Metrado GeneralMETRADO GENERAL DEL PROYECTO

PROYECTO : "VIVIENDA R.A.B."FECHA: 00/00/0000PROPIETARIO:

DATOS DEL EXPEDIENTE : NUMERO : 21-2006-0138LINEA DE INVERCION : INFRAESTRUCTURA ECONOMICADEPARTAMENTO : AREQUIPAREGION : AREQUIPAPROVINCIA : AREQUIPALOCALIDAD :DISTRITO : MARIANO MELGAR

HECHO POR: ING. JAMES AL ALARCN MORAZONA : 4 MES Y AO ACT. 01/2006DATOS DE LA EVALUACION : FECHA : 05/05/2006 EVALUADOR : 10296026

ITEMDESCRIPCIONUND.# VECESMETRADOPARCIALSUBTOTALTOTALLARGO (m.)ANCHO (m.)ALTO (m.)REA (m)

xx,xx01 - MERCADO SAN GREGORIO01,00,00OBRAS PROVICIONALES3.0001,01,00Cartel de Identificacion de la Obraund.11.0001,02,00Agua para la ConstruccionGlb.11.0001,03,00Energia Electrica ProvicionalGlb.11.00

02,00,00TRABAJOS PRELIMINARES350.7902,01,00Limpieza de Terreno manualm1116.93116.9302,02,00Trazo Niveles y Replanteo Preliminarm1116.93116.9302,03,00Trazo y Replanteo Durante la Obram1116.93116.93

03,00,00MOVIMIENTO DE TIERRAS0.0003,01,00Escavacion de zanjas03,01,01Eje A entre 1-7 CC-1m19.250.500.0003,01,02Eje D entre 1-7 CC-1m110.600.500.0003,01,03Eje 3 entre A - B CC-1m11.250.500.0003,01,04Eje 7 entre A - D CC-1m13.350.500.0003,01,05Eje 2 entre 5-7 CC-2m12.150.500.0003,01,06Eje B entre 1-2 CC-2m13.250.500.0003,01,07Eje B' entre 2-5 CC-2m15.800.500.0003,01,08Eje 1-2 entre B-D CC-2m16.200.500.0003,01,09Eje 4 entre B'-D CC-2m11.850.500.0003,01,10Eje 6 entre A''-D CC-2m12.350.500.0003,01,11Eje 1 entre A-C CC-3m12.800.500.0003,01,12Eje 2 entre B-B' CC-3m10.650.500.0003,01,13Eje 3 entre B-B' CC-3m10.350.500.0003,01,14Eje 5 entre A-D CC-3m13.450.500.0003,01,15Eje 6 entre A-B CC-3m10.850.500.0003,01,16Eje 1 entre C-D CC-4m13.200.400.0003,01,17Eje A'' entre 6-7 V-Cm12.500.250.0003,01,18Eje 2 entre A-B V-Cm11.700.250.0003,01,19Eje 3 entre B'-D V-Cm11.400.250.0003,01,20Eje 4 entre A-B' V-Cm12.700.250.00

04,00,00Excavacion de zapatas0.0004,01,00Zapatas ( Z-1 )m151.201.200.00

05,00,00Nivelacion Interior y Apisonamiento Manual0.0005,01,00m0.0005,02,00m0.0005,03,00m0.0005,04,00m0.0005,05,00m0.0005,06,00m0.0005,07,00m0.00

06,00,00Relleno con Material Propio2.1506,01,00Cimientos ( CC-1 )m17.050.350.100.2506,02,00Zapatas ( Z-1 )m21.000.301.200.7206,03,00Zapatas ( Z-1 )m20.700.501.200.8406,04,00Zapatas ( Z-1 )m20.400.351.200.3406,05,00m0.0006,06,00m0.0006,07,00m0.0006,08,00m0.0006,09,00m0.0006,10,00m0.0006,11,00m0.0006,12,00m0.0006,13,00m0.00

07,00,00Acarreos de Materiales Excedentes0.0003,05,01m0.0003,05,02m0.0003,05,03m0.0003,05,04m0.0003,05,05m0.00

03,06,00Eliminacion de Material excedente con Tansportem4.89

04,00,00OBRAS DE CONCRETO SIMPLE04,01,00Concreto Subzapata 1:12 + 30% Pied. Grande0.0004,01,01m0.0004,01,02m0.0004,01,03m0.0004,01,04m0.0004,01,05m0.0004,01,06m0.0004,01,07m0.0004,01,08m0.00

04,02,00Cimientos corridos 1: 10+30%PG.3.1704,02,01Cimientos ( CC-1 )m17.050.500.903.1704,02,02m0.0004,02,03m0.0004,02,04m0.0004,02,05m0.0004,02,06m0.0004,02,07m0.0004,02,08m0.0004,02,09m0.0004,02,10m0.0004,02,11m0.00

04,03,00Sobrecimiento 1: 8 + 25% PM.0.3204,03,01Sobrecimientos en ( CC-1 )m17.050.150.300.3204,03,02m0.0004,03,03m0.0004,03,04m0.0004,03,05m0.0004,03,06m0.0004,03,07m0.0004,03,08m0.0004,03,09m0.0004,03,10m0.00

04,04,00Encofrado y Desencof. de Sobrecimiento4.2304,04,01Sobrecimientos en ( CC-1 )m27.050.304.2304,04,02m0.0004,04,03m0.0004,04,04m0.0004,04,05m0.0004,04,06m0.0004,04,07m0.0004,04,08m0.0004,04,09m0.0004,04,10m0.0004,04,11m0.0004,04,12m0.0004,04,13m0.0004,04,14m0.00

04,05,00Cimentacion en Escaleras0.0004,05,01m0.0004,05,02m0.0004,05,03m0.0004,05,04m0.0004,05,05m0.0004,05,06m0.0004,05,07m0.0004,05,08m0.0004,05,09m0.00

05,00,00CONCRETO ARMADOZapatas05,01,00Concreto F'c= 175 Kg/cm1.0005,01,01Zapatas ( Z-1 )m21.001.000.501.0005,01,02m0.0005,01,03m0.0005,01,04m0.00

05,02,00Concreto F'c= 210 Kg/cm0.0005,02,01m0.0005,02,02m0.0005,02,03m0.0005,02,04m0.0005,02,05m0.0005,02,06m0.00

05,03,00Solado0.0005,03,01m0.0005,03,02m0.0005,03,03m0.00

05,04,00Encof. Y Desencof. de Zapata0.0005,04,01m0.0005,04,02m0.0005,04,03m0.0005,04,04m0.0005,04,05m0.00

05,05,00Acero en Zapata F'Y= 4200 Kg/cm05,05,01Zapatas ( Z-1 )Kg.0.00

Vigas de Cimentacion05,06,00C en Vigas de cimentacion F'C= 210 Kg/cm0.0005,06,01m0.0005,06,02m0.0005,06,03m0.0005,06,04m0.0005,06,05m0.0005,06,06m0.0005,06,07m0.0005,06,08m0.0005,06,09m0.0005,06,10m0.0005,06,11m0.00

05,07,00Encof. Y Descencof. En Vigas de Cimentacion0.0005,07,01m0.0005,07,02m0.0005,07,03m0.0005,07,04m0.0005,07,05m0.0005,07,06m0.0005,07,07m0.0005,07,08m0.0005,07,09m0.00

05,08,00Acero en Vigas de Cimentacion F'Y= 4200 Kg/cm05,08,01Kg.

COLUMNAS05,09,00Concreto F'c= 175 Kg/cm0.4205,09,01Columnas C-1m20.400.153.500.4205,09,02m0.0005,09,03m0.0005,09,04m0.0005,09,05m0.0005,09,06m0.0005,09,07m0.0005,09,08m0.0005,09,09m0.0005,09,10m0.0005,09,11m0.0005,09,12m0.00

05,10,00C de Columnas-Columnetas F'c= 210 Kg/cm0.0005,10,01m0.0005,10,02m0.0005,10,03m0.0005,10,04m0.0005,10,05m0.0005,10,06m0.0005,10,07m0.0005,10,08m0.0005,10,09m0.0005,10,10m0.00

05,11,00Encof. Y Descencof. En Columnas-Columnetas6.6505,11,01Columnas C-1m20.953.506.6505,11,02m0.0005,11,03m0.0005,11,04m0.0005,11,05m0.0005,11,06m0.0005,11,07m0.0005,11,08m0.0005,11,09m0.0005,11,10m0.0005,11,11m0.0005,11,12m0.00

05,12,00Acero Columnas-Columnetas F'Y= 4200 Kg/cm05,12,01Columnas C-1Kg.

VIGAS05,13,00Concreto F'c= 175 Kg/cm0.3505,13,01Vigas VA-1m17.850.150.300.3505,13,02m0.0005,13,03m0.0005,13,04m0.0005,13,05m0.0005,13,06m0.0005,13,07m0.0005,13,08m0.0005,13,09m0.0005,13,10m0.0005,13,11m0.0005,13,12m0.0005,13,13m0.0005,13,14m0.0005,13,15m0.0005,13,16m0.0005,13,17m0.0005,13,18m0.0005,13,19m0.0005,13,20m0.0005,13,21m0.00

05,14,00Concreto F'c= 210 Kg/cm0.0005,14,01m0.0005,14,02m0.0005,14,03m0.0005,14,04m0.0005,14,05m0.0005,14,06m0.0005,14,07m0.0005,14,08m0.0005,14,09m0.0005,14,10m0.0005,14,11m0.0005,14,12m0.0005,14,13m0.0005,14,14m0.0005,14,15m0.0005,14,16m0.00

05,15,00Encofrado y Descencofrado de Vigas4.7105,15,01Vigas VA-1m27.850.304.7105,15,02m0.0005,15,03m0.0005,15,04m0.0005,15,05m0.0005,15,06m0.0005,15,07m0.0005,15,08m0.0005,15,09m0.0005,15,10m0.0005,15,11m0.0005,15,12m0.0005,15,13m0.0005,15,14m0.0005,15,15m0.0005,15,16m0.0005,15,17m0.00

05,16,00Acero en Vigas F'Y= 4200 Kg/cm05,16,01Vigas VA-1Kg.

LOSA05,17,00Concreto en Losa F'C= 210 Kg/cm0.0005,17,01Cocinam0.0005,17,02Sala - Comedorm0.0005,17,03Dormitorio 1m0.0005,17,04Dormitorio 2m0.0005,17,05Dormitorio 3m0.0005,17,06Baom0.0005,17,07Voladom0.0005,17,08m0.0005,17,09m0.0005,17,10m0.00

05,18,00Encofrado y Descencofrado de Losa0.0005,18,01Cocinam0.0005,18,02Sala - Comedorm0.0005,18,03Dormitorio 1m0.0005,18,04Dormitorio 2m0.0005,18,05Dormitorio 3m0.0005,18,06Baom0.0005,18,07Hallm0.0005,18,08Volados m0.0005,18,09Volados m0.0005,18,10Volados m0.0005,18,11m0.0005,18,12Ladrillo Huecom0.0005,18,13m0.00

05,19,00Acero en Losa F'Y= 4200 Kg/cm05,19,01tipo 1Kg.0.00

05,20,00Ladrillos para Techo ,15 x ,30x ,30 m0.0005,20,01Und.0.0005,20,02Und.0.0005,20,03Und.0.0005,20,04Und.0.0005,20,05Und.0.00

LOSAS MACIZAS05,21,00Concreto de Losas Macizas F'C= 210 Kg/cm0.0005,21,01m0.0005,21,02m0.0005,21,03m0.0005,21,04m0.0005,21,05m0.0005,21,06m0.0005,21,07m0.0005,21,08m0.0005,21,09m0.0005,21,10m0.0005,21,11m0.0005,21,12m0.0005,21,13m0.0005,21,14m0.00

05,22,00Encof. Y Decencof. En Losas Macizas0.0005,22,01m0.0005,22,02m0.0005,22,03m0.0005,22,04m0.0005,22,05m0.0005,22,06m0.0005,22,07m0.0005,22,08m0.0005,22,09m0.0005,22,10m0.0005,22,11m0.0005,22,12m0.0005,22,13m0.00

05,23,00Acero en Losas Macizas F'Y= 4200 Kg/cm05,23,01Kg.

Escaleras05,24,00Concreto Escaleras F'C= 210 Kg/cm0.0005,24,01m0.0005,24,02m0.0005,24,03m0.0005,24,04m0.0005,24,05m0.0005,24,06m0.0005,24,07m0.0005,24,08m0.0005,24,09m0.0005,24,10m0.0005,24,11m0.0005,24,12m0.0005,24,13m0.0005,24,14m0.0005,24,15m0.0005,24,16m0.0005,24,17m0.0005,24,18m0.00

05,25,00Encofrado Y Descencof. De Escaleras0.0005,25,01m0.0005,25,02m0.0005,25,03m0.0005,25,04m0.0005,25,05m0.0005,25,06m0.0005,25,07m0.0005,25,08m0.0005,25,09m0.0005,25,10m0.0005,25,11m0.0005,25,12m0.0005,25,13m0.0005,25,14m0.0005,25,15m0.0005,25,16m0.0005,25,17m0.0005,25,18m0.0005,25,19m0.0005,25,20m0.00

05,26,00Acero en Escaleras F'Y= 4200 Kg/cm05,26,01Kg.

06,00,00MUROS Y TABIQUERIA06,01,00M. de Ladrillo KK de Arcilla 9x14x24 Soga /j =1.5c18.3306,01,01M. de Ladrillo KK de Arcilla 9x14x24 Soga /j =1.5cm17.052.6018.3306,01,02m0.0006,01,03m0.0006,01,04m0.0006,01,05m0.0006,01,06m0.0006,01,07m0.0006,01,08m0.0006,01,09m0.0006,01,10m0.0006,01,11m0.0006,01,12m0.00

06,02,00M. de Ladrillo KK de Arcilla 9x14x24 Cabeza /1.50.0006,02,01m0.0006,02,02m0.0006,02,03m0.0006,02,04m0.0006,02,05m0.0006,02,06m0.0006,02,07m0.0006,02,08m0.0006,02,09m0.0006,02,10m0.00

06,03,00Acero en Albailera (Alambre n 8 )06,03,01Kg.

07,00,00REVOQUES Y ENLUCIDOS07,01,00Tarrajeo Primarios (Rayado)0.0007,01,01m0.0007,01,02m0.0007,01,03m0.0007,01,04m0.0007,01,05m0.0007,01,06m0.0007,01,07m0.0007,01,08m0.0007,01,09m0.0007,01,10m0.00

07,02,00Tarrajeos Interiores0.0007,02,01Tarrajeos Cocinam0.0007,02,02m0.0007,02,03Tarrajeo de Sala Comedorm0.0007,02,04m0.0007,02,05Dormitorio 1m0.0007,02,06m0.0007,02,07Dormitorio 2m0.0007,02,08m0.0007,02,09Dormitorio 3m0.0007,02,10m0.0007,02,11Baom0.0007,02,12m0.0007,02,13m0.0007,02,14m0.00

07,03,00Tarrajeos externos0.0007,03,01m0.0007,03,02m0.0007,03,03m0.0007,03,04m0.0007,03,05m0.0007,03,06m0.0007,03,07m0.0007,03,08m0.0007,03,09m0.00

07,04,00Tarrajeo de Vigas0.0007,04,01m0.0007,04,02m0.0007,04,03m0.0007,04,04m0.0007,04,05m0.0007,04,06m0.0007,04,07m0.0007,04,08m0.0007,04,09m0.0007,04,10m0.00

07,05,00Tarrajeo de Columnas0.0007,05,01T-1m0.0007,05,02T-3m0.0007,05,03m0.0007,05,04m0.0007,05,05m0.0007,05,06m0.0007,05,07m0.0007,05,08m0.0007,05,09m0.0007,05,10m0.0007,05,11m0.0007,05,12m0.00

07,06,00Tarrajeo de Cielo Razo0.0007,06,01Cocinam0.0007,06,02Sala - Comedorm0.0007,06,03Dormitorio 1 m0.0007,06,04Dormitorio 2m0.0007,06,05Dromitorio 3m0.0007,06,06Baom0.0007,06,07Voladom0.0007,06,08m0.0007,06,09m0.0007,06,10m0.0007,06,11m0.0007,06,12m0.0007,06,13m0.0007,06,14m0.00

07,07,00Revestimiento de Escaleras0.0007,07,01m0.0007,07,02m0.0007,07,03m0.0007,07,04m0.0007,07,05m0.0007,07,06m0.0007,07,07m0.0007,07,08m0.0007,07,09m0.0007,07,10m0.0007,07,11m0.0007,07,12m0.00

07,08,00Vestiduras con derrames con Mortero 1:50.0007,08,01m0.0007,08,02m0.0007,08,03m0.0007,08,04m0.0007,08,05m0.0007,08,06m0.0007,08,07m0.0007,08,08m0.0007,08,09m0.00

08,00,00PISOS Y PAVIMENTOS08,01,00Falso Piso de 4"0.0008,01,01m0.0008,01,02m0.0008,01,03m0.0008,01,04m0.0008,01,05m0.0008,01,06m0.0008,01,07m0.0008,01,08m0.0008,01,09m0.0008,01,10m0.0008,01,11m0.00

08,02,00Contra Piso de 2"0.0008,02,01m0.0008,02,02m0.0008,02,03m0.0008,02,04m0.0008,02,05m0.0008,02,06m0.0008,02,07m0.0008,02,08m0.0008,02,09m0.0008,02,10m0.0008,02,11m0.0008,02,12m0.0008,02,13m0.0008,02,14m0.0008,02,15m0.0008,02,16m0.0008,02,17m0.0008,02,18m0.00

08,03,00Cermico 30x30 Celima Tipo piedr/trans mediano0.0008,03,01Cocinam0.0008,03,02Sala - Comedorm0.0008,03,03Sala - Comedorm0.0008,03,04Baom0.0008,03,05m0.0008,03,06Piso Parquetm0.0008,03,07Dromitorio 1 m0.0008,03,08Dormitorio 2m0.0008,03,09Dromitorio 3m0.0008,03,10m0.00

08,04,00Piso de Loseta Vinlico de 2,5 mm0.0008,04,01m0.0008,04,02m0.0008,04,03m0.0008,04,04m0.0008,04,05m0.00

08,05,00Piso de Piedra Laja0.0008,05,01m0.0008,05,02m0.0008,05,03m0.0008,05,04m0.0008,05,05m0.00

08,06,00Vereda de C e= 4 + Sardinel, Pasta: 1.5 cm0.0008,06,01m0.0008,06,02m0.0008,06,03m0.0008,06,04m0.0008,06,05m0.00

08,07,00Encofrado de Veredas0.0008,07,01m0.0008,07,02m0.0008,07,03m0.0008,07,04m0.0008,07,05m0.0008,07,06m0.0008,07,07m0.00

08,08,00Junta Asfaltica0.0008,08,01m0.0008,08,02m0.0008,08,03m0.0008,08,04m0.0008,08,05m0.0008,08,06m0.00

09,00,00ZOCALOS0.0009,01,00Zocalos de Mayolica en Cocinam0.0009,02,00Zocalos de Mayolica en Baom0.0009,03,00Zocalos de loseta ceramica de 20 x 30 cm m0.0009,04,00m0.0009,05,00m0.0009,06,00m0.0009,07,00m0.00

10,00,00CONTRAZOCALOS10,01,00Contra zcalos de Madera Cedro de 3/4" x 3"0.0010,01,01Sala - Comedorm0.0010,01,02Dromitorio 1 m0.0010,01,03Dormitorio 2m0.0010,01,04Dromitorio 3m0.0010,01,05m0.0010,01,06m0.00

10,02,00Contra zcalos de Cemento s / Colorear h = 0,300.0010,02,01m0.0010,02,02m0.0010,02,03m0.0010,02,04m0.0010,02,05m0.0010,02,06m0.0010,02,07m0.00

11,00,00CUBIERTAS11,01,00Tijeral de Madera (TO)und.11,02,00Tijeral de Madera (T1)und.11,03,00Tijeral de Madera (T2)und.11,04,00Coberturas con Calamina Gavalnizadam11,05,00Cumbrera de Plancha de Acero Galvanizadom11,06,0011,07,0011,08,0011,09,00

12,00,00CARPINTERIA DE MADERA0.0012,01,00Puerta de Tableround.0.0012,02,00Puerta Contraplacada E= 35 mmund.0.0012,03,00Baranda de Maderaund.0.0012,04,00und.0.0012,12,00und.0.00

13,00,00CARPINTERIA METALICA0.0013,01,00Puerta Metalica Puerta Principalund.0.0013,02,00Puerta Metalica SS.HH. ( Interiores)und.0.0013,03,00Ventana Metalica ( Inc. Ventana+ Junta )und.0.0013,04,00und.0.00

14,00,00CERRAJERIA0.0014,01,00Cerradura Puerta Principal (Chapa)und.0.0014,02,00Cerradura Puerta Livianaund.0.0014,03,00Cerradura Puerta (Chapa)und.0.0014,04,00Visagras Capuchinas de 3 Golpesund.0.0014,05,00Cerradura Frote 3 Golpesund.0.0014,06,00Cerradura de Perilla Liviana para Puerta Interioresund.0.0014,07,00Cerradura de Perilla Liviana para Puertas de SS.HH.und.0.0014,08,00Bisagra Capuchina Aluminada de 3 x 3 und.0.0014,09,00Manija de Bronce para Puertasund.0.0014,10,00Manija de Bronce para Ventanasund.0.00

15,00,00VIDRIOS0.0015,01,00Vidrio Grises Moduglasp0.0015,02,00p0.0015,03,00p0.00

16,00,00PINTURAS16,01,00Pinturas en Interiores0.0016,01,01Cocinam0.0016,01,02m0.0016,01,03Sala Comedorm0.0016,01,04m0.0016,01,05m0.0016,01,06m0.0016,01,07Dormitorio 1m0.0016,01,08m0.0016,01,09Dormitorio 2m0.0016,01,10m0.0016,01,11Dormitorio 3m0.0016,01,12m0.0016,01,13Baom0.0016,01,14m0.00

16,02,00Pinturas en Exteriores0.0016,02,01m0.0016,02,02m0.0016,02,03m0.0016,02,04m0.0016,02,05m0.0016,02,06m0.0016,02,07m0.0016,02,08m0.00

16,03,00Pinturas en Cielo Razo0.0016,03,01Cocinam0.0016,03,02Sala - Comedorm0.0016,03,03Sala - Comedorm0.0016,03,04Dromitorio 1 m0.0016,03,05Dormitorio 2m0.0016,03,06Dromitorio 3m0.0016,03,07m0.0016,03,08m0.0016,03,09m0.0016,03,10m0.0016,03,11m0.0016,03,12m0.00

17,00,00APARATOS SANITARIOS0.0017,01,00Inodoro de Tnaque Bajound.0.0017,02,00Lavatoriound.0.0017,03,00Duchaund.0.0017,04,00Jaboneraund.0.0017,05,00Toalleraund.0.0017,06,00Papeleraund.0.0017,07,00und.0.0017,08,00und.0.0017,09,00und.0.0017,10,00und.0.0017,11,00und.0.00

18,00,00INSTALACIONES SANITARIAS0.0018,01,00Salida de Desagueund.0.0018,02,00Red de Desague PVC. 2"ml.0.0018,03,00Red de Desague PVC. 4"ml.0.0018,04,00Sumiderosund.0.0018,05,00Registro Roscadound.0.0018,06,00Caja de Registro 12" x 24"und.0.0018,07,00und.0.0018,08,00und.0.0018,09,00und.0.00

19,00,00SISTEMA DE AGUA FRIA0.0019,01,00Salida de Agua Fria und.0.0019,02,00Red de Agua PVC. 1/2"ml.0.0019,03,00Red de Agua PVC. 3/4"ml.0.0019,04,00Valvula de Compuerta 3/4"und.0.0019,05,00Valvula de Globo 1/2"und.0.0019,06,00und.0.0019,07,00und.0.0019,08,00und.0.00

20,00,00INSTALACIONES ELECTRICAS0.0020,01,00Salidas de Centro de Luz und.0.0020,02,00Salidas de Braquettesund.0.0020,03,00Salidas de Spot Ligthund.0.0020,04,00Interruptoresund.0.0020,05,00Tomacorrientesund.0.00

&"Arial,Negrita"Pagina&"Arial,Normal" &P / &N

Metrado de AceroMETRADO GENERAL DE ACERO DEL PROYECTO

PROYECTO : "VIVIENDA R.A.B."FECHA:PROPIETARIO:

DATOS DEL EXPEDIENTE : NUMERO : 21-2006-0138LINEA DE INVERCION : INFRAESTRUCTURA ECONOMICADEPARTAMENTO : AREQUIPAREGION : AREQUIPAPROVINCIA : AREQUIPALOCALIDAD :DISTRITO : MARIANO MELGAR

HECHO POR: ING. JAMES AL ALARCN MORAZONA : 4 MES Y AO ACT. 01/2006DATOS DE LA EVALUACION : FECHA : 05/05/2006 EVALUADOR : 10296026

ITEMDESCRIPCINUND.# DE ELEMENTOS IGUALES O VECES# DE PIEZAS O FIERRO X ELEMENTOLONGITUD X PIEZA (m.)LONGITUD POR DE FIERRO CORRUGADO ASTM A615 - GRADO 60 (m.)1/4"8 mm.3/8"12 mm.1/2"5/8"3/4"1"1 3/8"

Acero p/Zapatas F'y=4200 Kg./CmAcero p/Viga Cimentacion F'y=4200 Kg./Cm Aceros p/Columnas F'y=4200 Kg./CmAcero p/Vigas F'y=4200 Kg./CmAcero p/Loza Aligerada F'y=4200 Kg./CmAcero p/Losa Maciza F'y=4200 Kg./CmAcero p/Escaleras F'y=4200 Kg./Cm

LONGITUD TOTAL ACERO X ( ml ) :0.000.000.000.000.000.000.000.000.00PESO (Kg./m.):0.2220.4000.5600.8900.9941.5522.2353.9737.907TOTAL ACERO (KG ) :0.000.000.000.000.000.000.000.000.00

&"Arial,Negrita"Pagina&"Arial,Normal" &P / &N