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PLANILLA DE METRADOS
PROYECTO
: “MEJORAMIENTO DE LA OFERTA DEL SERVICIO EDUCATIVO EN LA I.E.I. N° 475-20 PADRE RUMI DEL CENTRO POBLADO PA
PROP. : MUNICIPALIDAD DISTRITAL DE RANRACANCHA
SUB PRESUP : OBRAS E$TERIORES
FECHA : JUNIO 20%5
ITEM DESCRIPCION UND
01.00MURO DE CONTENCIÓN
0%.0% SOLADO
0%.0%.0% MURO CONTENCION: CONCRETO C:H %:%2 E&2' - SOLADO M(
TRAMO AB
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50MSUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
TRAMO BC
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
TRAMO CD
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
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TRAMO DE
SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
TRAMO A´C´
SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
TRAMO ab
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
01.02ZAPATAS
0%.02.0% MURO CONTENCION: CONCRETO FC&2%0 /!CM2 - )APATAS M+
TRAMO AB
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
TRAMO BC
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
TRAMO CD
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50MSUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
TRAMO DE
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SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
TRAMO A´C´
SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
TRAMO ab
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
0%.02.02 MURO CONTENCION: ENCOFRADO Y DESENCOFRADO NORMAL - )APATAS M(
TRAMO AB
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
TRAMO BC
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
TRAMO CD
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50MSUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
TRAMO DE
SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50MTRAMO A´C´
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SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
TRAMO ab
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
0%.02.0+ MURO CONTENCION: ACERO CORRU!ADO FY&4200 /!CM2 - )APATAS /!
01.03PLACAS
0%.0+.0% MURO CONTENCION: CONCRETO FC&2%0 /!CM2 - MUROS Y PLACAS M+
TRAMO AB
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
TRAMO BC
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
TRAMO CD
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50MSUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
TRAMO DESUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
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TRAMO A´C´
SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
TRAMO ab
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
0%.0+.02 MURO CONTENCION: ENCOFRADO Y DESENCOFRADO NORMAL - MUROS Y PLACAS M(
TRAMO AB
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
TRAMO BC
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
TRAMO CD
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50MSUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
TRAMO DE
SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
TRAMO A´C´SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
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TRAMO ab
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
0%.0+.0+ MURO CONTENCION: ACERO CORRU!ADO FY&4200 /!CM2 - MUROS Y PLACAS /!
02.00CERCO PERIMETRICO
02.01TRABAJOS PRELIMINARES
02.0%.0% LIMPIE)A MANUAL DEL PERIMETRO TERRENO M(
02.0%.02 TRA)O Y REPLANTEO M(
02.02MOVIMIENTO DE TIERRAS
02.02.0% E$CAVACION MANUAL DE )ANJAS PARA CIMIENTOS Y )APATAS M+
)ANJAS PARA CIMIENTOS CORRIDOS
)ANJAS PARA )APATAS
02.02.02 ELIMINACION DE MATERIAL E$CEDENTE 1D&%00 MT M+
02.03CONCRETO SIMPLE
02.0+.0% CONCRETO %:%0 3+0 P.!. PARA CIMIENTOS CORRIDOS Y SUB )APATAS M+
CIMIENTO CORRIDO
SUB )APATAS
02.0+.02 CONCRETO %:,325 P.M. PARA SOBRECIMIENTOS M+02.0+.0+ ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTO HASTA &0.+0 M(
02.04CONCRETO ARMADO
02.04.01ZAPATAS
02.04.0%.0% CONCRETO EN )APATAS FC& 2%0 /!CM2 M+
)APATAS COLUMNAS LOSA DEPORTIVA
02.04.0%.02 ACERO FY& 4200 /!CM2 /!
02.04.02COLUMNAS
%% Ø5,' 6 0.20. L&2.%5M 5,"
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02.04.02.0% CONCRETO EN COLUMNAS FC&2%0 /!CM2 M+
COLUMNAS ALBA8ILERIA
02.04.02.02 ACERO FY& 4200 /!CM2 /!
COLUMNAS - CERCO MURO ALBA8ILERIA
COLUMNAS - TECHO AUTO SOPORTADO
02.04.02.0+ ENCOFRADO Y DESENCOFRADO EN COLUMNAS M(
COLUMNAS ALBA8ILERIA
02.04.03VIGAS
02.04.0+.0% CONCRETO EN VI!AS FC&2%0 /!CM2 M+
VI!AS ALBA8ILERIA
02.04.0+.02 ACERO FY& 4200 /!CM2 /!
02.04.0+.0+ ENCOFRADO Y DESENCOFRADO EN VI!AS M(
VI!AS ALBA8ILERIA
02.0 MUROS ! TABIUES DE ALBA#ILER$A
02.05.0% MURO DE LADRILLO SOLA9UEADO // ARCILLA SO!A M:%:5 E&%.5 CM M(
02.0% TARRAJEO DE SUPER&ICIES
02.0*.0% TARRAJEO DE SUPERF. VI!AS Y COLUMNAS M(
02.0'CONTRAZOCALOS
02.07.0% CONTRA)OCALO DE CEMENTO PULIDO CMORTERO %:5 DE 2CM.$ .+0M. M
02.0( PINTURA EN VIGAS) COLUMNAS ! CERCO METALICO
02.0,.0% PINTURA EN VI!AS Y COLUMNAS M(
02.0,.02 PINTURA ANTICORROSIVA EN CERCO METALICO M(02.0*CERRAJERIA
COLUMNAS Ø 0.50M
%2"
ESTRIBO Ø +,'
5,"
ESTRIBO Ø +,'
COLUMNAS Ø 0.50M
LON!ITUDINAL Ø %2'
ESTRIBO Ø +,'
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02.0.0% CERCO METALICO SE!UN DISE8O INCL. INSTALACION ML
02.0.02 BARANDAS Y PASAMANOS SE!N DISE8O INCL. INSTALACION ML
03.00PATIO MULTIUSO
0+.0% LOSA DEPORTIVA Y PATIO MULTIUSO H&0.%5; M(
PATIO MULTIUSO
LOSA DEPORTIVA
0+.02 SARDINELES A&0.%0; H&0.50; ML
VIAS PEATONALES INTERIORES
0+.0+ JUNTA ASFALTICA E&%' ML
0+.04 PINTURA EN PATIO MULTIUSO ML
PATIO MULTIUSO
LOSA DEPORTIVA
0+.05 COBERTURA AUTOSOPORTADA CURVA DE ACERO CALIB. 24 10.*MM M(
0+.0* VI!A CANAL METALICO E&+%*' ML
04.00 VIAS PEATONALES INTERIORES
04.01VEREDAS DE CONCRETO
04.0%.0% VEREDAS E&0.%5; 1INC. ACABADO %:2 SEMIPULIDO Y BRU8ADO M(
VEREDA FRONTAL 1E$TERIOR
VEREDA AULAS
VEREDA COMEDOR COCINA
VEREDA DIRECCION
VEREDA SSHH DOCENTEVEREDA SSHH NI8OS1AS
RAMPA DE ACCESO A LOSA DEPORTIVA
04.0%.02 SARDINELES A&0.%0; H&0.50; ML
04.0%.0+ JUNTA ASFALTICA E&%' ML
04.02 VEREDAS CON ADOUINES PEATONALES
04.02.0% VEREDA CON ADO9UINES DE CONCRETO PEATONAL M(
ADO9UINADO 0%
ADO9UINADO 02ADO9UINADO 0+
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ADO9UINADO 04
04.02.02 SARDINELES A&0.%0; H&0.+5; ML
ADO9UINADO 0%
ADO9UINADO 02
ADO9UINADO 0+
ADO9UINADO 04
04.0+ COLECTOR PLUVIAL A&0.%0; S&0.20$0.20; ML
VEREDA FRONTAL 1E$TERIOR
VEREDA AULAS
VEREDA COMEDOR COCINA
VEREDA DIRECCION
VEREDA SSHH DOCENTE
VEREDA SSHH NI8OS1AS
RAMPA DE ACCESO A LOSA DEPORTIVA
LOSA DEPORTIVA
PATIO MULTIUSO
0.00RED DESAGUE
0.01RED COLECTOR
0.01.01 TRABAJOS PRELIMINARES
05.0%.0%.0% LIMPIE)A DE DE TERRENO M
05.0%.0%.02 TRA)O Y REPLANTEO /M0.01.02 MOVIMIENTO DE TIERRAS
05.0%.02.0% E$CAVACION DE )ANJA EN TERRENO NORMAL M+
05.0%.02.02 REFINE DE )ANJA EN TERENO NORMAL ML
05.0%.02.0+ CAMA DE APOYO ML
05.0%.02.04 RELLENO Y COMP CON .MAT.E$CAVADO PROPIO EN )ANJAS M+
05.0%.02.05 ELIMINACION MATERIAL E$CEDENTE A +0 ; M+
0.01.03 SUMINISTRO E INSTALACION DE TUBERIAS
05.0%.0+.0% TUBERIA PVC ISO 44+5 /M S-20 DN 200MM ML
05.0%.0+.02 PRUEBA HIDRAULICA ML0.02 CONSTRUCCION DE BUZONES
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0.02.01 TRABAJOS PRELIMINARES
05.02.0%.0% TRA)O Y REPLANTEO M(
0.02.02 MOVIMIENTO DE TIERRAS
05.02.02.0% E$CAVACION EN TERRENO NORMAL M+
05.02.02.02 ELIMINACION MATERIAL E$CEDENTE A +0 M M+
05.02.02.0+ REFINE Y NIVELACION Y COMPACTADO PISO PARED M(
0.02.03 OBRAS DE CONCRETO ARMADO
05.02.0+.0% BU)ON TIPO II : H&2.00 ; UND
05.02.0+.02 CAJA DE RE!ISTRO DE DESA!UE %2' $ 24' UND
0.02.04 REVOUES ENLUCIDOS ! MOLDURAS +TAPA ! MEDIA CA#A,
05.02.04.0% TARRAJEO ACABADO TAPA Y MEDIA CA8A 1CEMENTO-ARENA %:5 M(
0%.00CERRAJERIA
0*.0% REJILLA METALICA PARA CANAL PLUVIAL PLAT. C0.%0$0.20M ML
0*.02 ASTA DE BANDERA TUBO NE!RO DE 4' INCL. INSTALACION UND
0%.03 PUERTAS INGRESO PRINCIPAL
0*.0+.0% PUERTA METALICA PR-% %.20$+.00M UND
0*.0+.02 PUERTA METALICA PR-2 +.25$+.00M UND
0*.0+.0+ PINTURA ANTICORROSIVA EN PUERTAS METALICAS M(
PUERTA METALICA PR-% %.20$+.00M
PUERTA METALICA PR-2 +.25$+.00M
0*.04 PINTURA ANTICORROSIVA EN ASTA DE BANDERA !LB
0'.00JARDINERIA
07.0% E$CAVACION PARA SEMBRADO DE PLANTAS ORNAMENTALES HOYO 0.50$0.50$0.*0M M+07.02 SEMBRIO DE PLANTAS HORNAMENTALES UND
07.0+ PREPARADO Y SEMBRADO DE !RASS AMERICANO M(
AREAS VERDES PRINCIPALES 1ENTORNO PATIO CENTRAL
DIRECCION
COCINA COMEDOR
HUERTO JARDIN
AREA DE JUE!OS 0%
AREA DE JUE!OS 02
0(.00 INSTALACIONES ELECTRICAS0,.0% SISTEMA PUESTA A TIERRA UND
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0,.02 SISTEMA PARARAYOS NO RADIACTIVO 1R&50M UND
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RE RUMI DEL DISTRITO RANRACANCHA PROVINCIA CHINCHEROS RE!ION APUR"MAC#
DEP. - APURIMAC CONSULTORIA :
PROV. - CINCEROS HECHO POR :
DIST. - RANRACANCA REVISION -
LU!AR. - CC. PP. PADRE RUMI
MEDIDASPARCIAL SUBTOTAL
LARGO ANCO ALTO
3(.*1
% 5.*2 2.75 %5.4*% +.*5 2.40 ,.7*
% 5.2+ %.54 ,.05
% 7.+0 %.+* .+
% 7.+0 %.54 %%.24
% %4.7* %.54 22.7+
% +.*5 %.54 5.*2
% +.*5 %.,0 *.57% +.*5 2.%0 7.*7
% +.*5 2.%0 7.*7
% +.*5 %.70 *.2%
% +.*5 %.70 *.2%
% +.*5 %.*0 5.,4
% +.*5 %.*4 5.
% %5.00 %.2* %,.0
% 4.4 2.04 .%*
% +.50 +.50 %2.25
N/ VECES
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% ++.,4 +.2% %0,.*+
% +%.27 2.+ 74.74
% +.*5 %.,0 *.57
% +.*5 2.%0 7.*7
% +.*5 2.%0 7.*7
% +.*5 %.70 *.2%
% +.*5 %.70 *.2%
1*2.*
% 5.*2 2.75 0.50 7.7+
% +.*5 2.40 0.50 4.+,
% 5.2+ %.54 0.50 4.0+
% 7.+0 %.+* 0.50 4.*
% 7.+0 %.54 0.50 5.*2
% %4.7* %.54 0.50 %%.+7
% +.*5 %.54 0.50 2.,%
% +.*5 %.,0 0.50 +.2
% +.*5 2.%0 0.50 +.,+
% +.*5 2.%0 0.50 +.,+
% +.*5 %.70 0.50 +.%0
% +.*5 %.70 0.50 +.%0
% +.*5 %.*0 0.50 2.2
% +.*5 %.*4 0.50 2.
% %5.00 %.2* 0.50 .45
% 4.4 2.04 0.50 4.5,
% +.50 +.50 0.50 *.%+
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% ++.,4 +.2% 0.50 54.+%
% +%.27 2.+ 0.50 +7.+7
% +.*5 %.,0 0.50 +.2
% +.*5 2.%0 0.50 +.,+
% +.*5 2.%0 0.50 +.,+
% +.*5 %.70 0.50 +.%0
% +.*5 %.70 0.50 +.%0
1'*.41
2 5.*2 0.50 5.*2
2 +.*5 0.50 +.*5
2 5.2+ 0.50 5.2+
2 7.+0 0.50 7.+0
2 7.+0 0.50 7.+0
2 %4.7* 0.50 %4.7*
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 %5.00 0.50 %5.00
2 4.4 0.50 4.4
2 +.50 0.50 +.50
2 ++.,4 0.50 ++.,4
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2 +%.27 0.50 +%.27
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
2 +.*5 0.50 +.*5
VER METRADO ACEROS & %4,+.+0 14)(3*.30
%7.%% 1*'.11
% 5.*2 0.20 5.0% 5.*+
% +.*5 0.20 4.25 +.%0
% 5.2+ 0.20 +.05 +.%
% 7.+0 0.20 2.70 +.4
% 7.+0 0.20 +.0% 4.+
% %4.7* 0.20 +.0% ,.,
% +.*5 0.20 +.0% 2.20
% +.*5 0.20 +.5* 2.*0
% +.*5 0.20 4.%0 2.
% +.*5 0.20 4.%4 +.02
% +.*5 0.20 +.+% 2.42
% +.*5 0.20 +.+* 2.45
% +.*5 0.20 +.% 2.++
% +.*5 0.20 +.2+ 2.+*
% %5.00 0.20 2.50 7.50
% 4.4 0.20 +.50 +.%4
% +.50 0.20 5.*0 +.2
% ++.,4 0.+, 5.*0 72.0%
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% +%.27 0.+5 4.5% 4.+*
% +.*5 0.20 +.0* 2.2+
% +.*5 0.20 +.*0 2.*+
% +.*5 0.20 +.*4 2.**
% +.*5 0.20 2.,% 2.05
% +.*5 0.20 2.,* 2.0
%4%,.4% 1)41(.41
2 5.*2 5.0% 5*.+%
2 +.*5 4.25 +%.0+
2 5.2+ +.05 +%.0
2 7.+0 2.70 +.42
2 7.+0 +.0% 4+.5
2 %4.7* +.0% ,,.,*
2 +.*5 +.0% 2%.7
2 +.*5 +.5* 25.
2 +.*5 4.%0 2.+
2 +.*5 4.%4 +0.22
2 +.*5 +.+% 24.%*
2 +.*5 +.+* 24.5+
2 +.*5 +.% 2+.2
2 +.*5 +.2+ 2+.5,
2 %5.00 2.50 75.00
2 4.4 +.50 +%.4+
2 +.50 5.*0 +.20
2 ++.,4 5.*0 +7.0%
2 +%.27 4.5% 2,2.0*
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2 +.*5 +.0* 22.+4
2 +.*5 +.*0 2*.2,
2 +.*5 +.*4 2*.57
2 +.*5 2.,% 20.5%
2 +.*5 2.,* 20.,,
VER METRADO ACEROS & %*27.5+ 1%)*2'.3
% %75.%2 +.00 525.+* 2.3%
% %75.%2 +.00 525.+* 2.3%
'2.10
2 +*.70 0.,0 0.*0 +5.2+
, 2.40 2.40 0.,0 +*.,*
% ESPONJ& %.+0 72.%0 +.72 *3.'2
%.22
% +*.70 0.,5 %.50 4*.7
4 2.40 2.40 0.,0 %,.4+
% +*.70 0.25 0.50 4.5 4.*
2 +*.70 0.50 +*.70 3%.'0
2.3*
, 2.+0 2.+0 0.*0 25.+
.04
%* 2.%5 PESO$METRO %.*0 55.04
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12.0%
4 0.25 0.25 +.00 0.75
, AREA& 0.20 7.20 %%.+%
%(*.20
20 +.00 PESO
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% %45.00 %45.00 14.00
2 27.2 55.,4 .(4
2*%.'4
% %%.0 .,% %%*.74
% %,.00 %0.00 %,0.00
10.00% %50.00 %50.00
2 %50.00 +00.00 300.00
11*.23
2 %%.0 .,% .,% 5+.2+
2 %,.00 %0.00 %0.00 **.00
% 20.00 %2.00 240.00 240.00
% %.25 %.25 1*.2
2%(.32
% AREA & 4%.0% 4%.0%
% AREA & 5+.,+ 5+.,+
% AREA & 47.75 47.75
% AREA & 2%.%* 2%.%*
% AREA & 22.47 22.47
% AREA & %*.45 %*.45
% AREA & *5.*5 *5.*5
% 504.+0 504.+0 04.30
% 574.,0 574.,0 '4.(0
'.34
% AREA & 50.50 50.50
% AREA & *.%4 *.%4% AREA & %%.50 %%.50
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% AREA & 7.20 7.20
104.40
% PERIM & +0.25 +0.25
% PERIM & %0.%5 %0.%5
2 PERIM & %5.50 +%.00
+ PERIM & %%.00 ++.00
22*.'3
% LON! & +4.22 +4.22
% LON! & +4.,5 +4.,5
% LON! & %.00 %.00
% LON! & .+% .+%
% LON! & %2.25 %2.25
% LON! & .05 .05
% LON! & ,.,0 ,.,0
% LON! & 5,.05 5,.05
% LON! & 44.20 44.20
% 275.00 275.00 2'.00
% 0.27 0.27 0.2'
% 275.00 0.,0 %.50 ++0.00 330.00
% 275.00 275.00 2'.00
% 275.00 275.00 2'.00
% 275.00 0.,0 %.+0 2,*.00 2(%.00
% 55.00 55.00 .00
% ,+.70 ,+.70 (3.'0
% ,+.70 ,+.70(3.'0
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* %.20 7.20 '.20
* 0.5* 2.+0 7.7+ '.'3
* %0.05 *0.+0 %0.30
* %.20 7.20 '.20
+ +.00 3.00
7 7.00 '.00
* +.7* %.,0 40.*% 40.%1
% 22.7+ 22.7+ 22*.'3
2 2.00 2.00
% %.00 1.00
% %.00 1.00
2%.'0
2 +.00 %.20 7.20
2 +.00 +.25 %.50
% %.00 1.00
20 0.50 0.50 0.*0 +.00 3.00
20 20.00 20.00
4(.*3
% AREA & %20.,0 %20.,0
% AREA & +7.*0 +7.*0
% AREA & ,*.2 ,*.2
% AREA & %+%.42 %+%.42
% AREA & **.5 **.5
% AREA & %05.*0 %05.*0
% %.00 1.00
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% %.00 1.00
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PROYECTO : “MEJORAMIENTO DE LA OF
PROP. : MUNICIPALIDAD DISTRITA
SUB PRESUP : OBRAS E$TERIORES - ACE
FECHA : JUNIO 20%5
01.02ZAPATAS
01.02.03 MURO CONTENCION-
ITEM OBRA
1 TRAMO AB
2 TRAMO BC
3 TRAMO CD
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4 TRAMO DE
5 TRAMO A´C´
6 TRAMO ab
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01.03PLACAS
01.03.03 MURO CONTENCION-
ITEM OBRA
1 TRAMO AB
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2 TRAMO BC
3 TRAMO CD
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4 TRAMO DE
5 TRAMO A´C´
6 TRAMO ab
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PLA
ERTA DEL SERVICIO EDUCATIVO EN LA I.E.I. N° 475-20 PADRE RUMI DEL CENTRO POBLADO PADRE RUMI DEL DISTRITO
L DE RANRACANCHA
ROS
CERO CORRUGADO &!4200 GCM2 ZAPATAS
ELEMENTO ESTRUCTURAL
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
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SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
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CERO CORRUGADO &!4200 GCM2 MUROS ! PLACAS
ELEMENTO ESTRUCTURAL
SUB TRAMO %-2: E&0.20M H&4.5%M A)&2.75M L&5.*2M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.75M A)&2.40M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&2.55M A)&%.54M L&5.2+M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&2.20M A)&%.+*M L&7.+0M SC&0.50M
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SUB TRAMO 5-*: E&0.20M H&2.5%M A)&%.54M L&7.+0M SC&0.50M
SUB TRAMO %-5: E&0.20M H&2.5%M A)&%.54M L&%4.7*M SC&0.50M
SUB TRAMO %-2: E&0.20M H&2.5%M A)&%.54M L&+.*5M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.50M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.50M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.50M
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SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.50M
SUB TRAMO 7-,: E&0.20M H&2.*M A)&%.*0M L&+.*5M SC&0.50M
SUB TRAMO ,-: E&0.20M H&2.7+M A)&%.*4M L&+.*5M SC&0.50M
SUB TRAMO -%0: E&0.20M H&2.00M A)&%.2*M L&%5.00M SC&0.50M
SUB TRAMO %0-%%: E&0.20M H&+.50M A)&2.04M L&4.4M SC&0.00M
SUB TRAMO %%-%2: E&0.20M H&5.*0M A)&+.50M L&+.50M SC&0.00M
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SUB TRAMO %-2: EC&0.25M EB&0.5%M H&5.%0M A)&+.2%M L&++.,4M SC&0.50M
SUB TRAMO %-2: EC&0.25M EB&0.45M H&4.0%M A)&2.+M L&+%.27M SC&0.50M
SUB TRAMO 2-+: E&0.20M H&+.0*M A)&%.,0M L&+.*5M SC&0.00M
SUB TRAMO +-4: E&0.20M H&+.*0M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 4-5: E&0.20M H&+.*4M A)&2.%0M L&+.*5M SC&0.00M
SUB TRAMO 5-*: E&0.20M H&2.,%M A)&%.70M L&+.*5M SC&0.00M
SUB TRAMO *-7: E&0.20M H&2.,*M A)&%.70M L&+.*5M SC&0.00M
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Acero long (2 cap) - 2 3/8" 6 4.25 48.17
Acero trans (2 cap) - 2 1" 12 2.30
Acero long (2 cap) - 2 3/8" 6 4.25 48.17
Acero trans (2 cap) - 2 1" 12 2.30
Acero long (2 cap) - 2 3/8" 5 4.25 45.33
Acero trans (2 cap) - 2 1" 12 2.20
Acero long (2 cap) - 2 3/8" 5 4.25 46.47
Acero trans (2 cap) - 2 1" 12 2.24
Acero long (2 cap) - 2 3/8" 4 15.60 131.04
Acero trans (2 cap) - 2 1" 50 1.86
Acero long (2 cap) - 2 3/8" 7 5.09 69.22
Acero trans (2 cap) - 2 1" 15 2.64
Acero long (2 cap) - 2 3/8" 12 4.10 95.67
Acero trans (2 cap) - 2 1" 12 4.10
Acero long (2 cap) - 2 3/8" 11 34.44 737.02
Acero trans (2 cap) - 2 1" 113 3.81
Acero long (2 cap) - 2 3/8" 8 31.87 507.80
Acero trans (2 cap) - 2 1" 104 2.99
Acero long (2 cap) - 2 3/8" 6 4.25 51.00
Acero trans (2 cap) - 2 1" 12 2.40
Acero long (2 cap) - 2 3/8" 7 4.25 59.50Acero trans (2 cap) - 2 1" 12 2.70
Acero long (2 cap) - 2 3/8" 7 4.25 59.50
Acero trans (2 cap) - 2 1" 12 2.70
Acero long (2 cap) - 2 3/8" 6 4.25 48.17
Acero trans (2 cap) - 2 1" 12 2.30
Acero long (2 cap) - 2 3/8" 6 4.25 48.17
Acero trans (2 cap) - 2 1" 12 2.30
Peso en Klogra!o por !etro lneal 0.25 0.56 1.02
$ l $% l l 2 761 16
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ongt#$ total por $%!etro en !etros lneales - 2&761.16 -
'otal en logra!os por $a!etro - 1&546.25 -
TOTAL -.
RESUMEN DE ACEROS
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RESUMEN DE ACEROS
Dia*et/o Long+ Tota) Long+ Co*e/0
1/4" - 9.00
3/8" 2&761.16 9.00
1/2" - 9.00
5/8" - 9.00
3/4" - 9 .00
1" 3&290.36 9.00
PIEZA DE ACERO FORMA ØL
!"#$ %"&$ !"'$
Acero *ertc (1 cap 1") - 1 1" 19 6.01
Acero *ertc (1 cap 1/2") - 1 1/2" 19 0.80 14.99
Acero *ertc (1 cap 3/8") - 1 3/8" 19 6.01 112.59
Acero +or, (1 cap 3/8") - 2 3/8" 17 5.62 187.71
Acero *ertc (1 cap 1") - 1 1" 12 5.25
Acero *ertc (1 cap 1/2") - 1 1/2" 12 0.80 9.73
Acero *ertc (1 cap 3/8") - 1 3/8" 12 5.25 63.88
Acero +or, (1 cap 3/8") - 2 3/8" 14 3.65 103.42
Acero *ertc (1 cap 1") - 1 1" 17 4.05Acero *ertc (1 cap 1/2") - 1 1/2" 17 0.80 13.95
Acero *ertc (1 cap 3/8") - 1 3/8" 17 4.05 70.61
Acero +or, (1 cap 3/8") - 2 3/8" 10 5.23 106.34
Acero *ertc (1 cap 1") - 1 1" 24 3.70
Acero *ertc (1 cap 1/2") - 1 1/2" 24 0.80 19.47
Acero *ertc (1 cap 3/8") - 1 3/8" 24 3.70 90.03
Acero +or, (1 cap 3/8") - 2 3/8" 9 7.30 131.40
N( E)e*+Igua)es
N( Pie,as E)e*+
Longitud Pie,as
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Acero *ertc (1 cap 1") - 1 1" 24 4.01
Acero *ertc (1 cap 1/2") - 1 1/2" 24 0.80 19.47
Acero *ertc (1 cap 3/8") - 1 3/8" 24 4.01 97.58
Acero +or, (1 cap 3/8") - 2 3/8" 10 7.30 146.49
Acero *ertc (1 cap 1") - 1 1" 49 4.01
Acero *ertc (1 cap 1/2") - 1 1/2" 49 0.80 39.36
Acero *ertc (1 cap 3/8") - 1 3/8" 49 4.01 197.29
Acero +or, (1 cap 3/8") - 2 3/8" 10 14.76 296.18
Acero *ertc (1 cap 1") - 1 1" 12 4.01
Acero *ertc (1 cap 1/2") - 1 1/2" 12 0.80 9.73
Acero *ertc (1 cap 3/8") - 1 3/8" 12 4.01 48.79
Acero +or, (1 cap 3/8") - 2 3/8" 10 3.65 73.24
Acero *ertc (1 cap 1") - 1 1" 12 4.56
Acero *ertc (1 cap 1/2") - 1 1/2" 12 0.80 9.73
Acero *ertc (1 cap 3/8") - 1 3/8" 12 4.56 55.48
Acero +or, (1 cap 3/8") - 2 3/8" 12 3.65 86.63
Acero *ertc (1 cap 1") - 1 1" 12 5.10
Acero *ertc (1 cap 1/2") - 1 1/2" 12 0.80 9.73
Acero *ertc (1 cap 3/8") - 1 3/8" 12 5.10 62.05Acero +or, (1 cap 3/8") - 2 3/8" 14 3.65 99.77
Acero *ertc (1 cap 1") - 1 1" 12 5.14
Acero *ertc (1 cap 1/2") - 1 1/2" 12 0.80 9.73
Acero *ertc (1 cap 3/8") - 1 3/8" 12 5.14 62.54
Acero +or, (1 cap 3/8") - 2 3/8" 14 3.65 100.74
Acero *ertc (1 cap 1") - 1 1" 12 4.31
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Acero +or, (1 cap 3/8") - 2 3/8" 20 3.50 142.33
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Acero +or, (1 cap 3/8 ) 2 3/8 20 3.50 142.33
Acero *ertc (1 cap 1") - 1 1" 113 6.60
Acero *ertc (1 cap 1/2") - 1 1/2" 113 0.80 90.24
Acero *ertc (1 cap 3/8") - 1 3/8" 113 6.60 744.48
Acero +or, (1 cap 3/8") - 2 3/8" 19 33.84 1&263.36
Acero *ertc (1 cap 1") - 1 1" 104 5.51
Acero *ertc (1 cap 1/2") - 1 1/2" 104 0.80 83.39
Acero *ertc (1 cap 3/8") - 1 3/8" 104 5.51 574.33
Acero +or, (1 cap 3/8") - 2 3/8" 15 31.27 940.18
Acero *ertc (1 cap 1") - 1 1" 12 4.56
Acero *ertc (1 cap 3/8") - 1 3/8" 12 4.56 55.48
Acero +or, (1 cap 3/8") - 2 3/8" 10 3.65 74.46
Acero *ertc (1 cap 1") - 1 1" 12 5.10
Acero *ertc (1 cap 3/8") - 1 3/8" 12 5.10 62.05
Acero +or, (1 cap 3/8") - 2 3/8" 12 3.65 87.60
Acero *ertc (1 cap 1") - 1 1" 12 5.14
Acero *ertc (1 cap 3/8") - 1 3/8" 12 5.14 62.54
Acero +or, (1 cap 3/8") - 2 3/8" 12 3.65 88.57
Acero *ertc (1 cap 1") - 1 1" 12 4.31
Acero *ertc (1 cap 3/8") - 1 3/8" 12 4.31 52.44
Acero +or, (1 cap 3/8") - 2 3/8" 9 3.65 68.38
Acero *ertc (1 cap 1") - 1 1" 12 4.36
Acero *ertc (1 cap 3/8") - 1 3/8" 12 4.36 53.05
Acero +or, (1 cap 3/8") - 2 3/8" 10 3.65 69.59
Peso en Klogra!o por !etro lneal 0.25 0.56 1.02
8/16/2019 10.3. MET OE
46/54
8/16/2019 10.3. MET OE
47/54
CONSULTORIA :
HECHO POR :
REVISION -
ongitudes Ø
1"&$ %"#$ !$
125.51
73.00
74.61
95.39
104.15
210.58
52.07
58.40
65.70
65.70
8/16/2019 10.3. MET OE
48/54
55.97
55.97
53.53
54.51
186.00
79.02
95.67
859.54
623.32
58.40
65.70
65.70
55.97
55.97
1.60 2.26 4.04
- - 3&290.36
8/16/2019 10.3. MET OE
49/54
- - 13&293.05
!#2&%3+%4
8/16/2019 10.3. MET OE
50/54
Und Cantidad Ton
AA - -
AA 307 1.546
AA - -
AA - -
AA - -
AA 366 13.293
ongitudes Ø
1"&$ %"#$ !$
112.59
63.88
70.61
90.03
97 58
8/16/2019 10.3. MET OE
51/54
97.58
197.29
48.79
55.48
62.05
62.54
52.44
8/16/2019 10.3. MET OE
52/54
53.05
50.98
51.47
175.00
74.83
82.83
8/16/2019 10.3. MET OE
53/54
744.48
574.33
55.48
62.05
62.54
52.44
53.05
1.60 2.26 4.04
- - 3&005.78
- - 12 143 34
8/16/2019 10.3. MET OE
54/54
12&143.34
!523'6+1%
Und Cantidad Ton
AA - -
AA 862 4.346
AA 48 0.438
AA - -
AA - -
AA 334 12.143