metrado

1

HOJA DE METRADOS DE OBRA

OBRA: "MEJORAMIENTO DE PARQUE PRINCIPAL EN LA LOCALIDAD DE HUASICANCHA DISTRITO DE HUASICANCHA - HUANCAYO - JUNIN"LUGAR: HUASICANCHA - HUANCAYO - JUNIN Hecho :

PROP: MUNICIPALIDAD DISTRITAL DE HUASICANCHA Fecha : JUNIO 2013

PARTIDA DESCRIPCION UBICACIÓNNº DIMENCIONES

VECES LARGO ANCHO ALTO

01.00.00 OBRAS PROVISIONALES01.01.00 LIMPIEZA DE TERRENO MANUAL

1.00 AREA 134.84

02.00.00 TRABAJOS PRELIMINARES02.01.00 TRAZO Y REPLANTEO PRELIMINAR

VEREDAS 1.00AREA 134.84

03.00.00 VEREDAS03.01.05 COMPACTACION Y NIVELACION PREVIO A PISOS

FRONTIS 1.00 128.00 0.7003.01.07 PISO CEMENTO PULIDO BRUÑADO

FRONTIS 1.00 128.00 0.6005.00.00 BANCAS

05.03.00 03BANCAS TIPO05.03.01 EXCAVACION DE ZANJAS PARA CIMIENTO

1.00 10.00 0.55 0.35 0.35

05.03.02 =175 / 2CONCRETO FC KG CM1.00 10.00 0.55 0.35 0.351.00 10.00 0.30 0.15 0.45

cant

idad

2


VECES LARGO ANCHO ALTOcant

idad

1.00 1.00 15.40 0.60 0.10

05.03.03 ENCOFRADO Y DESENCOFRADO DE BANCAS1.00 1.00 15.40 0.801.00 10.00 1.20 0.40

° N ELEMENT° N DE PIEZASLONGITUD /KG ML05.03.04 =4200 / 2 ACERO F'Y KG CM EN BANCAS

3/8" 1.00 1.00 4.00 15.40 0.583/8" 1.00 1.00 77.00 0.55 0.58

05.03.05 TARRAJEO EN BANCAS1.00 1.00 15.40 1.2010.00 1.00 0.40 1.20

07.00.00 INSTALACIONES SANITARIAS07.01.00 SISTEMA DE DESAGUE07.01.01 Excavación de Zanjas para Tuberias

parque 1.00 1.00 24.50 0.30 0.40

07.01.02 4Red de derivación PVC SAL para desague de ''parque 1.00 1.00 24.50

07.02.00 SISTEMA DE AGUA FRIA07.02.01 PUNTOS DE SALIDA07.02.01.01 1/2Salida de agua fria con tuberia de PVC SAP ''

parque 6.00 1.00

07.02.02 RED DE DISTRIBUCION07.02.02.01 1/2 Red de alimentacion de agua fria de '' PVC

parque 1.00 1.00 147.32

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idad

07.02.02.02 3/4 Red de alimentacion de agua fria de '' PVcparque 1.00 1.00 11.43

07.02.03 ACCESORIOS PARA REDES DE DISTRIBUCION07.02.03.01 1/2CODO PVC SAL ''

parque 9.00 1.00

07.02.03.02 1/2Tee PVC SAP ''parque 9.00 1.00

07.02.03.03 3/4 " 1/2Reduccion PVC SAP a '' 1.00 1.00

07.02.03.04 1/2Valvula compuerta de bronce de union roscada de ''parque 9.00 1.00

07.02.03.05 3/4Valvula compuerta de bronce de union roscada de ''parque 1.00 1.00

07.02.03.06 1/2Grifo para lavadero de ''parque 9.00 1.00

08.00.00 INSTALACIONES ELECTRICAS08.01.00 REDES DE ALIMENTACION08.01.01 / 2 16ACOMETIDA C CABLE NYY X MM

calle 1.00 12.001.00 10.90

08.01.02 / 2 10ACOMETIDA C CABLE NYY X MM-1c 1.00 112.27-2c 1.00 105.87-3c 1.00 101.27

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idad

farolas 33.00 4.00

08.02.00 CANALIZACIONES Y TUBERIAS08.02.01 2 DUCTO DE CONCRETO DE VIAS

calle 1.00 12.00

08.02.02 - 50 (2") 3TUBO PVC SAP DE mm X m-1c 1.00 112.27-2c 1.00 105.87-3c 1.00 101.27

08.03.00 TABLEROS Y CUCHILLAS08.03.01 TABLERO GENERAL

1.00

08.04.00 PUESTA A TIERRA08.04.01 POZO A TIERRA

08.05.00 ARTEFACTOS DE ALUMBRADO08.05.01 FAROLA APLIQUE EXTERIOR RAYAS

33.00

08.05.02 ° POSTE DE F NEGRO CLASICO PARA DOS LUCES33.00

09.00.00 CASETA DE CONTROL DE LLAVES

09.01.00 12" 24"CAJA DE CONCRETO X ELECTRICAS 1.00SANITARIAS 1.00

5



idad

10.00.00 JARDINERIA10.01.00 PREPARADO Y RELLENADO CON TIERRA AGRICOLA

01 =area 90.10 0.3002 =area 4.00 0.3003 =area 2.50 0.3004 =area 5.60 0.3005 =area 5.15 0.3006 =area 277.65 0.3007 =area 62.45 0.3008 =area 91.39 0.3009 =area 53.82 0.3010 =area 2.15 0.3011 =area 10.20 0.30

10.02.00 SEMBRADO DE GRAS01 =area 90.1002 =area 4.0003 =area 2.5004 =area 5.6005 =area 5.1506 =area 277.6507 =area 62.4508 =area 91.3909 =area 53.8210 =area 2.1511 =area 10.20

10.03.00 PLANTADO DE ARBOLESpinonogal

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idad

10.04.00 PLANTADO DE ARBUSTOSsauco

10.05.00 PLANTADO DE PLANTAS ORNAMENTALES, , , ,MARGARITAS GLADIOLOS TUMBO BUGAMBIAS ETC 02 =area 20.00

03 =area 24.0005 =area 64.3608 =area 91.3910 =area 265.7011 =area 42.50

10.06.00 TACHO DE BASURA SEGÚN DISEÑO14.00

11.00.00 JUEGOS INFANTILES11.01.00 BALANCIN

1.0011.02.00 CUBO

1.0011.03.00 COLUMPIO

1.0011.04.00 MUNDO

1.0012.00.00 , RAMPA MURO DE CONTESION Y ESCALERAS

12.01.00 MOVIMIENTO DE TIERRAS

12.01.01

RAMPA 6.00 1.00 1.65 1.65 1.701.00 1.00 2.70 0.70 1.20

ESCALERA REFORZADOS 01ESCALERA 1.00 1.00 2.25 0.70 1.20 03ESCALERA 1.00 1.00 1.20 0.50 0.90 04ESCALERA 1.00 1.00 1.35 0.50 0.90

1.0 1.70 Excavacion para zapatas de m a m deprofundidad

7



idad

05ESCALERA 1.00 1.00 3.20 0.70 1.20 07ESCALERA 1.00 1.00 3.30 0.70 1.20 08ESCALERA 1.00 1.00 2.40 0.70 1.20 06ESCALERA 1.00 1.00 2.40 0.70 1.20

MURO DE CONTESION . M CONTEN A 1.00 1.00 AREA 23.05 2.85. M CONTEN B 1.00 1.00 AREA 9.00 3.35. M CONTEN C 1.00 1.00 AREA 7.05 2.35. M CONTEN D 1.00 1.00 AREA 9.05 3.10. M CONTEN E 1.00 1.00 AREA 11.40 1.65. M CONTEN F 1.00 1.00 AREA 15.70 2.50. M CONTEN G 1.00 1.00 AREA 27.26 3.70

ESCALERA SIN REFUERZO 02ESCALERA 2.00 1.00 1.20 0.30 0.60

12.01.02 Relleno con material propioRAMPA 6.00 1.00 1.65 1.65 1.10


12.01.03 30.0 Acarreo de material excedente hasta una distancia promedio de m 1.00 138.08

12.01.04 Eliminacion de material excedente con equipo pesado 1.00 138.08

12.02.00 OBRAS DE CONCRETO SIMPLE

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idad

12.02.01

RAMPA 6.00 1.00 1.65 1.651.00 1.00 2.70 0.70

ESCALERA REFORZADOS 01ESCALERA 1.00 1.00 2.25 0.70 03ESCALERA 1.00 1.00 1.20 0.50 04ESCALERA 1.00 1.00 1.35 0.50 05ESCALERA 1.00 1.00 3.20 0.70 07ESCALERA 1.00 1.00 3.30 0.70 08ESCALERA 1.00 1.00 2.40 0.70 06ESCALERA 1.00 1.00 2.40 0.70

MURO DE CONTESION . M CONTEN A 1.00 1.00 AREA 23.05. M CONTEN B 1.00 1.00 AREA 9.00. M CONTEN C 1.00 1.00 AREA 7.05. M CONTEN D 1.00 1.00 AREA 9.05. M CONTEN E 1.00 1.00 AREA 11.40. M CONTEN F 1.00 1.00 AREA 15.70. M CONTEN G 1.00 1.00 AREA 27.26

12.03.00 OBRAS DE CONCRETO ARMADO12.03.01 ZAPATAS

12.03.01.01 =210 / 2Concreto en zapatas F'c Kg cm

RAMPA 6.00 1.00 1.65 1.65 0.601.00 1.00 2.70 0.70 1.20

ESCALERA REFORZADOS 01ESCALERA 1.00 1.00 2.25 0.70 1.20 03ESCALERA 1.00 1.00 1.20 0.50 0.90 04ESCALERA 1.00 1.00 1.35 0.50 0.90 05ESCALERA 1.00 1.00 3.20 0.70 1.20 07ESCALERA 1.00 1.00 3.30 0.70 1.20

: 1:12, =4 , Solado de concreto C H e '' parazapatas

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idad

08ESCALERA 1.00 1.00 2.40 0.70 1.20 06ESCALERA 1.00 1.00 2.40 0.70 1.20


12.03.01.02 =4,200 / 2 AceroFY KG CM

LONGITUD /KG ML

RAMPA 1/2"Ø 6.00 18.00 1.55 1.02 1/2"Ø 1.00 60.00 3.75 1.02

1/2"Ø

MURO DE CONTESION . M CONTEN A 1/2"Ø 1.00 4.00 22.00 1.02

1/2"Ø 1.00 77.00 1.00 1.02

. M CONTEN B 1/2"Ø 1.00 4.00 10.00 1.02

1/2"Ø 1.00 40.00 1.00 1.02

. M CONTEN C 1/2"Ø 1.00 4.00 9.00 1.02

1/2"Ø 1.00 28.00 1.00 1.02

° NELEMENT

° N DE PIEZAS

10



idad

. M CONTEN D 1/2"Ø 1.00 4.00 8.85 1.02

1/2"Ø 1.00 35.00 1.00 1.02

. M CONTEN E 1/2"Ø 1.00 3.00 11.40 1.02

1/2"Ø 1.00 48.00 0.80 1.02

. M CONTEN F 1/2"Ø 1.00 3.00 21.95 1.02

1/2"Ø 1.00 75.00 0.80 1.02

. M CONTEN G 1/2"Ø 1.00 4.00 29.30 1.02

1/2"Ø 1.00 116.00 1.00 1.02

12.03.01.03 =210 / 2Concreto en columnas MURO DE CONTESION F'c Kg cm

RAMPA 2.00 1.00 0.30 0.30 1.502.00 1.00 0.30 0.30 2.102.00 1.00 0.30 0.30 2.57

MURO DE CONTESION . M CONTEN A 1.00 1.00 22.00 AREA 0.61. M CONTEN B 1.00 1.00 10.00 AREA 0.73. M CONTEN C 1.00 1.00 9.00 AREA 0.50. M CONTEN D 1.00 1.00 8.85 AREA 0.56. M CONTEN E 1.00 1.00 11.40 AREA 0.35. M CONTEN F 1.00 1.00 21.95 AREA 0.54. M CONTEN G 1.00 1.00 29.30 AREA 0.81

11



idad

12.03.01.04 =4,200 / 2 AceroFY KG CM

LONGITUD /KG ML

RAMPA 1/2"Ø 2.00 8.00 2.40 1.02 3/8"Ø 2.00 16.00 1.10 0.58 1/2"Ø 2.00 8.00 3.00 1.02 3/8"Ø 2.00 20.00 1.10 0.58 1/2"Ø 2.00 8.00 3.47 1.02 3/8"Ø 2.00 23.00 1.10 0.58

MURO DE CONTESION . M CONTEN A 1/2"Ø 1.00 77.00 3.65 1.02

3/8"Ø 1.00 15.00 22.00 0.58

. M CONTEN B 1/2"Ø 1.00 40.00 4.15 1.02

3/8"Ø 1.00 17.00 10.00 0.58

. M CONTEN C 1/2"Ø 1.00 28.00 3.15 1.02

3/8"Ø 1.00 13.00 9.00 0.58

. M CONTEN D 1/2"Ø 1.00 35.00 3.45 1.02

3/8"Ø 1.00 14.00 8.85 0.58

. M CONTEN E 1/2"Ø 1.00 48.00 2.45 1.02

3/8"Ø 1.00 11.00 11.40 0.58

° NELEMENT

° N DE PIEZAS

12



idad

. M CONTEN F 1/2"Ø 1.00 75.00 3.30 1.02

3/8"Ø 1.00 14.00 21.95 0.58

. M CONTEN G 1/2"Ø 1.00 116.00 4.50 1.02

3/8"Ø 1.00 19.00 29.30 0.58

12.03.01.05 Encofrado y desencofrado de columnas

RAMPA 2.00 1.00 1.20 1.502.00 1.00 1.20 2.102.00 1.00 1.20 2.57

MURO DE CONTESION . M CONTEN A 1.00 22.00 2.75 1.00 22.00 2.85

. M CONTEN B 1.00 10.00 3.25 1.00 10.00 3.35

. M CONTEN C 1.00 9.00 2.25 1.00 9.00 2.35

. M CONTEN D 1.00 8.85 2.55 1.00 8.85 2.65

. M CONTEN E 1.00 11.40 1.55 1.00 11.40 1.65

. M CONTEN F 1.00 21.95 2.40 1.00 21.95 2.50

. M CONTEN G 1.00 29.30 3.60 1.00 29.30 3.70

12.03.02 GRADERIAS

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idad

12.03.02.01 = 175 / 2 Concreto F'c Kg cm en graderias

ESCALERA SIN REFUERZO 02ESCALERA 2.00 1.00 1.20 0.30 0.60

12.03.02.01 Encofrado y desencofrado EN GRADERIAS

ESCALERA SIN REFUERZO 02ESCALERA 2.00 5.00 1.20 0.15

12.04.00. VIGAS12.04.01. =210 / 2Concreto en vigas F'c Kg cm

RAMPA -101V 1.00 1.00 14.29 0.25 0.35-201V 1.00 1.00 15.85 0.25 0.35 -101VS 1.00 1.00 3.65 0.20 0.25 -102VS 1.00 1.00 3.22 0.20 0.25 -103VS 1.00 1.00 2.84 0.20 0.25

12.04.02. =4,200 / 2 AceroFY KG CM

RAMPA LONGITUD /KG ML

-101V 5/8"Ø 4.00 1.00 14.29 1.60 1/2"Ø 2.00 1.00 15.57 1.02 3/8"Ø 1.00 90.00 1.20 0.58

-201V 5/8"Ø 4.00 1.00 15.85 1.60 1/2"Ø 2.00 1.00 15.00 1.02 3/8"Ø 1.00 93.00 1.20 0.58

-101VS 1/2"Ø 4.00 1.00 3.65 1.02 3/8"Ø 1.00 26.00 0.70 0.58

° NELEMENT

° N DE PIEZAS

14



idad

-102VS 1/2"Ø 4.00 1.00 3.22 1.02 3/8"Ø 1.00 24.00 0.70 0.58

-103VS 1/2"Ø 4.00 1.00 2.84 1.02 3/8"Ø 1.00 22.00 0.70 0.58

12.04.03. Encofrado y desencofrado de vigas

RAMPA -101V 1.00 1.00 14.29 0.75-201V 1.00 1.00 15.85 0.75 -101VS 1.00 1.00 3.65 0.25 -102VS 1.00 1.00 3.22 0.25 -103VS 1.00 1.00 2.84 0.25

12.05.00 LOSAS MACIZA

12.05.01 = 210 / 2Concreto en losas MACIZA F'c Kg cm

RAMPA1.00 1.00 AREA 13.31 0.201.00 1.00 AREA 13.72 0.201.00 1.00 AREA 15.02 0.20

12.05.02 =4,200 / 2 AceroFY KG CM

RAMPA LONGITUD /KG ML

1/2"Ø 2.00 1.00 17.00 14.61 1.02 3/8"Ø 2.00 1.00 73.00 3.40 0.58

12.05.03 Encofrado y desencofrado de losas MACIZA

RAMPA1.00 1.00 AREA 13.311.00 1.00 AREA 13.721.00 1.00 AREA 15.02

° NELEMENT

° N DE PIEZAS

15



idad

12.06.00. ESCALERAS12.06.01. = 210 / 2Concreto en Escalera F'c Kg cm

ESCALERA REFORZADOS 01ESCALERA 1.00 1.00 2.25 AREA 1.73 03ESCALERA 1.00 1.00 1.20 AREA 0.91 04ESCALERA 1.00 1.00 1.35 AREA 1.18 05ESCALERA 1.00 1.00 3.20 AREA 1.34 07ESCALERA 1.00 1.00 3.30 AREA 1.13 08ESCALERA 1.00 1.00 2.40 AREA 1.27 06ESCALERA 1.00 1.00 2.40 AREA 1.18

12.06.02. =4,200 / 2 AceroFY KG CM

ESCALERA REFORZADOS LONGITUD /KG ML

01ESCALERA 3/8"Ø 1.00 1.00 67.31 2.25 0.58 1/2"Ø 15.00 19.33 1.02

03ESCALERA 3/8"Ø 1.00 1.00 50.00 1.20 0.58 1/2"Ø 8.00 15.00 1.02

04ESCALERA 3/8"Ø 1.00 1.00 66.00 1.35 0.58 1/2"Ø 9.00 19.00 1.02

05ESCALERA 5/8"Ø 1.00 1.00 76.00 3.20 1.60 1/2"Ø 21.33 21.50 1.02

07ESCALERA 3/8"Ø 1.00 1.00 67.31 3.30 0.58 1/2"Ø 22.00 19.33 1.02

08ESCALERA 3/8"Ø 1.00 1.00 66.00 2.40 0.58 1/2"Ø 16.00 19.00 1.02

06ESCALERA 3/8"Ø 1.00 1.00 62.80 2.40 0.58 1/2"Ø 1.00 1.00 16.00 18.20 1.02

12.06.03. Encofrado y desencofrado de escalera ESCALERA REFORZADOS 01ESCALERA 1.00 2.00 AREA 1.73

° NELEMENT

° N DE PIEZAS

16



idad

19.00 2.25 0.15 03ESCALERA 1.00 2.00 AREA 0.91

11.00 1.20 0.15 04ESCALERA 1.00 2.00 AREA 1.18

12.00 1.35 0.15 05ESCALERA 1.00 2.00 AREA 1.34

14.00 3.20 0.15 07ESCALERA 1.00 2.00 AREA 1.13

14.00 3.30 0.15 08ESCALERA 1.00 2.00 AREA 1.27

14.00 2.40 0.15 06ESCALERA 1.00 2.00 AREA 1.18

10.00 2.40 0.1512.07.00. BARANDA DE RAMPA Y ESCALERA12.07.01 = 175 / 2Concreto en BARANDA F'c Kg cm

ESCALERA REFORZADOS RAMPA 1.00 1.00 21.37 0.15 0.801.00 1.00 17.51 0.15 0.80

04ESCALERA 1.00 1.00 4.58 0.15 0.8012.07.02 =4,200 / 2 AceroFY KG CM

ESCALERA REFORZADOS LONGITUD /KG ML

RAMPA 3/8"Ø 1.00 1.00 4.40 21.37 0.58 1/2"Ø 1.00 1.00 142.47 1.10 1.02 3/8"Ø 1.00 1.00 4.40 17.51 0.58 1/2"Ø 1.00 1.00 116.73 1.10 1.02

04ESCALERA 3/8"Ø 1.00 1.00 4.40 4.58 0.58 1/2"Ø 1.00 1.00 30.53 1.10 1.02

12.07.03 Encofrado y desencofrado de BARANDA ESCALERA REFORZADOS RAMPA 1.00 2.00 21.37 0.80

1.00 2.00 17.51 0.80 04ESCALERA 1.00 2.00 4.58 0.80

° NELEMENT

° N DE PIEZAS

17



idad

12.08.00 PRUEBAS DE CONCRETO

12.08.01 Diseño de mezclas de concreo1.00 1.00 2.00

12.08.02 Prueba a la compresion1.00 1.00 9.00

12.09.00 ARQUITECTURA

12.09.01

ESCALERA REFORZADOS RAMPA 1.00 2.00 21.37 0.80 1.00 21.37 0.15

1.00 2.00 17.51 0.80 1.00 17.51 0.15

04ESCALERA 1.00 2.00 4.58 0.801.00 4.58 0.15

12.09.02

RAMPA 2.00 1.00 0.90 0.552.00 1.00 0.90 1.102.00 1.00 0.90 1.55

MURO DE CONTESION . M CONTEN A 1.00 AREA 29.75

. M CONTEN B 1.00 AREA 17.20

. M CONTEN C 1.00 AREA 15.00

. M CONTEN D 1.00 AREA 16.25

. M CONTEN E 1.00 AREA 21.75

ENCHAPE CON GRANITO LAVADO ENBARANDAS

ENCHAPE CON GRANITO LAVADO EN .COLUMNAS Y MURO DE CONTEN

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idad

. M CONTEN F 1.00 AREA 40.95

. M CONTEN G 1.00 AREA 84.25

12.09.03 ENCHAPE CON GRANITO LAVADO EN VIGASRAMPA -101V 1.00 1.00 14.29 0.75

-201V 1.00 1.00 15.85 0.75 -101VS 1.00 1.00 3.65 0.25 -102VS 1.00 1.00 3.22 0.25 -103VS 1.00 1.00 2.84 0.25

12.09.04

ESCALERA REFORZADOS 01ESCALERA 1.00 1.00 2.25 10.97 03ESCALERA 1.00 1.00 1.20 5.83 04ESCALERA 1.00 1.00 1.35 7.73 05ESCALERA 1.00 1.00 3.20 8.42 07ESCALERA 1.00 1.00 3.30 7.24 08ESCALERA 1.00 1.00 2.40 7.96 06ESCALERA 1.00 1.00 2.40 7.43

ESCALERA SIN REFUERZO 02ESCALERA 2.00 1.00 1.20 2.10

12.09.05 CIELO RASO CON MEZCLA CEMENTO ARENA

RAMPA1.00 1.00 AREA 13.311.00 1.00 AREA 13.721.00 1.00 AREA 15.02

CEMENTO PULIDO Y BRUÑADO EN GRADAS Y ESCALERAS

19



idad

12.09.06 PISOS GRANITO LAVADORAMPA

1.00 1.00 AREA 66.0713.00.00 ZONA CIVICA13.01.00 OBRAS DE CONCRETO SIMPLE13.01.01. =140 / 2 CONCRETO F'C KG CM PEDESTAL MASTIL

01 pedestal superior 1.00 =area 0.50 0.10 01 pedestal inferior 1.00 =area 0.20 0.45 02 pedestal superior 1.00 =area 0.79 0.10 02 pedestal inferior 1.00 =area 0.20 0.25 03 pedestal superior 1.00 =area 1.13 0.10

13.01.02. PEDESTAL ENCOFRADO Y DESENCOFRADO 01 pedestal superior 1.00 2.51 0.10 01 pedestal inferior 1.00 1.57 0.45 02 pedestal superior 1.00 3.14 0.10 02 pedestal inferior 1.00 1.57 0.25 03 pedestal superior 1.00 3.77 0.10

13.02.00 OBRAS DE CONCRETO ARMADO13.02.01 =175 / 2PLACAS CONCRETO F'C KG CM

1.00 9.18 0.15 0.30

13.02.02 PLACAS ENCOFRADO Y DESENCOFRADO2.00 9.18 0.30

° N ELEMENT° N DE PIEZASLONGITUD /KG ML13.02.03 =4200 / 2PLACAS ACERO FY KG CM

- / -a a b b 3/8" Ø HORIZONTAL 1.00 3.00 10.38 0.56

3/8" Ø VERTICAL 1.00 37.00 1.00 0.56

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idad

13.02.04 =210 / 2 LOSAS ARMADAS CONCRETO F'C KG CM1.00 =area 2.57 0.10

13.02.05 LOSAS ARMADAS ENCOFRADO Y DESENCOFRADOFONDO 1.00 =area 2.57

PERIMETRO 1.00 11.47 0.10

° N ELEMENT° N DE PIEZASLONGITUD /KG ML13.02.06 =4200 / 2 LOSAS ARMADAS ACERO F'Y KG CM

3/8" Ø LONGITUDINAL 1.00 3.00 5.15 0.56 3/8" Ø TRANSVERSAL 1.00 25.00 0.50 0.56

13.03.00 , REVOQUES ENLUCIDOS Y MOLDURAS13.03.01 TARRAJEO PRIMARIO RAYADO

2.00 7.83 0.731.00 7.83 0.151.00 19.80 0.50

fondo losa pileta 1.00 =area 24.3913.03.02 ( .)REVESTIMIENTO CON GRANITO LAVADO COLOR BLANCO PEDESTAL SUP

01 pedestal superior 1.00 2.51 0.10 01 pedestal superior 1.00 =area 0.50 02 pedestal superior 1.00 3.14 0.10 02 pedestal superior 1.00 =area 0.79 03 pedestal superior 1.00 3.77 0.10 03 pedestal superior 1.00 =area 1.13

13.03.03 ( .)REVESTIMIENTO CON GRANITO LAVADO BLANCO PEDESTAL INF 01 pedestal inferior 1.00 1.57 0.45 02 pedestal inferior 1.00 1.57 0.25

13.04.00 PISOS

21



idad

13.04.01 4" 1:8FALSO PISO DE E CONCRETO1.00 =area 6.96

13.04.02 PISO DE GRANITO LAVADO COLOR BLANCO1.00 =area 6.96

13.05.00 CARPINTERIA METALICA13.05.01 . 4",3" 2" =11.00MASTIL FE GALVANIZADO Y H

1.00

13.05.02 . 4",3" 2" =09.00MASTIL FE GALVANIZADO Y H2.00

14.00.00 FLETE14.01.00 FLETE PARA TRASLADO DE MATERIALES

22

HOJA DE METRADOS DE OBRA

OBRA: "MEJORAMIENTO DE PARQUE PRINCIPAL EN LA LOCALIDAD DE HUASICANCHA DISTRITO DE HUASICANCHA - HUANCAYO - JUNIN"

CANTIDADUND

PARCIAL TOTAL

134.84 2M134.84

134.84 2M134.84

89.60 2M

89.6076.80 2M

76.80

0.67 3M0.67

1.80 3M0.670.20

23

CANTIDADUND

PARCIAL TOTAL

0.92

17.12 2M12.324.80

PARCIAL TOTAL60.29 KG

35.7324.56

23.28 2M18.484.80

2.94 3M 2.94

24.50 M 24.50

6.00 PTO 6.00

147.32 ML 147.32

24

CANTIDADUND

PARCIAL TOTAL

11.43 ML 11.43 ML

9.00 PZA 9.00

9.00 PZA 9.00

1.00 1.00 PZA

9.00 UND 9.00

1.00 UND 1.00

9.00 UND 9.00

45.80 M12.0010.90

902.81 M112.27105.87101.27

25

CANTIDADUND

PARCIAL TOTAL

132.00

12.00 UND12.00

319.41 M112.27105.87101.27

1.00 PZA1.00

1.00 UND1.00

33.00 UND33.00

33.00 UND33.00

1.00 2.00 UND1.00

26

CANTIDADUND

PARCIAL TOTAL

181.50 3M27.031.200.751.681.5583.2918.7427.4216.150.643.06

605.01 2M90.104.002.505.605.15

277.6562.4591.3953.822.1510.20

19.00 UND8.0011.00

27

CANTIDADUND

PARCIAL TOTAL

6.00 UND6.00

295.00 UND20.0024.0018.0032.00

161.0040.00

14.00 UND14.00

1.00 UND1.00

1.00 UND1.00

1.00 UND1.00

1.00 UND1.00

342.39 3M

27.772.271.890.540.61

28

CANTIDADUND

PARCIAL TOTAL

2.692.772.022.0265.6930.1516.5728.0618.8139.25100.86

0.43

255.85 3M17.9751.8624.7512.3422.6311.9729.8384.51

138.08 138.08 3M

138.08 138.08 3M

29

CANTIDADUND

PARCIAL TOTAL

131.50 2M

16.331.891.580.600.682.242.311.681.68

23.059.007.059.0511.4015.7027.26

86.10 3M

9.802.271.890.540.612.692.77

30

CANTIDADUND

PARCIAL TOTAL

2.022.0213.835.404.235.436.849.4216.36

1227.52 KG

PARCIAL

170.75229.50

89.76

78.54

40.80

40.80

36.72

28.56

31

CANTIDADUND

PARCIAL TOTAL

36.11

35.70

34.88

39.17

67.17

61.20

119.54

118.32

70.86 3M

0.270.380.4613.427.304.504.963.9911.8523.73

32

CANTIDADUND

PARCIAL TOTAL

2797.58 KG

PARCIAL

39.1720.4248.9625.5256.6329.35

286.67

191.40

169.32

98.60

89.96

67.86

123.17

71.86

119.95

72.73

33

CANTIDADUND

PARCIAL TOTAL

252.45

178.23

532.44

322.89

649.35 2M

3.605.046.17

60.5062.7032.5033.5020.2521.1522.5723.4517.6718.8152.6854.88105.48108.41

34

CANTIDADUND

PARCIAL TOTAL

0.43 3M

0.43

1.80 2M

1.80

3.12 3M

1.251.390.180.160.14

451.48 KG

PARCIAL

91.4631.7762.64101.4430.6064.7314.8910.56

35

CANTIDADUND

PARCIAL TOTAL

13.149.7411.598.93

25.03 2M

10.7211.890.910.810.71

8.41 3M

2.662.743.00

397.33 KG

PARCIAL

253.38143.96

42.05 2M

13.3113.7215.02

36

CANTIDADUND

PARCIAL TOTAL

20.50 3M3.891.091.604.293.743.062.83

1168.58 KG

PARCIAL

87.84

34.80

51.68

389.12

128.83

91.87

87.42297.02

50.60 2M3.46

37

CANTIDADUND

PARCIAL TOTAL

6.411.811.982.372.432.686.722.276.932.545.042.363.60

5.21 3M2.562.100.55

435.99 KG

PARCIAL

54.54159.8544.69130.9711.6934.26

69.53 2M34.2028.017.32

38

CANTIDADUND

PARCIAL TOTAL

2.00 UND2.00

9.00 UND9.00

76.05 2M

34.203.2128.012.637.320.69

230.91 2M

0.991.982.7929.750.0017.200.0015.000.0016.250.0021.75

39

CANTIDADUND

PARCIAL TOTAL

0.0040.950.0084.25

25.03 2M10.7211.890.910.810.71

134.93 2M

24.687.0010.4326.9623.8819.1117.84

5.04

42.05 2M

13.3113.7215.02

40

CANTIDADUND

PARCIAL TOTAL

66.07 2M

66.07

0.38 3M0.050.090.080.050.11

2.04 2M0.250.710.310.390.38

0.41 3M0.41

5.51 2M5.51


17.4420.72

41

CANTIDADUND

PARCIAL TOTAL

0.26 3M0.26

3.72 2M2.571.15


8.657.00

46.90 2M11.431.179.9024.39

3.36 2M0.250.500.310.790.381.13

1.10 2M0.710.39

42

CANTIDADUND

PARCIAL TOTAL

6.96 2M6.96

6.96 2M6.96

1.00 UND1.00

2.00 UND2.00

1.00 GLB1.00

metrado

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