RESUMENRESUMEN DE METRADOSPROYECTO :CREACION DEL EJE PEATONAL JR ANCASH CDRA. 2 Y JR CARABAYA CDRA 1 DEL CENTRO HISTRICO DE LIMA, PROVINCIA DE LIMA - LIMAESPECIALIDAD :ESTRUCTURASFECHA :SETIEMBRE 2013ITEMDESCRIPCIONUNIDADMETRADO01.01OBRAS PROVISIONALES01.01.01CERCO P/OBRA H=1.20M C/PCHA.TRIPLAY - PINTADOM304.9001.01.02ALMACEN, OFICINA Y CASETA DE GUARDIANIAM2100.0001.01.03CARTEL DE IDENTIFICACION DE LA OBRA DE 2.40X5.60 MU2.0001.01.04TANQUE DE ALMACENAMIENTO DE AGUA PARA LA OBRAU2.0001.01.05AGUA PARA LA CONSTRUCCIONVJE3.0001.01.06DESAGUE PROVISIONAL PARA LA CONSTRUCCIONPTO1.0001.01.07ENERGIA ELECTRICA PARA LA CONSTRUCCIONMES3.0001.01.08BAOS QUIMICOS PARA EL PERSONALMES3.0001.02TRABAJOS PRELIMINARES01.02.01MOVILIZACION Y DESMOVILIZACION DE EQUIPOSGLB1.0001.02.02DESVIO DE TRANSITO Y SEGURIDAD VIALGLB1.0001.02.03TRAZO Y REPLANTEO DURANTE LA EJECUCION DE OBRAM24094.5201.02.04RETIRO DE PAPELERASU5.0001.02.05RETIRO DE SEAL INFORMATIVAU1.0001.02.06RETIRO DE PISO DE ADOQUIN DE CONCRETOM2927.5001.02.07RETIRO DE SARDINEL PERALTADO DE PIEDRA TALLADAM421.6501.02.08DEMOLICION DE SARDINEL SUMERGIDO DE CONCRETO C/EQUIPOM818.1001.02.09DEMOLICION DE PAVIMENTO FLEXIBLE EXISTENTEM2550.5701.02.10ESCARIFICADO DE PAVIMENTO FLEXIBLE1823.7501.02.11REMOCION DE PISO DE PIEDRA 0.40MX0.40MM2107.7701.02.12DEMOLICION DE VEREDAS DE CONCRETOM2479.9401.03SEGURIDAD Y SALUD01.03.01ELABORACION, IMPLEMENTACION Y ADMINISTRACION DE PLAN DE SEGURIDAD Y SALUD EN EL TRABAJOGLB1.0001.03.02EQUIPOS DE PROTECCION INDIVIDUALGLB1.0001.03.03EQUIPOS DE PROTECCION COLECTIVAGLB1.0001.03.04SEALIZACION TEMPORAL DE SEGURIDADGLB1.0001.03.05CAPACITACION EN SEGURIDAD Y SALUDMES3.0001.03.06RECURSOS PARA RESPUESTAS ANTE EMERGENCIAS EN SEGURIDAD Y SALUD DURANTE EL TRABAJOGLB1.0001.04MOVIMIENTO DE TIERRAS01.04.01EXCAVACION EN MATERIAL COMUNM3192.9201.04.02REFINE, NIVELACION Y COMPACTACION DE NORMAL C/EQUIPOM21977.2801.04.03ACARREO DE MATERIAL EXCEDENTEM3689.3001.04.04ELIMINACION DE MATERIAL EXCEDENTEM3689.3001.05OBRAS DE CONCRETO SIMPLE01.05.01CONCRETO EN LOSA DE PISO f'c=210 Kg/cm2M3205.9401.05.02NIVELACION DE BUZONESU12.0001.05.03NIVELACION DE CAJASU13.0001.06CONCRETO ARMADO01.06.01RAMPAS01.06.01.01CONCRETO EN RAMPA f'c=210 Kg/cm2M39.6101.06.01.02ENCOFRADO Y DESENCOFRADO DE RAMPASM211.7501.06.01.03ACERO f'y=4200 Kg/cm2 REND. 250 KG/DIAKG483.4501.06.02SARDINEL01.06.02.01CONCRETO EN SARDINEL f'c=210 Kg/cm2M326.1101.06.02.02ENCOFRADO Y DESENCOFRADO PARA SARDINELESM3261.1001.06.02.03ACERO PARA DOWELLS 1/2" @ 0.50 MKG418.9701.06.03MACETON01.06.03.01CONCRETO EN JARDINERA f'c=210 Kg/cm2M32.2801.06.03.02ENCOFRADO Y DESENCOFRADO CARAVISTA PARA JARDINERASM213.2001.06.03.03ACERO f'y=4200 Kg/cm2 REND. 250 KG/DIAkg214.3601.07VARIOS01.07.01JUNTAS DE CONTRACCIONM49.1401.07.02JUNTAS EN VEREDASM490.63

EstructurasPLANILLA DE METRADOSPROYECTO :CREACION DEL EJE PEATONAL JR ANCASH CDRA. 2 Y JR CARABAYA CDRA 1 DEL CENTRO HISTRICO DE LIMA, PROVINCIA DE LIMA - LIMAESPECIALIDAD :ESTRUCTURASFECHA :SETIEMBRE 2013ITEMPARTIDAUND.VECESLARGOANCHOALTOPARCIALTOTAL01ESTRUCTURAS01.01OBRAS PROVISIONALES01.01.01CERCO P/OBRA H=1.20M C/PCHA.TRIPLAY - PINTADOM304.901304.90304.9001.01.02ALMACEN, OFICINA Y CASETA DE GUARDIANIAM2100.001Area= 100.00 m2100.0001.01.03CARTEL DE IDENTIFICACION DE LA OBRA DE 2.40X5.60 MU2.0022.0001.01.04TANQUE DE ALMACENAMIENTO DE AGUA PARA LA OBRAU2.0022.0001.01.05AGUA PARA LA CONSTRUCCIONVJE3.0033.0001.01.06DESAGUE PROVISIONAL PARA LA CONSTRUCCIONPTO1.0011.0001.01.07ENERGIA ELECTRICA PARA LA CONSTRUCCIONMES3.0033.0001.01.08BAOS QUIMICOS PARA EL PERSONALMES3.0033.0001.02TRABAJOS PRELIMINARES01.02.01MOVILIZACION Y DESMOVILIZACION DE EQUIPOSGLB1.0011.0001.02.02DESVIO DE TRANSITO Y SEGURIDAD VIALGLB1.0011.0001.02.03TRAZO Y REPLANTEO DURANTE LA EJECUCION DE OBRAM24,094.5201.02.04RETIRO DE PAPELERASU5.0055.0001.02.05RETIRO DE SEAL INFORMATIVAU1.00Jr Ancash11.0001.02.06RETIRO DE PISO DE ADOQUIN DE CONCRETOM2927.50Carabaya (Lado derecho) - Adoquin Rojo1Area= 482.10 m2482.10Ancash (costado de Bodega y Quadra ) - Adoquin Rojo1Area= 20.50 m220.50Ancash (Desde Bodega y Quadra - Lado Izquierdo) - Adoquin Rojo1Area= 128.00 m2128.00Ancash (Desde Cordano - Lado Derecho) - Adoquin Rojo1Area= 150.00 m2150.00Ancash (interseccion con Lampa) - Adoquin Rojo1Area= 111.90 m2111.90Ancash (Local de Desamparado) - Adoquin 0.20 x 0.10 x 0.081Area= 35.00 m235.0001.02.07RETIRO DE SARDINEL PERALTADO DE PIEDRA TALLADAM421.65Carabaya1149.05149.05Ancash (Desde Cordano - Lado Derecho)1114.90114.90Ancash (Desde Bodega y Quadra - Lado Izquierdo)1115.40115.40Ancash (Local de Desamparado)142.3042.3001.02.08DEMOLICION DE SARDINEL SUMERGIDO DE CONCRETO C/EQUIPOM818.10Carabaya (Lado Derecho)2128.20256.40424.15174.30Ancash (Desde Cordano - Lado Derecho)1108.60108.60361.4150.58Ancash (Desde Bodega y Quadra - Lado Izquierdo)197.7497.74331.3845.54Ancash (Local de Desamparado)131.6631.66111.1712.87112.3512.3551.778.85Ancash (Interseccion con Lampa)119.2119.2101.02.09DEMOLICION DE PAVIMENTO FLEXIBLE EXISTENTEM2550.57Ingreso a Carabaya1Area= 27.05 m227.05Vereda de Palacio de Gobierno1Area= 12.55 m212.55Rampa proyectado (costado de palacio de Gobierno)1Area= 32.42 m232.42Explanada de Desamparados1Area= 419.50 m2419.50Ingreso a Bodega y Quadra1Area= 9.65 m29.65Ancash (Desde Bodega y Quadra - Lado Izquierdo)1Area= 27.70 m227.70Ancash (Desde Cordano - Lado Derecho)1Area= 21.70 m221.7001.02.10ESCARIFICADO DE PAVIMENTO FLEXIBLE1,823.75Carabaya1136.306.00817.80Ancash1157.255.00786.25Ancash (costado de Local de Desamparados)1Area= 178.75 m2178.75Costado de Bodega y Quadra112.63.2540.9501.02.11REMOCION DE PISO DE PIEDRA 0.40MX0.40MM2107.77Carabaya (Interseccion con Jr. Junin)1Area= 0.96 m20.96Carabaya (Lado Derecho) - rampa11.601.101.76Ancash (Lado derecho)-rampa11.601.101.76Ancash (Bodega y Quadra)-rampa11.601.101.76Carabaya (Lado Derecho) - Piso Irregular1Area= 57.60 m257.60Ancash (Lado Derecho) - Piso Irregular1Area= 28.10 m228.10Ancash (Lado Izquierdo) - Piso Irregular1Area= 15.83 m215.8301.02.12DEMOLICION DE VEREDAS DE CONCRETOM2479.94Carabaya (Lado Izquierdo)1Area= 476.43 m2476.43Interseccion Carabaya y Junin (rampa)11.650.901.49Carabaya (Lado Derecho) - rampa14.500.452.0301.03SEGURIDAD Y SALUD01.03.01ELABORACION, IMPLEMENTACION Y ADMINISTRACION DE PLAN DE SEGURIDAD Y SALUD EN EL TRABAJOGLB1.0001.03.02EQUIPOS DE PROTECCION INDIVIDUALGLB1.0001.03.03EQUIPOS DE PROTECCION COLECTIVAGLB1.0001.03.04SEALIZACION TEMPORAL DE SEGURIDADGLB1.0001.03.05CAPACITACION EN SEGURIDAD Y SALUDMES3.0001.03.06RECURSOS PARA RESPUESTAS ANTE EMERGENCIAS EN SEGURIDAD Y SALUD DURANTE EL TRABAJOGLB1.0001.04MOVIMIENTO DE TIERRAS01.04.01EXCAVACION EN MATERIAL COMUNM3192.92Jr Carabaya lado Izquierdo, en vereda de concreto1Area= 476.43 m20.1047.64En vereda de adoquin1Area= 815.48 m20.16132.92En vereda de adoquin Jr Lampa1Area= 62.13 m20.1610.13Isla Jr Lampa1Area= 7.10 m20.312.2201.04.02REFINE, NIVELACION Y COMPACTACION DE NORMAL C/EQUIPOM21,977.28Jr Carabaya lado Izquierdo, en vereda de concreto1Area= 476.43 m2476.43En vereda de adoquin1Area= 815.48 m2815.48En vereda de adoquin Jr Lampa1Area= 62.13 m262.13Isla Jr Lampa1Area= 9.11 m29.11Area de sardineles de concreto en Jr Carabaya1818.100.15122.72En rampa Jr Carabaya1Area= 28.27 m228.27Esq Carabaya - Ancash lado Izq1Area= 12.55 m212.55Rampa lado Derecho Palacio1Area= 32.42 m232.42Explanada Desamparados1Area= 418.17 m2418.1701.04.03ACARREO DE MATERIAL EXCEDENTEM3Volumen689.30De Excavaciones1.3192.92250.79Adoquin de concreto1.4Area= 927.50 m20.08103.88Sardinel peraltado de piedra1.4Area= 421.65 m20.120.4028.33Sardinel sumergido de concreto1.4Longitud= 818.10 m0.130.3042.95Pavimento Flexible1.3Area= 550.57 m20.1071.57Remocion de Piso de piedra1.4Area= 107.77 m20.046.04Demolicion de vereda de concreto1.4Area= 479.94 m20.1067.19Escarificado de Pavimento Flexible1.3Area= 911.88 m20.10118.5401.04.04ELIMINACION DE MATERIAL EXCEDENTEM3689.3001.05OBRAS DE CONCRETO SIMPLE01.05.01CONCRETO EN LOSA DE PISO f'c=210 Kg/cm2M3205.94Area total de Piedra Granitica1Area= 2009.18 m20.10200.92Area total Desamparados-1Area= 418.18 m20.10-41.82Area total Desamparados1Area= 418.18 m20.1146.8401.05.02NIVELACION DE BUZONESU12.00Desague - TelefonicaJr Carabaya44.00Jr Ancash55.0001.05.03NIVELACION DE CAJASU13.00Jr Carabaya33.00Jr Ancash1010.0001.06CONCRETO ARMADO01.06.01RAMPAS01.06.01.01CONCRETO EN RAMPA f'c=210 Kg/cm2M39.61Ingreso a Carabaya1Area= 16.83 m20.152.52Uas10.21Ingreso entre Palacio y Desamparados1Area= 34.05 m20.155.11Uas10.34Entre Desamparados y Bodega y Quadra1Area= 9.06 m20.151.36Uas10.0701.06.01.02ENCOFRADO Y DESENCOFRADO DE RAMPASM211.75Ingreso a Carabaya22.900.251.45110.000.151.5016.000.150.90Ingreso entre Palacio y Desamparados22.750.251.38114.150.152.12113.110.151.97Entre Desamparados y Bodega y Quadra23.100.251.5522.950.150.8901.06.01.03ACERO f'y=4200 Kg/cm2 REND. 250 KG/DIAKG483.45Ingreso a CarabayaTransversal188.20147.60Longitudinal252.2055.00361.2043.20245.80 3/8"0.56 kg/m137.65Ingreso entre Palacio y DesamparadosTransversal2213.83304.15Longitudinal1072.70288.36201.2525.00617.51 3/8"0.56 kg/m345.8101.06.02SARDINEL01.06.02.01CONCRETO EN SARDINEL f'c=210 Kg/cm2M326.11Jr Carabaya276.000.20.258.10110.000.20.250.50Jr Ancash265.000.20.4010.40Jr Ancash - Jr Lampa19.450.20.400.76Costado Museo Bodega y Cuadra43.600.20.401.15Frente a Desamparados146.100.20.403.69Entrada a Palacio15.810.20.400.46Entre Palacio y Desamparados113.110.20.401.0501.06.02.02ENCOFRADO Y DESENCOFRADO PARA SARDINELESM3261.10Jr Carabaya276.000.2540.50110.000.252.50Jr Ancash265.000.4052.00Jr Ancash - Jr Lampa19.450.403.78......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................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a Desamparados146.100.4018.44Entrada a Palacio15.810.402.32Entre Palacio y Desamparados113.110.405.24130.55Ambas Caras261.1001.06.02.03ACERO PARA DOWELLS 1/2" @ 0.50 MKG418.97Long Sardinel# veces AceroLong AceroJr Carabaya276.00130.50175.50110.00210.5010.50Jr Ancash265.00110.50143.00Jr Ancash - Jr Lampa19.50200.5010.00Costado Museo Bodega y Cuadra43.5080.5016.00Frente a Desamparados146.00930.5046.50Entrada a Palacio16.00130.506.50Entre Palacio y Desamparados113.00270.5013.50421.50 1/2"0.994 kg/m418.9701.06.03MACETON01.06.03.01CONCRETO EN JARDINERA f'c=210 Kg/cm2M32.28Vol Exterior Piramide H=1.13m=0.5424Vol Exterior Piramide H=0.63m=0.091476Vol Macetero Exterior0.450924Vol Interior Piramide H=1.13m=0.199692Vol Interior Piramide H=0.63m=0.0202666667Vol Macetero Interior0.1794253333Vol Maceton80.28507362.2801.06.03.02ENCOFRADO Y DESENCOFRADO CARAVISTA PARA JARDINERASM213.20Exterior81.200.605.76Interior80.900.503.60Losa de Fondo84.800.103.8401.06.03.03ACERO f'y=4200 Kg/cm2 REND. 250 KG/DIAkg214.36Vertical801.81144.80 1/2"0.994 kg/m143.93Horizontal84.8038.4084.1232.9683.6028.8083.2025.60125.76 3/8"0.56 kg/m70.4301.07VARIOS01.07.01JUNTAS DE CONTRACCIONM49.14Ingreso a Carabaya11616.00Ingreso entre Palacio y Desamparados127.2627.26Entre Desamparados y Bodega y Quadra15.885.8801.07.02JUNTAS EN VEREDASM490.63Jr. Carabaya221.38Jr. Ancash99.87Jr. Lampa10.86Estacion Desamparados158.52

JuntasPLANILLA DE METRADOSPROYECTO :CREACION DEL EJE PEATONAL JR ANCASH CDRA. 2 Y JR CARABAYA CDRA 1 DEL CENTRO HISTRICO DE LIMA, PROVINCIA DE LIMA - LIMAESPECIALIDAD :ESTRUCTURASFECHA :SETIEMBRE 201301.07.02JUNTAS EN VEREDASm490.63JR. CARABAYAJR. ANCASHJR. LAMPAESTACION DESAMPARADOSIZQUIERDADERECHAIZQUIERDADERECHAIZQUIERDAIZQUIERDADERECHACENTRO9.111.901.681.631.071.6213.379.851.902.151.690.872.0413.256.044.532.182.610.872.0313.136.064.712.201.591.7713.022.674.652.221.6512.902.814.474.521.6912.781.544.552.0710.8634.901.534.532.0434.901.524.522.02158.521.514.502.011.991.504.481.992.211.494.461.972.181.484.481.952.141.474.511.882.111.464.531.862.071.444.501.842.041.434.341.822.001.424.671.852.041.414.711.832.002.514.731.711.902.415.491.731.842.544.751.581.852.664.761.691.864.314.771.681.834.444.781.671.753.814.791.651.774.594.801.641.704.294.811.631.674.644.821.621.64221.381.612.9999.87

MBD0002F263.unknown

MBD001C7B73.unknown

MBD001C47DB.unknown