853390.00 10 0.0000 3.1763 0.0000 26.8320 4,920.92853400.00 10 0.0379 0.5741 0.1895 18.7520 4,921.11803410.00 10 1.6937 0.0000 8.6580 2.8705 4,929.77603420.00 10 3.7480 0.0000 27.2085 0.0000 4,956.98453430.00 10 2.2049 0.0000 29.7645 0.0000 4,986.74903440.00 10 1.4239 0.0000 18.1440 0.0000 5,004.89303450.00 10 1.3039 0.0000 13.6390 0.0000 5,018.53203460.00 10 1.3255 0.0000 13.1470 0.0000 5,031.67903470.00 10 0.7932 0.0000 10.5935 0.0000 5,042.27253480.00 10 0.3054 0.0000 5.4930 0.0000 5,047.76553490.00 10 0.1587 0.0567 2.3205 0.2835 5,050.0860

3+500 3500.00 10 0.1215 0.1764 1.4010 1.1655 5,051.48703510.00 10 0.0893 0.3013 1.0540 2.3885 5,052.54103520.00 10 0.0620 0.4313 0.7565 3.6630 5,053.29753530.00 10 0.0393 0.5660 0.5065 4.9865 5,053.80403540.00 10 0.0217 0.7053 0.3050 6.3565 5,054.10903550.00 10 0.0129 0.8018 0.1730 7.5355 5,054.28203560.00 10 0.1016 0.2562 0.5725 5.2900 5,054.85453570.00 10 0.4962 0.0000 2.9890 1.2810 5,057.84353580.00 10 1.0290 0.0000 7.6260 0.0000 5,065.46953590.00 10 0.8711 0.0000 9.5005 0.0000 5,074.97003600.00 10 0.6901 0.0000 7.8060 0.0000 5,082.77603610.00 10 0.4743 0.0000 5.8220 0.0000 5,088.59803620.00 10 0.1653 0.0466 3.1980 0.2330 5,091.79603630.00 10 0.1443 0.1168 1.5480 0.8170 5,093.34403640.00 10 0.5008 0.0000 3.2255 0.5840 5,096.56953650.00 10 0.8912 0.0000 6.9600 0.0000 5,103.52953660.00 10 0.4956 0.0000 6.9340 0.0000 5,110.46353670.00 10 0.3171 0.0000 4.0635 0.0000 5,114.52703680.00 10 0.3198 0.0000 3.1845 0.0000 5,117.71153690.00 10 0.3475 0.0000 3.3365 0.0000 5,121.04803700.00 10 0.3440 0.0000 3.4575 0.0000 5,124.50553710.00 10 0.3425 0.0000 3.4325 0.0000 5,127.93803720.00 10 0.3484 0.0000 3.4545 0.0000 5,131.39253730.00 10 0.3605 0.0000 3.5445 0.0000 5,134.93703740.00 10 0.3577 0.0000 3.5910 0.0000 5,138.52803750.00 10 0.3340 0.0000 3.4585 0.0000 5,141.98653760.00 10 0.2912 0.0000 3.1260 0.0000 5,145.11253770.00 10 0.2390 0.0023 2.6510 0.0115 5,147.7635

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ProgresivaDist


Km Prog. Corte Relleno C. T. N. C. R. S. RELLENO Corte3780.00 10 0.2490 0.0004 2.4400 0.0135 5,150.20353790.00 10 0.3941 0.0000 3.2155 0.0020 5,153.41903800.00 10 0.6751 0.0000 5.3460 0.0000 5,158.76503810.00 10 1.0266 0.0000 8.5085 0.0000 5,167.27353820.00 10 0.5714 0.0000 7.9900 0.0000 5,175.26353830.00 10 0.0000 2.2371 2.8570 11.1855 5,178.12053840.00 10 0.9721 0.0000 4.8605 11.1855 5,182.98103850.00 10 1.0718 0.0000 10.2195 0.0000 5,193.20053860.00 10 0.8375 0.0000 9.5465 0.0000 5,202.74703870.00 10 0.3663 0.0000 6.0190 0.0000 5,208.76603880.00 10 0.1605 0.0315 2.6340 0.1575 5,211.40003890.00 10 0.1517 0.0858 1.5610 0.5865 5,212.96103900.00 10 0.1955 0.0163 1.7360 0.5105 5,214.69703910.00 10 0.6305 0.0000 4.1300 0.0815 5,218.82703920.00 10 0.4771 0.0000 5.5380 0.0000 5,224.36503930.00 10 0.0408 0.5636 2.5895 2.8180 5,226.95453940.00 10 0.0000 1.2129 0.2040 8.8825 5,227.15853950.00 10 0.0120 0.7998 0.0600 10.0635 5,227.21853960.00 10 0.0618 0.4222 0.3690 6.1100 5,227.58753970.00 10 0.2205 0.1103 1.4115 2.6625 5,228.99903980.00 10 0.4200 0.0000 3.2025 0.5515 5,232.20153990.00 10 0.7891 0.0000 6.0455 0.0000 5,238.2470

4+000 4000.00 10 1.1528 0.0000 9.7095 0.0000 5,247.95654010.00 10 1.2580 0.0000 12.0540 0.0000 5,260.01054020.00 10 0.7479 0.0000 10.0295 0.0000 5,270.0400

4+030 4030.00 10 0.1715 0.0345 4.5970 0.1725 5,274.6370

TOTAL 2,646.23 2,628.41 1,531.40

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EXPLANACIONES

MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNIN

Volúmen Total (m3)

Relleno0.00000.00000.00000.00000.00000.00000.00000.00000.00009.0430

18.086030.523045.131560.058573.137573.461073.461073.461077.661584.440587.019087.019087.019087.728588.438088.4380

106.0350178.5645279.4815363.3765433.9465490.4680516.5800518.8300518.8300524.3300529.8300544.3300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300558.8300

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EXPLANACIONES


Volúmen Total (m3)

Relleno558.8300558.8300563.0800568.9575572.9045577.7870580.7890581.2895581.3510581.3510581.3510581.3510581.3510581.4020587.7665597.1145600.7655602.8320606.2290610.1755615.6760622.4895626.5480627.2940627.2940627.2940627.2940627.2940627.2940627.2940627.2940628.8590633.5660640.7900645.5115646.1510646.1510646.1510646.1510646.1510646.1510646.1510646.1510646.1625646.2115646.2685646.2915646.2950646.2950646.2950646.2955646.3055646.3380646.3610

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EXPLANACIONES


Volúmen Total (m3)

Relleno646.3610646.3655646.3700649.3165662.0640684.1650698.6460701.5420704.7830710.2285713.1835713.2190713.2190713.2190713.2190713.2190713.2190713.2190714.3800715.5410715.5410715.5410715.5410715.5410715.5410715.5410715.5410715.5410715.5410715.5410715.5420715.5670715.6180715.6560715.6750715.6830715.6830715.6830715.6830715.6830723.0745732.7910737.7905744.9895750.6585751.8030751.8030751.8030751.8030751.8030751.8075751.8345751.9100752.0495

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EXPLANACIONES


Volúmen Total (m3)

Relleno752.2415752.4710752.6225752.6870752.7370752.7575752.7650752.7650752.9655754.2435758.1300765.6325776.2370783.5450784.9420784.9420784.9420784.9595785.1170785.5370786.3780787.9100789.9120791.9400793.8035795.3900796.4875796.8650796.8650796.8650796.8650796.8650796.8650865.8650976.3650

1,029.36501,045.32401,053.70851,061.54201,065.45001,065.45001,065.45001,065.45001,065.45001,065.45001,065.45001,065.45001,065.45001,070.28051,080.54451,098.94751,116.48951,121.06201,121.0620

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EXPLANACIONES


Volúmen Total (m3)

Relleno1,121.06201,121.06201,121.06201,121.06201,121.06201,122.93051,129.12551,133.46551,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.47901,133.58101,136.77501,140.58951,141.31201,141.31201,141.31201,141.31201,144.31151,150.07951,154.13951,155.51651,155.60201,155.60201,155.60201,155.60201,155.71251,160.28601,164.74901,164.74901,164.74901,164.74901,164.74901,164.74901,164.74901,164.74901,166.48251,172.11451,182.24451,192.49101,201.44951,209.28201,213.39401,214.61701,214.6170

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EXPLANACIONES


Volúmen Total (m3)

Relleno1,214.61701,214.61701,214.61701,214.61701,214.72701,215.79151,218.84801,224.27051,228.25451,228.91801,228.91801,228.91801,228.91801,229.31501,230.29051,230.86901,230.86901,230.86901,230.86901,230.86901,230.86901,230.86901,230.86901,230.90051,230.96501,230.99801,230.99801,230.99801,230.99801,231.00251,231.02201,231.05951,231.08751,231.09301,231.09301,231.09301,231.09301,231.09301,231.09301,231.09301,231.09301,231.09301,231.09301,231.85601,237.62851,255.07601,280.38501,305.23151,324.08201,330.95701,330.95701,330.95701,330.95701,330.9570

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EXPLANACIONES


Volúmen Total (m3)

Relleno1,330.95701,334.31151,344.12751,350.93051,351.27201,351.27201,351.27201,351.27201,351.27201,351.27201,351.27201,351.27201,351.27201,366.84351,393.36551,420.19751,438.94951,441.82001,441.82001,441.82001,441.82001,441.82001,441.82001,441.82001,441.82001,442.10351,443.26901,445.65751,449.32051,454.30701,460.66351,468.19901,473.48901,474.77001,474.77001,474.77001,474.77001,474.77001,475.00301,475.82001,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.40401,476.4155

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EXPLANACIONES


Volúmen Total (m3)

Relleno1,476.42901,476.43101,476.43101,476.43101,476.43101,487.61651,498.80201,498.80201,498.80201,498.80201,498.95951,499.54601,500.05651,500.13801,500.13801,502.95601,511.83851,521.90201,528.01201,530.67451,531.22601,531.22601,531.22601,531.22601,531.22601,531.3985

HOJA DE METRADOS


Item Descripción Und. N° Largo Ancho Altura01 CAMINO DE HERRADURA01.01 OBRAS PROVISIONALES01.01.01 MOVILIZACION Y DESMOVILIZACION DE MAQUINARIAS glb 1.00 01.01.02 ALMACEN PARA MATERIALES m2 12.00 4.00

01.02 TRABAJOS PRELIMINARES01.02.01 LIMPIEZA Y DEFORESTACION m2

KM 0+000 - 1+000 m2 1 1,000.00 0.80 KM 1+000 - 2+000 m2 1 1,000.00 0.80 KM 2+000 - 3+000 m2 1 1,000.00 0.80 KM 3+000 - 4+000 m2 1 1,000.00 0.80 KM 4+000 - 4+030 m2 1 30.00 0.80

01.02.02 TRAZO Y REPLANTEO m2KM 0+000 - 1+000 m2 1 1,000.00 KM 1+000 - 2+000 m2 1 1,000.00 KM 2+000 - 3+000 m2 1 1,000.00 KM 3+000 - 4+000 m2 1 1,000.00 KM 4+000 - 4+030 m2 1 30.00

01.03 MOVIMIENTO DE TIERRAS01.03.01 CORTE DE MATERIAL SUELTO R=460 M3/DIA m3 2,646.23 01.03.02 CORTE ROCA SUELTA m3 2,628.41 01.03.03 CONFORMACION DE TERRAPLENES R= 790 m3/día m3 1,531.40

1,114.83 01.04 SUPERFICIE DE TRANSITO Y AFIRMADO01.04.01 LASTRADO E=7.5 CM m3 1 2.00 4,030.00 0.08

01.05 SEÑALIZACION01.05.01 POSTES KILOMETRICOS u 5.00

02 OBRAS DE ARTE02.01 ALCANTARILLAS02.01.01 DEMOLICION DE CONCRETO m3 18.00 02.01.02 LIMPIEZA DE TERRENO MANUAL m2 246.00 02.01.03 TRAZO Y REPLANTEO PRELIMINAR m2 246.00 02.01.04 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 102.67 02.01.05 RELLENO Y COMPACTADO CON MATERIAL DE PRESTAMO m3 7.80 02.01.06 RELLENO Y COMPACTADO CON MATERIAL GRANULAR m3 102.67 02.01.07 ALCANTARILLA TMC 0=36" C=14 R=10 m/día m 15.00 02.01.08 CONCRETO f'c=210 kg/cm2 m3 50.00 02.01.09 ENCOFRADO Y DESENCOFRADO m2 149.10 02.01.10 FIERRO CORRUGADO FY=4200 KG/CM2 kg 268.85 02.01.11 EMBOQUILLADO DE PIEDRA Y CONCRETO f'c=140 kg/cm2 m3 31.71

02.02 PONTONES02.02.01 LIMPIEZA DE TERRENO MANUAL m2 2 8.00 5.00 02.02.02 TRAZO Y REPLANTEO PRELIMINAR m2 2 8.00 5.00 02.02.03 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 2 20.83 0.50 02.02.04 EXCAVACION DE ZANJAS BAJO AGUA m3 2 20.83 1.50

HOJA DE METRADOS


Item Descripción Und. N° Largo Ancho Altura02.02.05 RELLENO Y COMPACTADO CON MATERIAL GRANULAR m3 2 4.00 1.50 5.00 02.02.06 GRAVA DE 1/2" m3 2 3.00 0.60 2.00

1 3.00 0.30 0.30 2 3.00 0.30 1.29

02.02.07 CONCRETO f'c=210 kg/cm2 m3 2 20.83 0.60 m3 2 8.90 0.40 4.88 m3 1 0.30 3.00 0.30 m3 1 0.30 3.00 1.29

02.02.08 ENCOFRADO Y DESENCOFRADO m2 2 21.02 0.60 m2 4 7.90 4.88 m2 4 2.90 0.41

02.02.09 FIERRO CORRUGADO FY=4200 KG/CM2 kg 4,138.43

02.03 DEFENSA RIBEREÑA02.03.01 LIMPIEZA DE TERRENO MANUAL m2 4 3.00 1.80 02.03.02 TRAZO Y REPLANTEO PRELIMINAR m2 4 3.00 1.80 02.03.03 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 4 3.00 1.80 0.50 02.03.04 EXCAVACION DE ZANJAS BAJO AGUA m3 4 3.00 1.80 0.90 02.03.05 CONCRETO f'c=175 kg/cm2 + 70 % P.G. m3 4 3.00 1.80 0.60

m3 4 3.00 0.40 2.80 m3 2 3.00 0.80 2.80

02.03.06 ENCOFRADO Y DESENCOFRADO m2 4 3.00 7.10

03 FLETE03.01 FLETE03.01.01 FLETE TERRESTRE glb 1.00 03.01.02 FLETE FLUVIAL glb 1.00

04 CONTROL DE CALIDAD04.01 ENSAYO DE RESISTENCIA A LA COMPRESION u 10.00 04.02 DISEÑO DE MEZCLA DE CONCRETO u 1.00

05 MEDIDAS DE MITIGACION AMBIENTAL05.01 INSTALACION DE LETRINA SANITARIA u 1.00 05.02 CONTENEDOR DE BASURA u 3.00 05.03 MANEJO DE RESIDUOS SOLIDOS glb 1.00 05.04 SEMBRADO DE PLANTONES u 200.00

06 PROGRAMA DE SEGURIDAD Y SALUD06.01 SEGURIDAD Y SALUD EN OBRA glb 1.00

07 MODULO DE INDUMENTARIA RURAL07.01 MODULO DE INDUMENTARIA RURAL glb 1.00


Parcial Total

1.00 1.00 48.00 48.00

3,224.00 800.00 800.00 800.00 800.00 24.00

4,030.00 1,000.00 1,000.00 1,000.00 1,000.00

30.00

2,646.23 2,646.23 2,628.41 2,628.41 1,531.40 1,531.40

604.50 604.50

5.00 5.00

18.00 18.00 246.00 246.00 246.00 246.00 102.67 102.67

7.80 7.80 102.67 102.67 15.00 15.00 50.00 50.00

149.10 149.10 268.85 268.85 31.71 31.71

80.00 80.00 80.00 80.00 20.83 20.83 62.49 62.49


Parcial Total60.00 60.00 7.20 0.27 2.32 9.79

25.00 34.71 0.27 1.16 61.14

25.22 154.05

4.79 184.06 4,138.43 4,138.43

21.60 21.60 21.60 21.60 10.80 10.80 19.44 19.44 12.96 13.44 13.44 39.84 85.20 85.20

1.00 1.00 1.00 1.00

10.00 10.00 1.00 1.00

1.00 1.00 3.00 3.00 1.00 1.00

200.00 200.00

1.00 1.00

1.00 1.00

Presupuesto

Presupuesto MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNINCliente FONDO NACIONAL DE COOPERACION PARA EL DESARROLLO SOCIALLugar JUNIN - SATIPO - RIO TAMBO

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

01 CAMINO DE HERRADURA01.01 OBRAS PROVISIONALES01.01.01 MOVILIZACION Y DESMOVILIZACION DE MAQUINARIAS glb 1.00 7,500.00 7,500.00 01.01.02 ALMACEN PARA MATERIALES m2 48.00 36.09 1,732.32

01.02 TRABAJOS PRELIMINARES01.02.01 LIMPIEZA Y DEFORESTACION m2 3,224.00 1.39 4,481.36 01.02.02 TRAZO Y REPLANTEO m 4,030.00 1.59 6,407.70

01.03 MOVIMIENTO DE TIERRAS01.03.01 CORTE DE MATERIAL SUELTO R=460 M3/DIA m3 2,646.23 4.90 12,966.53 01.03.02 CORTE ROCA SUELTA m3 2,628.41 18.32 48,152.47 01.03.03 CONFORMACION DE TERRAPLENES R= 790 m3/día m3 1,531.40 2.89 4,425.75

01.04 SUPERFICIE DE TRANSITO Y AFIRMADO01.04.01 LASTRADO E=7.5 CM m3 604.50 94.00 56,823.00

01.05 SEÑALIZACION01.05.01 POSTES KILOMETRICOS u 5.00 75.49 377.45

02 OBRAS DE ARTE02.01 ALCANTARILLAS02.01.01 DEMOLICION DE CONCRETO m3 18.00 55.13 992.34 02.01.02 LIMPIEZA DE TERRENO MANUAL m2 246.00 1.47 361.62 02.01.03 TRAZO Y REPLANTEO PRELIMINAR m2 246.00 2.54 624.84 02.01.04 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 102.67 14.70 1,509.25 02.01.05 RELLENO Y COMPACTADO CON MATERIAL DE PRESTAMO m3 7.80 42.63 332.51 02.01.06 RELLENO Y COMPACTADO CON MATERIAL GRANULAR m3 102.67 97.63 10,023.67 02.01.07 ALCANTARILLA TMC 0=36" C=14 R=10 m/día m 15.00 274.60 4,119.00 02.01.08 CONCRETO f'c=210 kg/cm2 m3 50.00 287.66 14,383.00 02.01.09 ENCOFRADO Y DESENCOFRADO m2 149.10 36.53 5,446.62 02.01.10 FIERRO CORRUGADO FY=4200 KG/CM2 kg 268.85 5.57 1,497.49 02.01.11 EMBOQUILLADO DE PIEDRA Y CONCRETO f'c=140 kg/cm2 m3 31.71 162.85 5,163.97

02.02 PONTONES02.02.01 LIMPIEZA DE TERRENO MANUAL m2 80.00 1.47 117.60 02.02.02 TRAZO Y REPLANTEO PRELIMINAR m2 80.00 2.54 203.20 02.02.03 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 20.83 14.70 306.20 02.02.04 EXCAVACION DE ZANJAS BAJO AGUA m3 62.49 49.86 3,115.75 02.02.05 RELLENO Y COMPACTADO CON MATERIAL GRANULAR m3 60.00 97.63 5,857.80 02.02.06 GRAVA DE 1/2" m3 9.79 134.63 1,318.03 02.02.07 CONCRETO f'c=210 kg/cm2 m3 61.14 287.66 17,587.53 02.02.08 ENCOFRADO Y DESENCOFRADO m2 184.06 36.53 6,723.71 02.02.09 FIERRO CORRUGADO FY=4200 KG/CM2 kg 4,138.43 5.57 23,051.06 02.02.10 SUM. Y COLOCACION DE ROLLIZOS D=0.35M m 11.05 274.35 3,031.57

Presupuesto

Presupuesto MEJORAMIENTO DEL CAMINO DE HERRADURA TRAMO SABARENI - POYENI, RIO TAMBO, DISTRITO DE RIO TAMBO, PROVINCIA DE SATIPO – JUNINCliente FONDO NACIONAL DE COOPERACION PARA EL DESARROLLO SOCIALLugar JUNIN - SATIPO - RIO TAMBO

Item Descripción Und. Metrado Precio S/. Parcial S/.02.02.11 COLOCACION DE TABLERO DE MADERA m 11.05 125.42 1,385.89 02.02.12 COLOCACION BARANDA DE MADERA m 22.10 67.31 1,487.55

02.03 DEFENSA RIBEREÑA02.03.01 LIMPIEZA DE TERRENO MANUAL m2 21.60 1.47 31.75 02.03.02 TRAZO Y REPLANTEO PRELIMINAR m2 21.60 2.54 54.86 02.03.03 EXCAVACION DE ZANJAS PARA ESTRUCTURAS m3 10.80 14.70 158.76 02.03.04 EXCAVACION DE ZANJAS BAJO AGUA m3 19.44 49.86 969.28 02.03.05 CONCRETO f'c=175 kg/cm2 + 70 % P.G. m3 39.84 170.85 6,806.66 02.03.06 ENCOFRADO Y DESENCOFRADO m2 85.20 36.53 3,112.36

03 FLETE03.01 FLETE03.01.01 FLETE TERRESTRE glb 1.00 7,100.00 7,100.00 03.01.02 FLETE FLUVIAL glb 1.00 7,500.00 7,500.00

04 CONTROL DE CALIDAD04.01 ENSAYO DE RESISTENCIA A LA COMPRESION u 10.00 30.00 300.00 04.02 DISEÑO DE MEZCLA DE CONCRETO u 1.00 350.00 350.00

05 MEDIDAS DE MITIGACION AMBIENTAL05.01 INSTALACION DE LETRINA SANITARIA u 1.00 734.03 734.03 05.02 CONTENEDOR DE BASURA u 3.00 129.78 389.34 05.03 MANEJO DE RESIDUOS SOLIDOS glb 1.00 450.00 450.00 05.04 SEMBRADO DE PLANTONES u 200.00 5.20 1,040.00

06 PROGRAMA DE SEGURIDAD Y SALUD06.01 SEGURIDAD Y SALUD EN OBRA glb 1.00 1,075.00 1,075.00

07 MODULO DE INDUMENTARIA RURAL07.01 MODULO DE INDUMENTARIA RURAL glb 1.00 1,662.00 1,662.00

Costo Directo

SON : DOSCIENTOS OCHENTA Y TRES MIL DOSCIENTOS VEINTINUEVE Y 39/100 NUEVOS SOLES


Presupuesto

142,866.58 9,232.32

10,889.06

65,544.75

56,823.00

377.45

119,773.87 44,454.31

64,185.89


Presupuesto

11,133.67

14,600.00 14,600.00

650.00

2,613.37

1,075.00

1,662.00

283,240.82

metrados sabareni (2)

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