Metrado Relleno

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RESUMEN RESUMEN DE METRADOS DEL NUEVO EXPEDIENTEPROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU

ItemDescripcionUnidadTOTAL

02ESTRUCTURAS02.01MOVIMIENTO DE TIERRAS02.01.01EXCAVACION MASIVA C/ MAQUINARIAm377,457.2802.01.02EXACAVACION DE ZANJAS Y ZAPATASm31,374.6702.01.03RELLENO COMPACTADO C/EQUIPO MAT/PROPIOm311,069.4202.01.04NIVELACION INTERIOR Y APISONADO C/MATERIAL DE PRESTAMO (AFIRMADO)m28,189.7902.01.05ELIMININACION DE MATERIAL EXCEDENTE C/MAQUINARIAm377,660.4202.02OBRAS DE CONCRETO SIMPLE02.02.01SUB CIMIENTOS Y SOLADOS02.02.01.01SUBCIMIENTO / SUBZAPATA, MEZCLA 1:12+30%PGm379.1802.02.01.02SOLADO DE CONCRETO E= 4" MEZCLA C:H 1:1O fc=100 kg/cm2m23,234.6102.02.02CIMIENTOS 02.02.02.01CIMIENTO CORRIDOS 1:10 + 30% P.Gm3203.6702.02.03SOBRECIMIENTOS02.02.03.01SOBRECIMIENTO CONCRETO C:H 1:8 +25% P.Mm325.1902.02.03.02SOBRECIMIENTO ENCOFRADO Y DESENCOFRADOm2313.9202.02.04FALSO PISO02.02.04.01FALSO PISO C:H 1:8 E = 10 cmm2730.4602.03OBRAS DE CONCRETO ARMADO02.03.01ZAPATAS02.03.01.01CONCRETO EN ZAPATAS F`C = 280 KG/CM2 m3329.5102.03.01.02ZAPATAS ACERO DE REFUERZO Fy=4200 kg/cm2kg16,330.2402.03.02VIGAS DE CIMENTACION02.03.02.01VIGAS DE CIMENTACION CONCRETO F`C = 280 KG/CM2 m3161.6002.03.02.02VIGAS DE CIMENTACION ENCOFRADO Y DESENCOFRADO m2879.4602.03.02.03VIGAS DE CIMENTACION ACERO DE REFUERZO Fy=4200 kg/cm2kg16,368.8202.03.03COLUMNAS02.03.03.01COLUMNAS CONCRETO F`C = 280 KG/CM2 m3472.8602.03.03.03COLUMNAS ENCOFRADO Y DESENCOFRADO m24,285.3902.03.03.05COLUMNAS - ACERO DE REFUERZO Fy=4200 kg/cm2kg120,900.8002.03.04PLACAS02.03.04.01PLACAS CONCRETO F`C = 280 KG/CM2 m32,179.4402.03.04.02PLACAS ENCOFRADO Y DESENCOFRADO m218,347.9102.03.04.03PLACAS ACERO DE REFUERZO Fy=4200 kg/cm2kg308,187.8102.03.05MUROS DE CONTENCION02.03.05.01MUROS DE CONTENCION CONCRETO F`C = 280 KG/CM2 m33,329.8502.03.05.02MUROS DE CONTENCION ENCOFRADO Y DESENCOFRADO m27,155.4902.03.05.03MUROS DE CONTENCION ACERO DE REFUERZO Fy=4200 kg/cm2kg274,836.8702.03.06VIGAS02.03.06.01VIGAS CONCRETO F`C = 280 KG/CM2 m31,576.4302.03.06.03VIGAS ENCOFRADO Y DESENCOFRADO m29,318.2402.03.06.05VIGAS ACERO DE REFUERZO Fy=4200 kg/cm2kg216,513.1502.03.07LOSAS MACIZAS02.03.07.01LOSAS MACIZAS CONCRETO F`C = 280 KG/CM2 m3722.9602.03.07.02LOSAS MACIZAS ENCOFRADO Y DESENCOFRADO m24,175.4402.03.07.03LOSAS MACIZAS ACERO DE REFUERZO Fy=4200 kg/cm2kg61,351.1802.03.08LOSAS ALIGERADAS EN UN SENTIDO02.03.08.01LOSAS ALIGERADA CONCRETO F`C = 210 KG/CM2 m3147.6702.03.08.02LOSAS ALIGERADA ENCOFRADO Y DESENCOFRADO m21,330.8102.03.08.03LOSA ALIGERADA ACERO DE REFUERZO Fy=4200 kg/cm2kg9,680.4502.03.08.04LOSA ALIGERADA LADRILLO HUECO 15 x 30 x 30 cm.und11,311.8702.03.09LOSAS ALIGERADAS EN DOS SENTIDOS02.03.09.01LOSAS ALIGERADA CONCRETO F`C = 210 KG/CM2 m31,903.4702.03.09.02LOSAS ALIGERADA ENCOFRADO Y DESENCOFRADO m213,210.6402.03.09.03LOSA ALIGERADA ACERO DE REFUERZO Fy=4200 kg/cm2kg259,167.7202.03.09.04LOSA ALIGERADA LADRILLO HUECO 20 x 30 x 30 cm.und85,869.1602.03.12POZOS SUMIDEROS02.03.12.01POZOS SUMIDEROS CONCRETO F`C = 210 KG/CM2 m3154.3902.03.12.02POZOS SUMIDEROS ENCOFRADO Y DESENCOFRADO m2880.4602.03.12.03POZOS SUMIDEROS ACERO DE REFUERZO Fy=4200 kg/cm2kg11,271.8802.03.13DUCTO DE COCINA02.03.13.01DUCTO DE COCINA CONCRETO F`C = 210 KG/CM2 m349.7402.03.13.02DUCTO DE COCINA ENCOFRADO Y DESENCOFRADO m2183.5002.03.13.03DUCTO DE COCINA ACERO DE REFUERZO Fy=4200 kg/cm2kg2,678.69PARTIDAS ADICIONALES

MOVIMIENTO DE TIERRANIVELACION Y COMPACTACION DE PLATEAm24,664.40OBRAS DE CONCRETO SIMPLESOLADO DE PLATEASOLADO DE CONCRETO E= 4" F'C=100KG/CM2m24,528.12PLATEA CONCRETO PLATEA DE CIMENTACIN FC= 280 KG/CM2m32,376.99ENCOFRADO Y DESENCOFRADO DE PLATEA DE CIMENTACIN.m2302.83ACERO CORRUGADO PARA PLATEA DE CIMENTACIN FY=4200 Kg/cm2kg217,342.95PEDESTALESCONCRETO PEDESTALES FC= 280 KG/CM2m3117.54ENCOFRADO Y DESENCOFRADO DE PEDESTALESm2210.36ACERO CORRUGADO PEDESTALES FY=4200 Kg/cm2.kg9,369.40POLIESTIRENO EXPANDIDO EN PLATEARELLENO CON POLIESTIRENO EXPANDIDOm32,424.72PISO CON MALLA ELECTROSOLDADACONCRETO PARA PISO REFORZADO FC=210 Kg/cm2m31,154.82ENCOFRADO Y DESENCOFRADO PARA PISO REFORZADOm2306.19MALLA ELECTROSOLDADAm28,798.63CALZADURASMOVIMIENTO DE TIERRAS EXCAVACION NICHO DE CALZADURAS H=0.60, B=0.50 MTm322.50ELIMINACION DE MATERIAL EXCEDENTE C/MAQUINA INCLUYE ACARREO MANUALm329.25OBRAS DE CONCRETO SIMPLECONCRETO MEZCLA 1:8 CEMENTO -HORMIGON+30%PMm322.50ENCOFRADO Y DESENCOFRADO CALZADURASm245.00PICADO DE CACHIMBAS DE CONCRETOml45.00APUNTALAMIENTO DE MURO DE ADOBEAPUNTALAMIENTO MURO DE ADOBEml45.00 COBERTURA METALICATIJERAL V-01 (BRIDAS TC 75x75x4.5mm) H = 0.45 mlml902.41TIJERAL V-02 (BRIDAS TC 75x75x4.5mm) H = 0.45 mlml244.85TIJERAL VA (TC 75x75xx3mm) H = 0.45 mlml572.71TIJERAL V-03 (BRIDAS TC 100x100x4.5mm) H = 0.45 mlml14.61TIJERAL V-04 (BRIDAS TC 100x100x4.5mm) H = 0.45 mlml430.80ARRIOSTRE DE VIGUETAS TC 50x50x3mmml1,748.87TENSOR 5/8"ml877.81COBERTURA CON LAMINA CALAMINON TLm27,222.29COLUMNAS METALICAS CM DE 6"x6"x4.5mmml615.52CORREA C10"x3"x4.5ml6,139.76CORREA C6."x3"x4.5ml563.26SEGMENTOS DE APOYO C4"x2"x3mmund1,377.00VIGUETA TIPICA TC 75x75x4.5mmml53.58UNION COLUMNA VIGA TIPO Iund12.00UNION COLUMNA VIGA TIPO IIund79.00UNION COLUMNA VIGA TIPO IIIund4.00UNION COLUMNA VIGA TIPO IVund17.00TAPA PL 4.5und369.00ANCLAJE COLUMNAS METALICAS DE 5/8"x10"und369.00ANCLAJE COLUMNAS CM -TIJERAL PL 6"x6"x8mm und386.00ANCLAJE COLUMNAS CM -TIJERAL PL 125x100x8mm und302.00

COMPARATIVO

RESUMEN DE METRADOS DEL NUEVO EXPEDIENTEPROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU

ItemDescripcionUnidadMODIFICADOCONTRAACTUALADICIONALDEDUCTIVO

02ESTRUCTURAS02.01MOVIMIENTO DE TIERRAS02.01.01EXCAVACION MASIVA C/ MAQUINARIAm377,457.2861089.6116,367.6702.01.02EXACAVACION DE ZANJAS Y ZAPATASm31,374.672457.211,082.5402.01.03RELLENO COMPACTADO C/EQUIPO MAT/PROPIOm311,069.421382.869,686.5602.01.04NIVELACION INTERIOR Y APISONADO C/MATERIAL DE PRESTAMO (AFIRMADO)m28,189.795543.002,646.7902.01.05ELIMININACION DE MATERIAL EXCEDENTE C/MAQUINARIAm377,660.4268518.649,141.7802.02OBRAS DE CONCRETO SIMPLE02.02.01SUB CIMIENTOS Y SOLADOS02.02.01.01SUBCIMIENTO / SUBZAPATA, MEZCLA 1:12+30%PGm379.1865.0014.1802.02.01.02SOLADO DE CONCRETO E= 4" MEZCLA C:H 1:1O fc=100 kg/cm2m23,234.614505.811,271.2002.02.02CIMIENTOS 02.02.02.01CIMIENTO CORRIDOS 1:10 + 30% P.Gm3203.67858.88655.2102.02.03SOBRECIMIENTOS02.02.03.01SOBRECIMIENTO CONCRETO C:H 1:8 +25% P.Mm325.1963.9638.7702.02.03.02SOBRECIMIENTO ENCOFRADO Y DESENCOFRADOm2313.92835.73521.8102.02.04FALSO PISO02.02.04.01FALSO PISO C:H 1:8 E = 10 cmm2730.465543.004,812.5402.03OBRAS DE CONCRETO ARMADO02.03.01ZAPATAS02.03.01.01CONCRETO EN ZAPATAS F`C = 280 KG/CM2 m3329.51967.28637.7702.03.01.02ZAPATAS ACERO DE REFUERZO Fy=4200 kg/cm2kg16,330.2446892.1430,561.9002.03.02VIGAS DE CIMENTACION02.03.02.01VIGAS DE CIMENTACION CONCRETO F`C = 280 KG/CM2 m3161.60331.06169.4602.03.02.02VIGAS DE CIMENTACION ENCOFRADO Y DESENCOFRADO m2879.461891.781,012.3202.03.02.03VIGAS DE CIMENTACION ACERO DE REFUERZO Fy=4200 kg/cm2kg16,368.8233249.5416,880.7202.03.03COLUMNAS02.03.03.01COLUMNAS CONCRETO F`C = 280 KG/CM2 m3472.86284.50188.3702.03.03.03COLUMNAS ENCOFRADO Y DESENCOFRADO m24,285.393001.451,283.9402.03.03.05COLUMNAS - ACERO DE REFUERZO Fy=4200 kg/cm2kg120,900.8060235.7660,665.0402.03.04PLACAS02.03.04.01PLACAS CONCRETO F`C = 280 KG/CM2 m32,179.441920.33259.1102.03.04.02PLACAS ENCOFRADO Y DESENCOFRADO m218,347.9117526.41821.5002.03.04.03PLACAS ACERO DE REFUERZO Fy=4200 kg/cm2kg308,187.81263622.6444,565.1702.03.05MUROS DE CONTENCION02.03.05.01MUROS DE CONTENCION CONCRETO F`C = 280 KG/CM2 m33,329.852451.52878.3302.03.05.02MUROS DE CONTENCION ENCOFRADO Y DESENCOFRADO m27,155.496993.91161.5802.03.05.03MUROS DE CONTENCION ACERO DE REFUERZO Fy=4200 kg/cm2kg274,836.87196121.8478,715.0302.03.06VIGAS02.03.06.01VIGAS CONCRETO F`C = 280 KG/CM2 m31,576.431243.85332.5802.03.06.03VIGAS ENCOFRADO Y DESENCOFRADO m29,318.247332.601,985.6402.03.06.05VIGAS ACERO DE REFUERZO Fy=4200 kg/cm2kg216,513.15149137.0967,376.0602.03.07LOSAS MACIZAS02.03.07.01LOSAS MACIZAS CONCRETO F`C = 280 KG/CM2 m3722.96497.34225.6202.03.07.02LOSAS MACIZAS ENCOFRADO Y DESENCOFRADO m24,175.442161.312,014.1302.03.07.03LOSAS MACIZAS ACERO DE REFUERZO Fy=4200 kg/cm2kg61,351.1839978.2221,372.9602.03.08LOSAS ALIGERADAS EN UN SENTIDO02.03.08.01LOSAS ALIGERADA CONCRETO F`C = 210 KG/CM2 m3147.67133.6014.0702.03.08.02LOSAS ALIGERADA ENCOFRADO Y DESENCOFRADO m21,330.811260.4370.3802.03.08.03LOSA ALIGERADA ACERO DE REFUERZO Fy=4200 kg/cm2kg9,680.458540.611,139.8402.03.08.04LOSA ALIGERADA LADRILLO HUECO 15 x 30 x 30 cm.und11,311.8710713.64598.2302.03.09LOSAS ALIGERADAS EN DOS SENTIDOS02.03.09.01LOSAS ALIGERADA CONCRETO F`C = 210 KG/CM2 m31,903.471638.96264.5002.03.09.02LOSAS ALIGERADA ENCOFRADO Y DESENCOFRADO m213,210.6411611.671,598.9702.03.09.03LOSA ALIGERADA ACERO DE REFUERZO Fy=4200 kg/cm2kg259,167.72219117.2040,050.5202.03.09.04LOSA ALIGERADA LADRILLO HUECO 20 x 30 x 30 cm.und85,869.1675475.8210,393.3402.03.12POZOS SUMIDEROS02.03.12.01POZOS SUMIDEROS CONCRETO F`C = 210 KG/CM2 m3154.39144.699.7002.03.12.02POZOS SUMIDEROS ENCOFRADO Y DESENCOFRADO m2880.46858.3722.0802.03.12.03POZOS SUMIDEROS ACERO DE REFUERZO Fy=4200 kg/cm2kg11,271.8810643.66628.2202.03.13DUCTO DE COCINA02.03.13.01DUCTO DE COCINA CONCRETO F`C = 210 KG/CM2 m349.7429.6120.1302.03.13.02DUCTO DE COCINA ENCOFRADO Y DESENCOFRADO m2183.50176.467.0402.03.13.03DUCTO DE COCINA ACERO DE REFUERZO Fy=4200 kg/cm2kg2,678.692330.97347.72PARTIDAS ADICIONALES

MOVIMIENTO DE TIERRANIVELACION Y COMPACTACION DE PLATEAm24,664.40OBRAS DE CONCRETO SIMPLESOLADO DE PLATEASOLADO DE CONCRETO E= 4" F'C=100KG/CM2m24,528.12PLATEA CONCRETO PLATEA DE CIMENTACIN FC= 280 KG/CM2m32,376.99ENCOFRADO Y DESENCOFRADO DE PLATEA DE CIMENTACIN.m2302.83ACERO CORRUGADO PARA PLATEA DE CIMENTACIN FY=4200 Kg/cm2kg217,342.95PEDESTALESCONCRETO PEDESTALES FC= 280 KG/CM2m3117.54ENCOFRADO Y DESENCOFRADO DE PEDESTALESm2210.36ACERO CORRUGADO PEDESTALES FY=4200 Kg/cm2.kg9,369.40POLIESTIRENO EXPANDIDO EN PLATEARELLENO CON POLIESTIRENO EXPANDIDOm32,424.72PISO CON MALLA ELECTROSOLDADACONCRETO PARA PISO REFORZADO FC=210 Kg/cm2m31,154.82ENCOFRADO Y DESENCOFRADO PARA PISO REFORZADOm2306.19MALLA ELECTROSOLDADAm28,798.63CALZADURASMOVIMIENTO DE TIERRAS EXCAVACION NICHO DE CALZADURAS H=0.60, B=0.50 MTm322.50ELIMINACION DE MATERIAL EXCEDENTE C/MAQUINA INCLUYE ACARREO MANUALm329.25OBRAS DE CONCRETO SIMPLECONCRETO MEZCLA 1:8 CEMENTO -HORMIGON+30%PMm322.50ENCOFRADO Y DESENCOFRADO CALZADURASm245.00PICADO DE CACHIMBAS DE CONCRETOml45.00APUNTALAMIENTO DE MURO DE ADOBEAPUNTALAMIENTO MURO DE ADOBEml45.00 COBERTURA METALICATIJERAL V-01 (BRIDAS TC 75x75x4.5mm) H = 0.45 mlml902.41TIJERAL V-02 (BRIDAS TC 75x75x4.5mm) H = 0.45 mlml244.85TIJERAL VA (TC 75x75xx3mm) H = 0.45 mlml572.71TIJERAL V-03 (BRIDAS TC 100x100x4.5mm) H = 0.45 mlml14.61TIJERAL V-04 (BRIDAS TC 100x100x4.5mm) H = 0.45 mlml430.80ARRIOSTRE DE VIGUETAS TC 50x50x3mmml1,748.87TENSOR 5/8"ml877.81COBERTURA CON LAMINA CALAMINON TLm27,222.29COLUMNAS METALICAS CM DE 6"x6"x4.5mmml615.52CORREA C10"x3"x4.5ml6,139.76CORREA C6."x3"x4.5ml563.26SEGMENTOS DE APOYO C4"x2"x3mmund1,377.00VIGUETA TIPICA TC 75x75x4.5mmml53.58UNION COLUMNA VIGA TIPO Iund12.00UNION COLUMNA VIGA TIPO IIund79.00UNION COLUMNA VIGA TIPO IIIund4.00UNION COLUMNA VIGA TIPO IVund17.00TAPA PL 4.5und369.00ANCLAJE COLUMNAS METALICAS DE 5/8"x10"und369.00ANCLAJE COLUMNAS CM -TIJERAL PL 6"x6"x8mm und386.00ANCLAJE COLUMNAS CM -TIJERAL PL 125x100x8mm und302.00

MOVIMIENTO DE TIERRAHOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU

02ESTRUCTURAS02.01MOVIMIENTO DE TIERRASDescripcinVOLUMENNDimensionesPart.Und.Nro Vec.AreaAnchoAlturaParcialTotal

02.01.01EXCAVACION MASIVA C/ MAQUINARIAPARA PLATAFORMASCORTE HASTA NIVEL -0.30m314,366.54CORTE HASTA NIVEL +0.80m3113,136.11CORTE HASTA NIVEL +1.00m315,931.20HASTA EL NIVEL - 3.30 EN SOTANOm317,750.004.3033,325.0056,758.84

PARA PLATEA DE CIMENTACIONCORTE PARA PLATEA HASTA NIVEL -4.50m314,664.401.205,597.28CORTE PARA ENCOFRADO PLATEA DE 1mm31423.601.20508.32CORTE PARA ASCENSORES Y MONT. HASTA NIVEL -5.00m3156.320.5028.16CORTE PARA DUCTO COCINA HASTA NIVEL -6.05m3133.081.5551.276,185.03PARA SUBCIMIENTOSUB CIMIENTO COLINDANTE A CISTERNAm3area=50.800.7035.5635.56

PARA BASE MUROS DE CONTENCIONM1 ENTRE EJE 30-31LongitudAnchoAlturaBASEm3132.355.008.701407.23m3132.353.501.35152.85TALONm3132.350.701.2027.17M2 ENTRE EJE 30-31LAHBASEm3118.625.008.70809.97m3118.623.501.3587.98TALONm3118.620.701.2015.64M3" ENTRE EJE 30-31LAHBASEm318.304.708.00312.08m318.302.801.3531.37TALONm318.300.701.005.81M3 ENTRE EJE G-HLAHBASEm3112.554.708.00471.88m3112.552.801.3547.44TALONm3112.550.701.008.79M4 ENTRE EJE G-HLAHBASEm315.304.708.00199.28m315.302.801.3520.03TALONm315.300.701.003.71M5 EJE 27 ENTRE EJE G-HLAHBASEm317.700.707.7541.77M6 EJE 27ENTRE EJE G-HLAHBASEm315.750.607.6526.39M-7' EN EJE 24 ENTRE I & JBASEm316.003.607.90170.64M-12 EN EJE B ENTRE EJES 7-8BASEm318.285.301.3057.05M-13 EN EJE 7 ENTRE EJES A-B BASEm315.503.601.3025.74M-14A ENTRE EJES A-B y 3-4BASEm3112.053.803.95180.87M-14A EN EJE 4 ENTRE EJES A-B BASEm310.751.653.954.89M-14 EN EJE A ENTRE EJES 4-7 BASEm3119.953.301.3085.59M-15 EN INGRESOBASE EN SOTANOm3121.902.351.3066.90M-16 EN EJE A - ENTRADA
User: El nivel esta a -3.30 para realizar excavacin este muro esta a -1.50 Considerandose a asi cero deexcavacinBASEm3130.177.202.55553.92TALONm3130.170.500.8012.07M-17 EN EJE A en 3-5BASEm3119.326.754.45580.32TALONm3119.320.601.0011.59M 18 EN EJE A en 6 y 8BASEm3118.959.534.65839.32TALONm3118.950.801.4021.22M-19 EN EJE A en 8 y 12BASEm3128.435.401.35207.25TALONm3128.431.001.6045.49M-20 EN EJE A en 13 y 17BASEm3128.435.901.35226.44TALONm3128.431.202.0068.23M-21 EN EJE A en 17 y 23BASEm3137.906.801.35347.92TALONm3137.901.202.20100.06M-22 EN EJE A en 24 y 29BASEm3134.257.801.35360.65TALONm3134.251.402.60124.677,760.25

PARA TALUD DE CORTE EN MUROS DE CONTENCIONM1 ENTRE EJE 30-31LTALUD DE CORTEm3area=14.8232.35479.51M2 ENTRE EJE 30-31LTALUD DE CORTEm3area=14.8218.62275.99M3" ENTRE EJE 30-31LTALUD DE CORTEm3area=12.258.30101.68M3 ENTRE EJE 30-31LTALUD DE CORTEm3area=12.2512.55153.74M4 ENTRE EJE G-HLTALUD DE CORTEm3area=12.255.3064.93M5 EJE 27 ENTRE EJE G-HLTALUD DE CORTEm3area=19.487.70149.96M6 EJE 27 ENTRE EJE G-HLTALUD DE CORTEm3area=19.485.75111.98M-7 EN EJE I ENTRE 25-27TALUD DE CORTEm3area=19.2513.05251.21M-10 EN EJE F ENTRE EJES 8-12TALUD DE CORTEm3area=15.0029.10436.50M-10 EN EJE 12 ENTRE EJES F-GTALUD DE CORTEm3area=15.007.20108.00M-10 EN EJE G ENTRE EJES 13-14TALUD DE CORTEm3area=15.003.6054.00M-10 ENTRE EJES F-G y 13-14TALUD DE CORTEm3area=15.007.20108.00M-10 EN EJE H ENTRE 13-15TALUD DE CORTEm3area=15.0010.70160.50M-10 EN EJE H ENTRE 17-18TALUD DE CORTEm3area=15.007.10106.50M-10 EN EJE 18 ENTRE H-GTALUD DE CORTEm3area=15.004.6569.75M-10 ENTRE EJES H-G y 18-22TALUD DE CORTEm3area=15.0016.25243.75M-10 EN EJE 22 ENTRE H-GTALUD DE CORTEm3area=15.004.6569.75M-10 EN EJE H ENTRE 22-23TALUD DE CORTEm3area=15.007.45111.75M-13 EN EJE 7 ENTRE EJES A-B TALUD DE CORTEm3area=4.955.5027.23M-14A ENTRE EJES A-B y 3-4TALUD DE CORTEm3area=3.9012.0547.00M-14A EN EJE 4 ENTRE EJES A-B TALUD DE CORTEm3area=3.900.752.93M-14 EN EJE A ENTRE EJES 4-7 TALUD DE CORTEm3area=3.9019.9577.82M-15 EN INGRESOTALUD DE CORTEm3area=1.5021.9032.86M-16 EN EJE A - ENTRADATALUD DE CORTEm3area=3.7330.17112.552.35M-17 EN EJE A en 3-5TALUD DE CORTEm3area=6.8419.32132.153.6M 18 EN EJE A en 6 y 8TALUD DE CORTEm3area=9.8918.95187.424.6M-19 EN EJE A en 8 y 12TALUD DE CORTEm3area=11.9628.43340.025.2M-20 EN EJE A en 13 y 17TALUD DE CORTEm3area=14.2128.43403.995.8M-21 EN EJE A en 17 y 23TALUD DE CORTEm3area=16.6437.90630.666.4M-22 EN EJE A en 24 y 29TALUD DE CORTEm3area=19.2534.25659.315,711.4473836.75

PARA CISTERNASCISTERNAS SECTOR DCIMENTACIONlargoanchoEJE Lm3115.704.701.0073.79m3123.005.501.00126.50CISTERNA TRASCIEGOAream3145.901.0045.90CISTERNA AGUA DE LLUVIAAream3126.404.65122.76368.95PARA POZOS SUMIDEROSPOZO DE AGUAS GRISES 1m3AreaBASEm316.173.1519.45CASETABASEm311.551.700.701.84POZO DE AGUAS GRISES 2AreaBASEm316.172.0312.53CASETABASEm311.551.700.701.84POZO DE AGUAS NEGRAS 1AreaBASEm316.173.1519.45CASETABASEm311.551.700.701.84POZO DE AGUAS NEGRAS 2AreaBASEm3111.373.0334.46CASETABASEm311.551.700.701.84POZO DE AGUA DE LLUVIAS 1AreaBASEm3136.413.60131.09CASETABASEm311.551.700.701.84POZO DE AGUA DE LLUVIAS 2-3-4AreaBASEm3318.143.01163.84CASETABASEm331.551.700.705.53395.57PLACAS ESCALERA 7ZAPATAm318.607.151.65101.46101.46PARA PLANTA DE TRATAMIENTOAream3165.202.15140.18140.18

TOTALESM377,457.28

DescripcinVOLUMENNDimensionesPart.Und.Nro Vec.LongitudAnchoAlturaParcialTotal

02.01.02EXCAVACION DE ZANJAS Y ZAPATASPARA CIMIENTOS CORRIDOSSECTOR CENTRE EJES G-H/25-25m3114.200.501.309.23ENTRE EJES G-H/25-26m3120.280.501.3013.1822.41SECTOR DENTRE EJES I - J / 25-28m3153.040.801.5063.6563.65SECTOR EENTRE EJES D - E /28 - 30m3152.600.501.3025.35m3123.220.501.3015.09ENTRE EJES E-F /28 - 30m3132.600.501.3021.97m3117.990.501.3011.6974.11SECTOR FENTRE EJES A-A / 28-29m3126.030.501.3016.92ENTRE EJES A-A / 29-30m3111.480.501.307.46ENTRE EJES A-A / 28-29m3114.240.501.309.26ENTRE EJES A-B / 28-30m3114.780.501.309.61ENTRE EJES 30 /AB- Cm317.750.501.305.04ENTRE EJES Cm315.700.501.303.7151.99CASETAS DE CONTROLCASETA 1m3119.970.501.3012.98CASETA 2m3118.140.501.3011.79CASETA 3m3117.910.501.3011.64CASETA 4m3117.910.501.3011.64CASETA CONTRO PLANTA TRATAMIENTOm322.850.501.303.71m324.850.501.306.31m3117.910.501.3011.6469.71

PARA ZAPATASSECTOR A

LA-5m3111.703.101.3047.15m314.351.801.3010.18Z-A7m312.957.551.3028.95ZA-14m313.505.301.3024.12Z-1m3161.201.201.3029.95Z-2m361.401.401.3015.29Z-3m331.601.601.309.98Z-4m321.201.851.305.77Z-5m311.401.701.303.09Z-6m321.701.701.307.51Z-7m341.851.851.3017.80Z-8m331.001.001.303.90Z-9m312.002.001.305.20Z-10m331.503.001.3017.55Z-11m311.503.251.306.34Z-12m311.503.401.306.63Z-13m321.203.001.309.36Z-14m311.303.001.305.07Z-15m311.603.501.307.28Z-17m311.802.101.304.91Z-18m311.103.301.304.72m311.102.851.304.08ZAPATA ASCENSOR SECTOR AZAPATAm314.003.901.3020.28295.12SECTOR B 1 y B4I-10 (ZB7)m314.703.301.3020.16I-22 (ZB14)m314.703.001.3018.33Z-19m311.503.001.305.85Z-20m332.502.501.3024.38Z-20"m322.902.501.3018.85Z-22m342.302.301.3027.51Z-27m322.523.301.3021.62Z-28m3122.202.201.3075.50Z-33m311.504.001.307.80Z-33"m311.604.151.308.63ZAPATA ESCALERA 7ZAPATAm318.607.151.3079.94309

SECTOR CZ-01m351.001.001.507.507.50SECTOR DEje 25'-26' en I-Jm340.641.001.503.843.84SECTOR EZ-1Em3241.001.001.3031.2031.20SECTOR FZ-1Fm311.151.301.301.94Z-2Fm311.551.251.302.52Z-3Fm321.201.401.304.37Z-4Fm311.151.401.302.09Z-5Fm311.551.201.302.42Z-6Fm311.651.101.302.36Z-7Fm311.201.501.302.34Z-8Fm321.601.151.304.78Z-9Fm311.252.751.304.47Z-10Fm311.552.351.304.7432.03

PARA VIGAS DE CIMENTACIONSECTOR AVC-101 PRIMER PISOEJES HORIZONTALESEJE Bm314.003.900.7010.92m316.600.350.701.62EJE Cm336.850.350.705.03m316.600.350.701.62EJE Dm336.850.350.705.03m314.700.350.701.15ENTRE EJES D y Em316.850.350.701.68EJE Em322.850.350.701.40m326.900.350.703.38m322.850.350.701.40EJE Fm336.850.350.705.03EJE Gm315.200.350.701.27m316.850.350.701.68m314.400.350.701.08EJE Hm326.600.350.703.23m316.300.350.701.54ENTRE EJES H y Im327.300.350.703.58EJES VERTICALESEJE 3m313.000.350.700.74m316.900.350.701.69m314.200.350.701.03m313.300.350.700.81EJE 4m311.300.350.700.32m316.900.350.701.69m314.650.350.701.14m313.300.350.700.81m312.950.350.700.72m3m315.400.350.701.32m316.200.350.701.52m316.350.350.701.56m316.600.350.701.62

EJE 5m315.400.350.701.32m316.600.350.701.62m316.900.350.701.69m315.300.350.701.30m3m316.600.350.701.62m316.900.350.701.69m316.900.350.701.69m314.200.350.701.03

EJE 6m315.400.350.701.32m316.600.350.701.62m314.050.350.700.99m316.250.350.701.53

m316.600.350.701.62m316.550.350.701.60m316.900.350.701.69m311.880.350.700.46

EJE 6m316.600.350.701.62m315.250.350.701.29m313.600.350.700.88m3m314.950.350.701.21m316.550.350.701.60m314.500.350.701.10AUDITORIUMVC-101 PRIMER PISOEJES HORIZONTALESEJE Fm322.850.350.701.40m316.900.350.701.69EJE Hm322.900.350.701.42m316.900.350.701.69m313.100.350.700.76ENTRE EJES I y Jm316.850.350.701.68m316.550.350.701.60m313.750.350.700.92

m313.750.350.700.92EJES VERTICALESEJE 1m326.900.350.703.38m3m316.000.350.701.47m313.500.350.700.86

EJE 2m316.000.350.701.47m312.600.350.700.64EJE 3m316.900.350.701.69ENTRE EJES 3 y 4m326.900.350.703.38EJE 4m316.600.350.701.62122.68SECTOR B1 y B4VC-101 PRIMER PISOEJES HORIZONTALESEJE Gm326.900.350.703.38m3m316.550.350.701.60m316.900.350.701.69EJE Hm310.800.350.700.20m313.850.350.700.94m316.600.350.701.62

m315.150.350.701.26m315.200.350.701.27m30.700.00m312.850.350.700.70

m316.100.350.701.49

m325.200.350.702.55EJE Im326.900.350.703.38m314.350.350.701.07m316.300.350.701.54m316.600.350.701.62

m326.900.350.703.38m314.350.350.701.07m316.300.350.701.54m316.600.350.701.62EJES VERTICALESEJE 8m316.200.350.701.52m314.700.350.701.15EJE 9m326.600.350.703.23EJE 10m316.900.350.701.69m316.600.350.701.62m315.050.350.701.24EJE 10'm316.900.350.701.69m316.600.350.701.62EJE 11m312.250.350.700.55m316.600.350.701.62m315.050.350.701.24EJE 12m316.600.350.701.62m315.350.350.701.31EJE 13m316.000.350.701.47EJE 14m315.050.350.701.24EJE 18m316.000.350.701.47EJE 20m315.350.350.701.31m315.050.350.701.24EJE 21m315.350.350.701.31m315.050.350.701.24EJE 22m316.000.350.701.4762.76

TOTALESM31,374.67

DescripcinVOLUMENNDimensionesPart.Und.Nro Vec.AreaAnchoAlturaParcialTotal

02.01.03RELLENO COMPACTADO C/EQUIPO MAT/PROPIOPARA PLATAFORMA BLOQUE A NIVEL +0.70BLOQ. Am311,689.900.2337.98337.98RELLENO PLATEAAREA DE PLATEA MENOS ASC .Y RADIOTERAPIA(H=0.60m) m314,419.660.52,209.834,419.66AREA DE ,DUCTOS Y SUMIDEROS Area Negativa (H=0.60m.)

Sumidero 1m3157.38-0.5-28.694,253.29Sumidero 2m3121.16-0.5-10.58Sumidero 3m3154.75-0.5-27.38Ducto de cocinam3133.08-0.5-16.54PEDESTALES-111.942,014.70

RELLENO A 1 M DE LA PLATEABLOQ. B2,B3,B5m31423.601.20508.32508.32

PARA CIMIENTOS CORRIDOSSECTOR CENTRE EJES G-H/25-25m3114.200.350.200.99ENTRE EJES G-H/25-26m3120.280.350.201.422.41SECTOR DENTRE EJES I - J / 25-28m3135.200.800.9025.3425.34SECTOR EENTRE EJES D - E /28 - 30m3152.600.350.202.73m3123.220.350.201.63ENTRE EJES E-F /28 - 30m3132.600.350.202.37m3117.990.350.201.267.98SECTOR FZ-1Fm311.151.300.901.35Z-2Fm311.551.250.901.74Z-3Fm321.201.400.903.02Z-4Fm311.151.400.901.45Z-5Fm311.551.200.901.67Z-6Fm311.651.100.901.63Z-7Fm311.201.500.901.62Z-8Fm321.601.150.903.31Z-9Fm311.252.750.903.09Z-10Fm31S2.350.902.1221.01CASETAS DE CONTROLCASETA 1m3119.970.350.201.40CASETA 2m3118.140.350.201.27CASETA 3m3117.910.350.201.25CASETA 4m3117.910.350.201.25CASETA CONTRO PLANTA TRATAMIENTOm322.850.500.200.57m324.850.500.200.976.72PARA MURO DE CONTENCIONLAHM1TALUD DE RELLENOm3132.356.237.501510.34M2TALUD DE RELLENOm3118.626.237.50869.32M3"TALUD DE RELLENOm318.305.756.80324.53M3"TALUD DE RELLENOm3112.555.756.80490.71M4TALUD DE RELLENOm315.305.756.80207.23M5TALUD DE RELLENOm317.702.766.85145.71M6TALUD DE RELLENOm315.752.766.85108.81

M-7 EN EJE I ENTRE 25-27TALUD DE RELLENOm3area=19.2513.05251.21M-10 EN EJE F ENTRE EJES 8-12TALUD DE RELLENOm3area=12.5029.10363.75M-10 EN EJE 12 ENTRE EJES F-GTALUD DE RELLENOm3area=12.507.2090.00M-10 EN EJE G ENTRE EJES 13-14TALUD DE RELLENOm3area=12.503.6045.00M-10 ENTRE EJES F-G y 13-14TALUD DE RELLENOm3area=12.507.2090.00M-10 EN EJE H ENTRE 13-15TALUD DE RELLENOm3area=12.5010.70133.75M-10 EN EJE H ENTRE 17-18TALUD DE RELLENOm3area=12.507.1088.75M-10 EN EJE 18 ENTRE H-GTALUD DE RELLENOm3area=12.504.6558.13M-10 ENTRE EJES H-G y 18-22TALUD DE RELLENOm3area=12.5016.25203.13M-10 EN EJE 22 ENTRE H-GTALUD DE RELLENOm3area=12.504.6558.13M-10 EN EJE H ENTRE 22-23TALUD DE RELLENOm3area=12.507.4593.13M-13 EN EJE 7 ENTRE EJES A-B TALUD DE RELLENOm3area=12.765.5070.18M-14A ENTRE EJES A-B y 3-4TALUD DE RELLENOm3area=3.9012.0547.00M-14A EN EJE 4 ENTRE EJES A-B TALUD DE RELLENOm3area=3.900.752.93M-14 EN EJE A ENTRE EJES 4-7 TALUD DE RELLENOm3area=3.9019.9577.82M-15 EN INGRESOTALUD DE RELLENOm3area=1.5021.9032.86M-16 EN EJE A - ENTRADATALUD DE RELLENOm3area=3.7330.17112.552.35M-17 EN EJE A en 3-5TALUD DE RELLENOm3area=6.8419.32132.153.6M 18 EN EJE A en 6 y 8TALUD DE RELLENOm3area=9.8918.95187.424.6M-19 EN EJE A en 8 y 12TALUD DE RELLENOm3area=11.9628.43340.025.2M-20 EN EJE A en 13 y 17TALUD DE RELLENOm3area=14.2128.43403.995.8M-21 EN EJE A en 17 y 23TALUD DE RELLENOm3area=16.6437.90630.666.4M-22 EN EJE A en 24 y 29TALUD DE RELLENOm3area=19.2534.25659.317828.497

ZAPATASSECTOR ALong./ AreaLA-5m3111.703.100.5018.14m314.351.800.503.92Z-A7m312.957.550.5011.14ZA-14m313.505.300.509.28Z-1m3161.201.200.5011.52Z-2m361.401.400.505.88Z-3m331.601.600.503.84Z-4m321.201.850.502.22Z-5m311.401.700.501.19Z-6m321.701.700.502.89Z-7m341.851.850.506.85Z-8m331.001.000.501.50Z-9m312.002.000.502.00Z-10m331.503.000.506.75Z-11m311.503.250.502.44Z-12m311.503.400.502.55Z-13m321.203.000.503.60Z-14m311.303.000.501.95Z-15m311.603.500.502.80Z-17m311.802.100.501.89Z-18m311.103.300.501.82m311.102.850.501.57ZAPATA ASCENSOR SECTOR AZAPATAm314.003.900.5015.60121.31SECTOR B 1 y B4I-10 (ZB7)m314.703.300.507.76I-22 (ZB14)m314.703.000.507.05Z-19m311.503.000.502.25Z-20m332.502.500.509.38Z-20"m322.902.500.507.25Z-22m342.302.300.5010.58Z-27m322.523.300.508.32Z-28m3122.202.200.5029.04Z-33m311.504.000.503.00Z-33"m311.604.150.503.32ZAPATA ESCALERA 7ZAPATAm318.607.150.5030.75119SECTOR Cm3Z-01m351.001.000.804.004.00SECTOR Dm3Eje 25'-26' en I-Jm340.641.000.802.052.05SECTOR Em3Z-1Em3241.001.000.5012.0012.00SECTOR Fm3Z-1Fm3101.051.400.507.35Z-2Fm321.051.800.501.899.24PLACAS ESCALERA 7ZAPATAm318.607.150.8049.1949.19

TOTALESM311,069.42

DescripcinVOLUMENNDimensionesPart.CoeficienteNro Vec.VolumenAlturaParcialTotal4,419.66

02.01.04NIVELACION INTERIOR Y APISONADO C/MATERIAL DE PRESTAMO (AFIRMADO)IDEM FALSO PISOS-57.38BLOQ. C, D,E y FM21730.46730.46-21.16PARA LOSA ARMADA-54.752209.83BLOQ. AM211,689.901689.9-33.08BLOQ. B2, B3, B5M214,236.604,236.60-16.69BLOQ. B1 y B4M211,532.831532.834,236.60-28.69-10.58TOTALESM28,189.79-27.375-16.54DescripcinVOLUMEN-16.69NDimensionesPart.Coef. Esp.Nro Vec.VolumenAlturaParcialTotal

02.01.05ELIM INACION DE MATERIAL EXCEDENTE C/MAQUINARIA

VOLUMEN EXCAVACION MANUALM311,374.671.11,512.13VOLUMEN EXCAVACION MAQUINAM3177,457.281.187,217.71MENOS VOLUMEN DE RELLENOM3111,069.4211,069.42Sub Total77,660.42

TOTALESM377,660.42

DescripcinVOLUMENNDimensionesPart.CoeficienteNro Vec.VolumenAlturaParcialTotal

NIVELACION Y COMPACTACION DE PLATEA

AREA PLATEAM214,664.404664.4

TOTALESM24,664.40

&P de &N

CORTE TERRENOMOVIMIENTO DE TIERRAS A NIVEL -0.30PROGRESIVADISTANCIAAREA CORTEAREA RELLENOVOLUMEN CORTEVOLUMEN RELLENO0+ 0.000.000.000.000.005.980+ 8.008.000.001.495.808.540+ 16.008.001.450.6431.382.560+ 24.008.006.400.00103.440.000+ 32.008.0019.470.00207.250.000+ 40.008.0032.350.00310.860.000+ 48.008.0045.370.00403.540.000+ 56.008.0055.520.00492.520.000+ 64.008.0067.610.00559.950.000+ 72.008.0072.380.00654.600.000+ 80.008.0091.270.00762.180.000+ 88.008.0099.270.00835.040.000+ 96.008.00109.490.00PARCIAL 14366.5417.07

MOVIMIENTO DE TIERRAS A NIVEL +0.80PROGRESIVADISTANCIAAREA CORTEAREA RELLENOVOLUMEN CORTEVOLUMEN RELLENO

0+ 96.000.0015.050.81149.073.220+ 104.008.0022.220.00214.710.000+ 112.008.0031.460.00286.460.000+ 120.008.0040.160.00361.850.000+ 128.008.0050.310.00437.640.000+ 136.008.0059.100.00529.640.000+ 144.008.0073.310.00629.840.000+ 152.008.0084.150.00802.300.000+ 160.008.00116.420.00984.140.000+ 168.008.00129.610.001089.250.000+ 176.008.00142.700.001159.140.000+ 184.008.00147.090.001116.040.000+ 192.008.00131.930.001088.680.000+ 200.008.00140.250.001158.900.000+ 208.008.00149.480.001141.820.000+ 216.008.00135.980.001120.940.000+ 224.008.00144.260.00865.670.000+ 229.705.70159.49PARCIAL 213136.113.22MOVIMIENTO DE TIERRAS A NIVEL +1.00PROGRESIVADISTANCIAAREA CORTEAREA RELLENOVOLUMEN CORTEVOLUMEN RELLENO0+ 88.000.000.000.000.003.240+ 96.008.000.000.8113.243.240+ 104.008.003.310.0039.830.000+ 112.008.006.650.0067.310.000+ 120.008.0010.180.00106.070.000+ 128.008.0016.340.00162.400.000+ 136.008.0024.260.00170.430.000+ 144.008.0018.350.00150.640.000+ 152.008.0019.310.0085.620.000+ 160.008.002.090.0017.690.000+ 168.008.002.330.0020.490.000+ 176.008.002.790.0052.760.000+ 184.008.0010.400.00170.280.000+ 192.008.0032.170.00388.670.000+ 200.008.0064.990.00533.760.000+ 208.008.0068.450.00626.290.000+ 216.008.0088.130.00727.890.000+ 224.008.0093.850.00523.470.000+ 229.705.7089.830.00PARCIAL 33856.826.48

PROGRESIVADISTANCIAAREA CORTEAREA RELLENOVOLUMEN CORTEVOLUMEN RELLENO0+ 229.700.00232.020.00541.170.930+ 232.002.30238.560.811533.212.550+ 238.306.30248.170.00PARCIAL 42074.383.48RESUMENPARCIAL 14,366.5417.07PARCIAL 213,136.113.22PARCIAL 33,856.826.48PARCIAL 42,074.383.48TOTAL23,433.8430.26

CONCRETO SIMPLEHOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU

02.02ESTRUCTURAS02.02.01OBRAS DE CONCRETO SIMPLEDescripcinCONCRETOENCOFRADONDimensionesDimensionesPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongitudAnchoAlturaParcialSOLADO DE CONCRETO PARA PLATEA DE CIMENTACIN FC=140 Kg/cm2SECTOR BSUBSECTOR B2,B3,B5PLATEA H= 0.50 m1area=4664.404664.40Area totatl x alturamenos TRAGALUZ B21area=57.38-57.38menos TRAGALUZ B31area=21.16-21.16menos TRAGALUZ B51area=57.75-57.75M24528.12

02.02.01.02SOLADO DE CONCRETO E= 4" MEZCLA C:H 1:1OPARA ZAPATASSECTOR ALA-5111.703.1036.2714.351.807.83ZA-712.957.5522.27ZA-1413.505.3018.55Z-1161.201.2023.04Z-261.401.4011.76Z-331.601.607.68Z-421.201.854.44Z-511.401.702.38Z-621.701.705.78Z-741.851.8513.69Z-831.001.003.00Z-912.002.004.00Z-1031.503.0013.50Z-1111.503.254.88Z-1211.503.405.10Z-1321.203.007.20Z-1411.303.003.90Z-1511.603.505.60Z-1711.802.103.78Z-1811.103.303.6311.102.853.14PLACAS ASCENSOR SECTOR AZAPATA14.003.9015.60ZAPATAS BSECTOR B 1 y B4I-10 (ZB7)14.703.3015.51I-22 (ZB14)14.703.0014.10H,I-8,9 (ZB6)19.507.3069.35Z-1911.503.004.50Z-2032.502.5018.75Z-20"22.902.5014.50Z-2242.302.3021.16Z-2722.523.3016.63Z-28122.202.2058.08Z-3311.504.006.00Z-33"11.604.156.64SECTOR CZ-0151.001.005.00

SECTOR DEje 25'-26' en I-J40.641.002.56SECTOR EZ-1E241.001.0024.00SECTOR FEje A-28" Z1F11.151.301.50Eje A-29' Z2F11.551.251.94Eje A, A'-30 Z3F21.201.403.36Eje A'-28" Z4F11.151.401.61Eje A'-29' Z5F11.551.201.86Eje B'-28" Z6F11.651.101.82Eje B'-29" Z7F11.201.501.80Eje B'-30 & C'-29' Z8F21.601.153.68Eje C'-28" Z9F11.252.753.44Eje C'-30 ZF1011.552.353.64PLACAS ESCALERA 7ZAPATA18.607.1561.49

PARA VIGAS DE CIMENTACIONSECTOR AVC-101 PRIMER PISOEJES HORIZONTALESEJE B36.850.357.1916.600.352.31EJE C36.850.357.1916.600.352.31EJE D36.850.357.1914.700.351.65ENTRE EJES D y E16.850.352.40EJE E22.850.352.0026.900.354.8322.850.352.00EJE F36.850.357.19EJE G15.200.351.8216.850.352.4014.400.351.54EJE H26.600.354.6216.300.352.21ENTRE EJES H y I27.300.355.11EJES VERTICALESEJE 313.000.351.0516.900.352.4214.200.351.4713.300.351.16EJE 411.300.350.4616.900.352.4214.650.351.6313.300.351.1612.950.351.03

15.400.351.8916.200.352.1716.350.352.2216.600.352.31

EJE 515.400.351.8916.600.352.3116.900.352.4215.300.351.86

16.600.352.3116.900.352.4216.900.352.4214.200.351.47

EJE 615.400.351.8916.600.352.3114.050.351.4216.250.352.190.0016.600.352.3116.550.352.2916.900.352.4211.880.350.660.00EJE 616.600.352.3115.250.351.8413.600.351.26

14.950.351.7316.550.352.2914.500.351.58AUDITORIUMVC-101 PRIMER PISOEJES HORIZONTALESEJE F22.850.352.0016.900.352.42EJE H22.900.352.0316.900.352.4213.100.351.09ENTRE EJES I y J16.850.352.4016.550.352.2913.750.351.310.0013.750.351.31EJES VERTICALESEJE 126.900.354.830.0016.000.352.1013.500.351.23

EJE 216.000.352.1012.600.350.91EJE 316.900.352.42ENTRE EJES 3 y 426.900.354.83EJE 416.600.352.31SECTOR BSECTOR B1 y B4VC-101 PRIMER PISOEJES HORIZONTALESEJE G26.900.354.83

16.550.352.2916.900.352.42EJE H10.800.350.2813.850.351.3516.600.352.31

15.150.351.8015.200.351.82

12.850.351.00

16.100.352.14

25.200.353.64EJE I26.900.354.8314.350.351.5216.300.352.2116.600.352.31

26.900.354.8314.350.351.5216.300.352.2116.600.352.31EJES VERTICALESEJE 816.200.352.1714.700.351.65EJE 926.600.354.62EJE 1016.900.352.4216.600.352.3115.050.351.77EJE 10'16.900.352.4216.600.352.31EJE 1112.250.350.7916.600.352.3115.050.351.77EJE 1216.600.352.3115.350.351.87EJE 1316.000.352.10EJE 1415.050.351.77EJE 1816.000.352.10EJE 2015.350.351.8715.050.351.77EJE 2115.350.351.8715.050.351.77EJE 2216.000.352.10

PARA CISTERNASCISTERNAS SECTOR DCIMENTACIONlargoanchoEJE L115.704.7073.79123.005.50126.50CISTERNA TRASCIEGOArea145.9045.90CISTERNA AGUA DE LLUVIAArea126.4026.40PARA POZOS SUMIDEROSPOZO DE AGUAS GRISES 1AreaBASE16.176.17CASETABASE11.551.702.64POZO DE AGUAS GRISES 2AreaBASE16.176.17CASETABASE11.551.702.64POZO DE AGUAS NEGRAS 1AreaBASE16.176.17CASETABASE11.551.702.64POZO DE AGUAS NEGRAS 2AreaBASE111.3711.37CASETABASE11.551.702.64POZO DE AGUA DE LLUVIAS 1AreaBASE136.4136.41CASETABASE11.551.702.64POZO DE AGUA DE LLUVIAS 2-3-4AreaBASE318.1454.43CASETABASE31.551.707.91PARA DUCTO DE COCINABASE18.151.8014.6714.902.6012.74PARA PLANTA DE TRATAMIENTOAreaBASE165.2065.20PARA MUROS DE CONTENCIONlargoanchoM1132.357.80252.33M2118.627.80145.24M3"18.306.8056.44M3"112.556.8085.34M415.306.8036.04M-7' EN EJE 24 ENTRE I & JBASE16.003.6021.60M-12 EN EJE B ENTRE EJES 7-8BASE18.285.3043.88TALON16.700.604.02M-13 EN EJE 7 ENTRE EJES A-B BASE15.553.6019.98TALON15.550.402.22M-14A ENTRE EJES A-B y 3-4BASE112.053.8045.79M-14A EN EJE 4 ENTRE EJES A-B BASE10.751.651.24M-14 EN EJE A ENTRE EJES 4-7 BASE119.953.3065.84TALON119.950.407.98M-15 EN INGRESOBASE121.902.3551.47TALON121.900.408.76M-16 EN EJE A - ENTRADABASE130.172.0060.34M-17 EN EJE A en 3-5BASE119.323.2061.82M 18 EN EJE A en 6 y 8BASE118.953.9073.91M-19 EN EJE A en 8 y 12BASE128.434.40125.09M-20 EN EJE A en 13 y 17BASE128.434.70133.62M-21 EN EJE A en 17 y 23BASE137.905.60212.24M-22 EN EJE A en 24 y 29BASE134.256.40219.20

RELLENO DE TUBERIAS SANITARIAS fc=100 kg/cm2 RELLENO TUB. AL POZO SUMIDERO 1ramal 129.070.15313.08ramal 248.200.15321.69ramal 385.130.15338.31 RELLENO TUB. AL POZO SUMIDERO 3ramal 5128.100.15357.65ramal 613.480.1536.07ramal 722.190.1539.99

M23234.61

02.02.02.01CIMIENTO CORRIDOS 1:10 + 30% P.GSECTOR CENTRE EJES G-H/25-25114.200.501.107.81ENTRE EJES G-H/25-26120.280.501.1011.15SECTOR DENTRE EJES I - J / 25-28 (CC9)A111.990.600.700.84A2110.690.601.107.06ENTRE EJES I - J / 25-28 (CC10)A113.600.600.701.51A213.600.600.701.51ENTRE EJES I - J / 25-28 (CC11)A110.300.550.700.12A217.950.551.104.81ENTRE EJES I - J / 25-28 (CC12)A112.480.450.400.45A212.480.450.700.78ENTRE EJES I - J / 25-28 (CC13)A110.290.750.700.15A214.560.751.103.76CIMIENTO CON SOBRECIMIENTO ARMADO A110.300.400.700.08A2117.750.401.107.81SECTOR EENTRE EJES D - E /28 - 30152.600.501.1021.45123.220.501.1012.77ENTRE EJES E-F /28 - 30132.600.501.1018.59117.990.501.109.89SECTOR FENTRE EJES A-A / 28-29126.030.501.1014.32ENTRE EJES A-A / 29-30111.480.501.106.31ENTRE EJES A-A / 28-29114.240.501.107.83ENTRE EJES A-B / 28-30114.780.501.108.13ENTRE EJES 30 /AB- C17.750.501.104.26ENTRE EJES C15.700.501.103.14CASETAS DE CONTROLCASETA 1119.970.501.1010.98CASETA 2118.140.501.109.98CASETA 3117.910.501.109.85CASETA 4117.910.501.109.85CASETA CONTROL PLANTA DE TRATAMIENTO22.850.501.103.1424.850.501.105.34

M3203.67

DescripcinCONCRETOENCOFRADONDimensionesDimensionesPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongitudAnchoAlturaParcial02.02.01.01SUBCIMIENTO / SUBZAPATA, MEZCLA 1:12+30%PG

SUB CIMIENTO COLINDANTE A CISTERNA112.071.600.7013.5213.251.680.703.82

SECTOR AZ114.571.203.0016.45Z1'11.051.353.004.25Z1013.001.503.0013.50

SECTOR BSUB CIMIENTO ESCALONADO DUCTO DE COCINA10.753.601.504.0510.753.600.752.0310.751.951.502.1910.751.950.751.1010.752.501.502.8110.752.500.751.41

SECTOR MURO DE CONTENCION ENTRADA

11.501.603.809.1211.602.201.404.93

M379.180.00

DescripcinCONCRETOENCOFRADONDimensionesDimensionesPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongitudAnchoAlturaParcial02.02.03.01SOBRECIMIENTO CONCRETO C:H 1:8 +25% P.M02.02.03.02SOBRECIMIENTO ENCOFRADO Y DESENCOFRADOSECTOR CENTRE EJES G-H/25-25114.200.200.401.14214.200.4011.36ENTRE EJES G-H/25-26120.280.200.401.62220.280.4016.22427.58SECTOR DSOBRESOBRECIMIENTOS EN X (25 cm)17.800.250.450.8827.800.457.02SOBRESOBRECIMIENTOS EN X (15 cm)13.500.150.450.2423.500.453.15SOBRESOBRECIMINETOS EN Y (25 cm)12.000.250.450.2322.000.451.8SOBRESOBRECIMINETOS EN Y (15 cm)112.560.150.450.85212.560.4511.30423.27

SECTOR EENTRE EJES D - E /28 - 30132.600.150.452.28132.6020.4530.42117.420.150.451.18117.4220.4515.68340.350.150.250.45340.3520.255.95ENTRE EJES E-F /28 - 30112.600.150.451.93112.6020.4525.74120.430.150.451.38120.4320.4518.39250.350.150.250.33250.3520.254.38100.55SECTOR FENTRE EJES A-A / 28-29120.240.150.451.37120.2420.4518.2211.200.150.250.0511.2020.250.60ENTRE EJES A-A / 29-30111.500.150.450.78111.5020.4510.35ENTRE EJES A-A / 28-29114.750.150.451.00114.7520.4513.2811.650.150.250.0611.6520.250.83ENTRE EJES A-A / 29-3013.750.150.450.2513.7520.453.3812.100.150.250.0812.1020.251.05ENTRE EJES A-B / 28-30116.530.150.451.12116.5320.4514.8812.900.150.250.1112.9020.251.45ENTRE EJES 30 /AB- C17.750.150.450.5217.7520.456.9811.950.150.250.0711.9520.250.98ENTRE EJES C12.800.150.450.1912.8020.452.5213.800.150.250.1413.8020.251.9076.39CASETAS DE CONTROLCASETA 1117.900.150.451.21117.9020.4516.11CASETA 2116.350.150.451.10116.3520.4514.72CASETA 3116.840.150.451.14116.8420.4515.16CASETA 4116.840.150.451.14116.8420.4515.1661.14CASETA CONTROL PLANTA DE TRATAMIENTO11.950.150.450.1311.9520.451.7631.800.150.450.3631.8020.454.8613.050.150.450.2113.0520.452.7511.100.150.450.0711.1020.450.9910.35

SECTOR DSOBRECIMIENTO ARMADO EN X111.400.250.451.28211.400.4510.26

SOBRECIMIENTO ARMADO EN Y14.860.150.450.3324.860.454.37

TOTALESM325.19M2313.92

DescripcinCONCRETOENCOFRADONDimensionesDimensionesPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongitudAnchoAlturaParcial02.02.04.01FALSO PISO C:H 1:8 E = 10 cmVER CUADRO GENERAL DE ARQUITECTURA1730.46SECTOR C,D E, F Y CASETASM2730.46

&P de &N

CALZADURASHOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU

ESTRUCTURASCALZADURASDescripcinVOLUMENNDimensionesPart.Und.Nro Vec.LargoAnchoAlturaParcialTotal

01CALZADURAS01.01MOVIMIENTO DE TIERRAS factor01.01.01EXCAVACION NICHO DE CALZADURAS H=0.60, B=0.50 MTm345.000.501.0022.5022.5001.01.02ELIMINACION DE MATERIAL EXCEDENTE C/MAQUINA INCLUYE ACARREO MANUALm31.3045.000.501.0029.2529.25

01.02OBRAS DE CONCRETO SIMPLE01.02.01CONCRETO MEZCLA 1:8 CEMENTO -HORMIGON+30%PMm345.000.501.0022.5022.5001.02.02ENCOFRADO Y DESENCOFRADO CALZADURASm245.001.0045.0045.0001.02.03PICADO DE CACHIMBAS DE CONCRETOml45.001.0045.0045.00

01.03APUNTALAMIENTO DE MURO DE ADOBE01.03.01APUNTALAMIENTO MURO DE ADOBEml45.001.0045.0045.00

&P de &N

VIGAS DE CIM. (2)HOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU02ESTRUCTURAS02.03OBRAS DE CONCRETO ARMADO

DescripcinCONCRETOENCOFRADO Y DESENCOFRADOACERONDimensionesDimensionesDimensiones0.250.560.991.552.23.97TOTALPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongAlturaParcialFORMADN. ElemLongitudN Vec.1/4"3/8"1/2"5/8"3/4"1"perimetElemento02.03.02.01VIGAS DE CIMENTACION CONCRETO F`C = 280 KG/CM2 02.03.02.02VIGAS DE CIMENTACION ENCOFRADO Y DESENCOFRADO 02.03.02.03VIGAS DE CIMENTACION ACERO DE REFUERZO Fy=4200 kg/cm2SECTOR AVC-101 PRIMER PISOEJES HORIZONTALESCarasEJE B36.850.350.604.3236.8520.6024.66Principal5/8"532.751 163.7516.600.350.601.3916.6020.607.92Principal1/2"232.751 65.50 Estribos3/8"412.103 258.30 Estribos3/8"402.101 84.00 EJE C36.850.350.604.3236.8520.6024.66Principal5/8"532.751 163.7516.600.350.601.3916.6020.607.92Principal1/2"232.751 65.50 Estribos3/8"412.103 258.30 Estribos3/8"402.101 84.00 EJE D36.850.350.604.3236.8520.6024.66Principal5/8"532.751 163.7514.700.350.600.9914.7020.605.64Principal1/2"232.751 65.50 Estribos3/8"412.103 258.30 Estribos3/8"332.101 69.30 ENTRE EJES D y E16.850.350.601.4416.8520.608.22Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"412.101 86.10 EJE E22.850.350.601.2022.8520.606.84Principal5/8"525.502 255.0026.900.350.602.9026.9020.6016.56Principal1/2"225.502 102.00 22.850.350.601.2022.8520.606.84Estribos3/8"252.102 105.00 Estribos3/8"422.102 176.40 Estribos3/8"252.102 105.00 EJE F36.850.350.604.3236.8520.6024.66Principal5/8"525.501 127.50Principal1/2"225.501 51.00 Estribos3/8"412.103 258.30 EJE G15.200.350.601.0915.2020.606.24Principal5/8"525.502 255.0016.850.350.601.4416.8520.608.22Principal1/2"225.502 102.00 14.400.350.600.9214.4020.605.28Estribos3/8"352.101 73.50 Estribos3/8"412.101 86.10 Estribos3/8"322.101 67.20 EJE H26.600.350.602.7726.6020.6015.84Principal5/8"525.501 127.5016.300.350.601.3216.3020.607.56Principal1/2"225.501 51.00 Estribos3/8"402.102 168.00 Estribos3/8"392.101 81.90 ENTRE EJES H y I27.300.350.603.0727.3020.6017.52Principal5/8"518.101 90.50Principal1/2"218.101 36.20 Estribos3/8"432.102 180.60 EJES VERTICALESCaras EJE 313.000.350.600.6313.0020.603.60Principal5/8"525.501 127.5016.900.350.601.4516.9020.608.28Principal1/2"225.501 51.00 14.200.350.600.8814.2020.605.04Estribos3/8"262.101 54.60 13.300.350.600.6913.3020.603.96Estribos3/8"422.101 88.20 Estribos3/8"312.101 65.10 Estribos3/8"272.101 56.70 EJE 411.300.350.600.2711.3020.601.56Principal5/8"528.751 143.7516.900.350.601.4516.9020.608.28Principal1/2"228.751 57.50 14.650.350.600.9814.6520.605.58Estribos3/8"192.101 39.90 13.300.350.600.6913.3020.603.96Estribos3/8"422.101 88.20 12.950.350.600.6212.9520.603.54Estribos3/8"332.101 69.30 Estribos3/8"272.101 56.70 Estribos3/8"262.101 54.60 15.400.350.601.1315.4020.606.48Principal5/8"532.701 163.5016.200.350.601.3016.2020.607.44Principal1/2"232.701 65.40 16.350.350.601.3316.3520.607.62Estribos3/8"362.101 75.60 16.600.350.601.3916.6020.607.92Estribos3/8"392.101 81.90 Estribos3/8"392.101 81.90 Estribos3/8"402.101 84.00 EJE 515.400.350.601.1315.4020.606.48Principal5/8"528.751 143.7516.600.350.601.3916.6020.607.92Principal1/2"228.751 57.50 16.900.350.601.4516.9020.608.28Estribos3/8"362.101 75.60 15.300.350.601.1115.3020.606.36Estribos3/8"402.101 84.00 Estribos3/8"422.101 88.20 Estribos3/8"352.101 73.50 16.600.350.601.3916.6020.607.92Principal5/8"530.201 151.0016.900.350.601.4516.9020.608.28Principal1/2"230.201 60.40 16.900.350.601.4516.9020.608.28Estribos3/8"402.101 84.00 14.200.350.600.8814.2020.605.04Estribos3/8"422.101 88.20 Estribos3/8"422.101 88.20 Estribos3/8"312.101 65.10 EJE 615.400.350.601.1315.4020.606.48Principal5/8"531.101 155.5016.600.350.601.3916.6020.607.92Principal1/2"231.101 62.20 14.050.350.600.8514.0520.604.86Estribos3/8"362.101 75.60 16.250.350.601.3116.2520.607.50Estribos3/8"402.101 84.00 Estribos3/8"302.101 63.00 Estribos3/8"392.101 81.90 16.600.350.601.3916.6020.607.92Principal5/8"527.901 139.5016.550.350.601.3816.5520.607.86Principal1/2"227.901 55.80 16.900.350.601.4516.9020.608.28Estribos3/8"402.101 84.00 11.880.350.600.3911.8820.602.26Estribos3/8"402.101 84.00 Estribos3/8"422.101 88.20 Estribos3/8"222.101 46.20 EJE 616.600.350.601.3916.6020.607.92Principal5/8"525.151 125.7515.250.350.601.1015.2520.606.30Principal1/2"225.151 50.30 13.600.350.600.7613.6020.604.32Estribos3/8"402.101 84.00 Estribos3/8"352.101 73.50 Estribos3/8"282.101 58.80 14.950.350.601.0414.9520.605.94Principal5/8"525.501 127.5016.550.350.601.3816.5520.607.86Principal1/2"225.501 51.00 14.500.350.600.9514.5020.605.40Estribos3/8"342.101 71.40 Estribos3/8"402.101 84.00 Estribos3/8"322.101 67.20 AUDITORIUM VC-101 PRIMER PISO EJES HORIZONTALESCaras EJE F22.850.350.601.2022.8520.606.84Principal5/8"517.001 85.0016.900.350.601.4516.9020.608.28Principal1/2"217.001 34.00 Estribos3/8"252.102 105.00 Estribos3/8"422.101 88.20 EJE H22.900.350.601.2222.9020.606.96Principal5/8"521.001 105.0016.900.350.601.4516.9020.608.28Principal1/2"221.001 42.00 13.100.350.600.6513.1020.603.72Estribos3/8"262.102 109.20 Estribos3/8"422.101 88.20 Estribos3/8"262.101 54.60 ENTRE EJES I y J16.850.350.601.4416.8520.608.22Principal5/8"517.001 85.0016.550.350.601.3816.5520.607.86Principal1/2"217.001 34.00 13.750.350.600.7913.7520.604.50Estribos3/8"412.101 86.10 Estribos3/8"402.101 84.00 Estribos3/8"292.101 60.90 13.750.350.600.7913.7520.604.50Principal5/8"517.001 85.00Principal1/2"217.001 34.00 Estribos3/8"292.101 60.90 EJES VERTICALES EJE 126.900.350.602.9026.9020.6016.56Principal5/8"517.301 86.50Principal1/2"217.301 34.60 Estribos3/8"422.102 176.40 16.000.350.601.2616.0020.607.20Principal5/8"512.001 60.0013.500.350.600.7413.5020.604.20Principal1/2"212.001 24.00 Estribos3/8"382.101 79.80 Estribos3/8"282.101 58.80 EJE 216.000.350.601.2616.0020.607.20Principal5/8"512.001 60.0012.600.350.600.5512.6020.603.12Principal1/2"212.001 24.00 Estribos3/8"382.101 79.80 Estribos3/8"242.101 50.40 EJE 316.900.350.601.4516.9020.608.28Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"422.101 88.20 ENTRE EJES 3 y 426.900.350.602.9026.9020.6016.56Principal5/8"517.301 86.50Principal1/2"217.301 34.60 Estribos3/8"422.102 176.40 EJE 416.600.350.601.3916.6020.607.92Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"402.101 84.00 SECTOR B1 Y B4 VC-101 PRIMER PISO EJES HORIZONTALESCaras EJE G26.900.350.602.9026.9020.6016.56Principal5/8"516.301 81.50Principal1/2"216.301 32.60 Estribos3/8"422.102 176.40 16.550.350.601.3816.5520.607.86Principal5/8"515.951 79.7516.900.350.601.4516.9020.608.28Principal1/2"215.951 31.90 Estribos3/8"402.101 84.00 Estribos3/8"422.101 88.20 EJE H10.800.350.600.1710.8020.600.96Principal5/8"516.301 81.5013.850.350.600.8113.8520.604.62Principal1/2"216.301 32.60 16.600.350.601.3916.6020.607.92Estribos3/8"172.101 35.70 Estribos3/8"292.101 60.90 Estribos3/8"402.101 84.00 15.150.350.601.0815.1520.606.18Principal5/8"515.951 79.7515.200.350.601.0915.2020.606.24Principal1/2"215.951 31.90 Estribos3/8"352.101 73.50 Estribos3/8"352.101 73.50 12.850.350.600.6012.8520.603.42Principal5/8"55.101 25.50Principal1/2"25.101 10.20 Estribos3/8"252.101 52.50 16.100.350.601.2816.1020.607.32Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"382.101 79.80 25.200.350.602.1825.2020.6012.48Principal5/8"515.951 79.75Principal1/2"215.951 31.90 Estribos3/8"352.102 147.00 EJE I26.900.350.602.9026.9020.6016.56Principal5/8"540.901 204.5014.350.350.600.9114.3520.605.22Principal1/2"240.901 81.80 16.300.350.601.3216.3020.607.56Estribos3/8"422.102 176.40 16.600.350.601.3916.6020.607.92Estribos3/8"312.101 65.10 Estribos3/8"392.101 81.90 Estribos3/8"402.101 84.00 26.900.350.602.9026.9020.6016.56Principal5/8"540.901 204.5014.350.350.600.9114.3520.605.22Principal1/2"240.901 81.80 16.300.350.601.3216.3020.607.56Estribos3/8"422.102 176.40 16.600.350.601.3916.6020.607.92Estribos3/8"312.101 65.10 Estribos3/8"392.101 81.90 Estribos3/8"402.101 84.00 EJES VERTICALESCaras EJE 816.200.350.601.3016.2020.607.44Principal5/8"516.301 81.5014.700.350.600.9914.7020.605.64Principal1/2"216.301 32.60 Estribos3/8"392.101 81.90 Estribos3/8"332.101 69.30 EJE 926.600.350.602.7726.6020.6015.84Principal5/8"516.301 81.50Principal1/2"216.301 32.60 Estribos3/8"402.102 168.00 EJE 1016.900.350.601.4516.9020.608.28Principal5/8"523.301 116.5016.600.350.601.3916.6020.607.92Principal1/2"223.301 46.60 15.050.350.601.0615.0520.606.06Estribos3/8"422.101 88.20 Estribos3/8"402.101 84.00 Estribos3/8"342.101 71.40 EJE 10'16.900.350.601.4516.9020.608.28Principal5/8"517.301 86.5016.600.350.601.3916.6020.607.92Principal1/2"217.301 34.60 Estribos3/8"422.101 88.20 Estribos3/8"402.101 84.00 EJE 1112.250.350.600.4712.2520.602.70Principal5/8"523.301 116.5016.600.350.601.3916.6020.607.92Principal1/2"223.301 46.60 15.050.350.601.0615.0520.606.06Estribos3/8"232.101 48.30 Estribos3/8"402.101 84.00 Estribos3/8"342.101 71.40 EJE 1216.600.350.601.3916.6020.607.92Principal5/8"515.101 75.5015.350.350.601.1215.3520.606.42Principal1/2"215.101 30.20 Estribos3/8"402.101 84.00 Estribos3/8"352.101 73.50 EJE 1316.000.350.601.2616.0020.607.20Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"382.101 79.80 EJE 1415.050.350.601.0615.0520.606.06Principal5/8"56.551 32.75Principal1/2"26.551 13.10 Estribos3/8"342.101 71.40 EJE 1816.000.350.601.2616.0020.607.20Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"382.101 79.80 EJE 2015.350.350.601.1215.3520.606.42Principal5/8"512.551 62.7515.050.350.601.0615.0520.606.06Principal1/2"212.551 25.10 Estribos3/8"352.101 73.50 Estribos3/8"342.101 71.40 EJE 2115.350.350.601.1215.3520.606.42Principal5/8"512.551 62.7515.050.350.601.0615.0520.606.06Principal1/2"212.551 25.10 Estribos3/8"352.101 73.50 Estribos3/8"342.101 71.40 EJE 2216.000.350.601.2616.0020.607.20Principal5/8"58.101 40.50Principal1/2"28.101 16.20 Estribos3/8"382.101 79.80

TOTALESM3153.90M2879.46ML0.09,987.602,045.605,114.000.00.0KG5,593.062,025.147,926.700.015,544.90% DE DESPERDICIOS5%0%% DE DESPERDICIOS3%5%7%8%10%161.60879.465,760.852,126.408,481.570.00.016,368.82

&P de &N

PLATEA HOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU02ESTRUCTURAS02.03OBRAS DE CONCRETO ARMADO

DescripcinCONCRETOENCOFRADO Y DESENCOFRADOACERONDimensionesDimensionesDimensiones0.250.560.991.552.23.97TOTALPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongAlturaParcialSENTIDODN. ElemLongitudN Vec.1/4"3/8"1/2"5/8"3/4"1"perimetElementoPLATEA CONCRETO PLATEA DE CIMENTACIN FC= 280 KG/CM2SECTOR B2,B3,B5PLATEA H= 0.50 m1area=4664.400.502332.20Area totatl x alturamenos TRAGALUZ B21area=57.380.50-28.69menos TRAGALUZ B31area=21.160.50-10.58menos TRAGALUZ B51area=57.750.50-28.88menos MONTACARGA 1 Y 2, ASCENSOR 4 Y 51area=36.680.50-18.34menos ASCENSOR 2 Y 31area=19.640.50-9.82

PLATEA H= 0.40 mMONTACARGA 1 Y 2, ASCENSOR 4 Y 51area=38.940.4015.58ASCENSOR 2 Y 31area=20.940.408.37PLATEA H= 1.00 mborde de platea1area=0.1331.603.95

ENCOFRADO Y DESENCOFRADO DE PLATEA DE CIMENTACIN.SECTOR B2,B3,B5PLATEA H= 0.50 m, no colindante con muro de contencionEje A147.100.5023.55 Eje B157.300.5028.65 Eje 8,9,14,18 y 2356.000.5015.00 Eje 25123.900.5011.95 Eje 2713.500.501.75PLATEA H= 0.50 m, colindante con muro de contencion1217.5620.50108.78

EN TRAGALUZ B2130.5000.5015.25EN TRAGALUZ B3118.4000.509.20EN TRAGALUZ B5141.4500.5020.73PLATEA H=0.40 mAscensor n2 y n319.150.403.66Ascensor n4 y n5115.250.406.10Montacarga n1 y n217.500.403.00PLATEA H= 1.00 m, radioterapiaEje 27118.301.0018.30Entre Eje D y E113.251.0013.25Eje 25118.300.7513.73Eje G113.250.759.94

ACERO CORRUGADO PARA PLATEA DE CIMENTACIN FY=4200 Kg/cm2ACERO EN ASCENSORES, SALA DE ACELERADORES base platea acero en Ascensores ABHorizontalEje 15-16X5/8"138.702 226.20 Eje 16X5/8"144.302 120.40 VerticalEje A-B (1)Y5/8"183.602 129.60 Eje A-B (2)Y5/8"167.002 224.00 base platea acero en Ascensores HJ HorizontalEje 16-17X5/8"214.452 186.90 VerticalEje H-JY5/8"165.702 182.40 Sala de Aceleradores Direccion X Superior Eje 16-17X3/4"922.151 197.80

Direccion X Inferior Eje 16-17X3/4"9214.701 1,352.401 Empalme3/4"921.001 92.00 Direccion Y Eje H-JY3/4"6719.352 2,592.90 1 Empalme3/4"671.002 134.00 Direccion Z Eje H-JY3/4"218.252 73.00 1 Empalme3/4"21.002 4.00

ACERO GENERALHORIZONTALvEje A a B, de 8 a 9, 23 a 24X3/4"218.304 697.20vEje A a B, de 14 a 18X3/4"127.502 55.003 Empalmes3/4"13.002 6.00vEje A a B, de 14 a 15X3/4"108.052 161.00vEje A a B, de 14 a 16X3/4"1112.452273.901 Empalme3/4"111.00222.00vEje A a B, de 16 a 18X3/4"2112.452522.901 Empalme3/4"211.00242.00vEje B a D, de 8 a 24X3/4"40100.202 8,016.0012 Empalmes3/4"4012.002960.00vEje D a E,de 8 a 18X3/4"2159.702 2,507.407 Empalmes3/4"217.002294.00vEje D a E,de 8 a 17X3/4"454.152 433.206 Empalmes3/4"46.00248.00vEje D a E,de 11 a 17X3/4"427.802 222.404 Empalmes3/4"44.00232.00VEje E , de 8 a 10X3/4"2418.452 885.602 Empalmes3/4"242.00296.00vEje E a F, de 8 a 19X3/4"474.902 599.209 Empalmes3/4"49.00272.00vEje D a E, de 13 a 16X3/4"1621.752 696.002 Empalmes3/4"162.00264.00vEje E' a F de 8 a 24X3/4"11100.152 2,203.3012 Empalmes3/4"1112.002264.00vEje E ,de 17 a 20X3/4"1322.802 592.802 Empalmes3/4"132.00252.00vEje E a F ,de 13 a 20X3/4"548.552 485.506 Empalmes3/4"56.00260.00vEje D-E, de 17 a 20X3/4"421.121 84.482 Empalmes3/4"42.0018.00vEje D-E, de 18 a 20X3/4"1311.481 149.181 Empalme3/4"131.00113.00vEje D-E. de 18 a 24X3/4"1638.302 1,225.604 Empalmes3/4"164.002128.00vEje E-F, de 21 a 24X3/4"1124.022 528.443 Empalmes3/4"113.00266.00vEje E-F, de 22 a 24X3/4"2618.152 943.801 Empalme3/4"261.00252.00vEje F-G, de 13 a 24X3/4"2471.002 3,408.008 Empalmes3/4"248.002384.00vEje F-G, de 13 a 27 X3/4"1180.702 1,775.409 Empalmes3/4"119.002198.00vEje G-H, de 13 a 18X3/4"1732.101 545.704 Empalmes3/4"174.00168.00vEje H-I, de 15 a 17 X3/4"1114.951 164.451 Empalme3/4"111.00111.00vEje I-J, de 15 a 17 X3/4"1710.152 345.101 Empalme3/4"171.00234.00vEje H-I, de 22 a 27X3/4"1728.752 977.503 Empalmes3/4"173.002102.00vEje I-J, de 23 a 27X3/4"2121.552 905.102 Empalmes3/4"212.00284.00VERTICAL vEJE 8- 9Y3/4"2735.502 1,917.00 4 Empalmes3/4"274.002216.00vEJE 9-10,10'Y3/4"3529.802 2,086.00 3 Empalmes3/4"353.002210.00vEJE 10,10'-12,13 (1)Y3/4"2919.102 1,107.80 2 Empalmes3/4"292.002 116.00 vEJE 10,10'-12,13 (2)Y3/4"294.452 258.10 vEJE 10,10'-12,13 (3)Y3/4"1029.802 596.00 3 Empalmes3/4"103.002 60.00 vEJE 12,13-14 (1)Y3/4"1337.002 962.004 Empalmes3/4"134.002 104.00vEJE 12,13-14 (2)Y3/4"1344.202 1,149.205 Empalmes3/4"135.002 130.00 vEJE 14-15 (1)Y3/4"2450.202 2,409.606 Empalmes3/4"246.002 288.00 vEJE 14-15 (2)Y3/4"358.002 348.007 Empalmes3/4"37.002 42.00 vEJE 15- 16 (1)Y3/4"1455.202 1,545.606 Empalmes3/4"146.002 168.00 vEJE 15- 16 (2)Y3/4"1720.202 686.802 Empalmes3/4"172.002 68.00 vEJE 15-16 (3)Y3/4"1627.852 891.203 Empalmes3/4"163.002 96.00 vEJE 16-17 (1)Y3/4"326.052 156.303 Empalmes3/4"33.002 18.00 vEJE 16-17 (2)Y3/4"358.002 348.007 Empalmes3/4"37.002 42.00 vEJE 16-17 (3)Y3/4"453.102 424.806 Empalmes3/4"46.002 48.00 vEJE 16-17 (4)Y3/4"1127.402 602.803 Empalmes3/4"113.002 66.00 vEJE 16-17 (5)Y3/4"2024.202 968.003 Empalmes3/4"203.002 120.00 vEJE 17-18 (1)Y3/4"1018.202 364.001 Empalme3/4"101.002 20.00 vEJE 17-18 (2)Y3/4"1924.502 931.003 Empalmes3/4"193.002 114.00 vEJE 17-18 (3)Y3/4"650.202 602.406 Empalmes3/4"66.002 72.00 vEJE 18-19Y3/4"2939.552 2,293.904 Empalmes3/4"294.002 232.00 vEJE 20-21 (1)Y3/4"1616.502 528.002 Empalmes3/4"162.002 64.00 vEJE 20-21 (2)Y3/4"1019.052 381.002 Empalmes3/4"102.002 40.00 vEJE 20-22 (1)Y3/4"2119.352 812.702 Empalmes3/4"212.002 84.00 vEJE 20-22 (2)Y3/4"2713.202 712.801 Empalme3/4"271.002 54.00 vEJE 21-22Y3/4"1039.552 791.004 Empalmes3/4"104.002 80.00 vEJE 22-23Y3/4"2544.202 2,210.005 Empalmes3/4"255.002 250.00 vEJE 23-24Y3/4"2756.202 3,034.807 Empalmes3/4"277.002 378.00 vEJE 25-27 SuperiorY3/4"4515.051 677.251 Empalme3/4"451.001 45.00 vEJE 25-27 InferiorY3/4"4515.251 686.251 Empalme3/4"451.001 45.00 ACERO INFERIOR ADICIONAL (MORADO) EJE B X3/4"5100.001 500.00 Adicional por 11 empalmes3/4"511.001 55.00 vC-9 X3/4"154.501 67.50 Y3/4"154.501 67.50 vC-10-10' X3/4"134.001 52.00 Y3/4"134.001 52.00 vC - D 11 X3/4"553.001 165.00 Y13/4"105.001 50.00 Y23/4"105.001 50.00 vC12-13 X3/4"134.001 52.00 Y3/4"134.001 52.00 vC-14 X3/4"154.501 67.50 Y3/4"154.501 67.50 vC-15 X3/4"136.001 78.00 Y3/4"193.501 66.50 vC-16 X3/4"133.501 45.50 Y3/4"153.501 52.50 vC-171 X3/4"133.501 45.50 Y3/4"123.501 42.00 vC-18 X3/4"154.501 67.50 Y3/4"154.501 67.50 vC,D,E,E',F,G-19,20 X13/4"294.001 116.00 X23/4"65.001 30.00 X33/4"72.251 15.75 X43/4"83.151 25.20 X53/4"254.001 100.00 X63/4"75.001 35.00 X73/4"284.001 112.00 Y3/4"934.021 306.18 Adicional por 4 empalmesY3/4"94.001 36.00 vC-21 X3/4"154.501 67.50 Y3/4"154.501 67.50 vC-22,22' X3/4"134.501 58.50 Y3/4"134.501 58.50 vC-23 X3/4"154.501 67.50 Y3/4"154.501 67.50 vC-24,25 X3/4"122.251 27.00 Y3/4"64.001 24.00 vD-9 X13/4"92.501 22.50 X23/4"92.501 22.50 Y3/4"253.501 87.50 vD-10,10' X13/4"94.501 40.50 X23/4"42.501 10.00 Y13/4"74.501 31.50 Y23/4"63.501 21.00 vD,E,E',F-12,13 X13/4"33.001 9.00 X23/4"96.001 54.00 X33/4"443.001 132.00 Y13/4"73.001 21.00 Y23/4"915.501 139.50 Adicional por 1 empalmeY3/4"91.001 9.00 vD-14 X3/4"174.501 76.50 Y3/4"134.501 58.50 vD,E,E',F-15,16,17 X13/4"1116.701 183.70 X23/4"316.701 50.10 X33/4"83.001 24.00 X43/4"53.002 30.00 X53/4"83.002 48.00 X63/4"316.701 50.10 X73/4"1116.701 183.70 Y13/4"919.101 171.90 Y23/4"313.002 186.00 Y33/4"95.701 51.30 Y43/4"912.001 108.00 Adicional por 2 empalmeX3/4"282.001 56.00 Adicional por 2 empalmesY13/4"92.001 18.00 Adicional por 1 empalmeY43/4"91.001 9.00 vD-18 X3/4"173.701 62.90 Y3/4"134.501 58.50 vD-21 X3/4"113.501 38.50 Y3/4"113.501 38.50 vD-22,22' X13/4"84.002 64.00 X23/4"85.001 40.00 Y3/4"196.001 114.00 vD-23 X3/4"154.501 67.50 Y3/4"154.501 67.50 vD-24,25 X3/4"192.251 42.75 Y3/4"66.001 36.00 vE,E'- 9 X3/4"154.501 67.50 Y3/4"154.501 67.50 vE,E'- 10 X3/4"73.001 21.00 Y3/4"73.001 21.00 vE,E'- 14 X3/4"174.501 76.50 Y3/4"134.501 58.50 vE- 18 X3/4"174.501 76.50 Y3/4"134.501 58.50 vE- 22,22' X3/4"154.501 67.50 Y3/4"154.501 67.50 vE- 23 X3/4"154.501 67.50 Y3/4"154.501 67.50 vE- 24,25 X3/4"93.001 27.00 Y3/4"56.001 30.00 vF- 10,10' X3/4"83.001 24.00 vF-14 X3/4"174.501 76.50 Y3/4"134.501 58.50 vF-18 X3/4"174.501 76.50 Y3/4"134.501 58.50 vF-21 X3/4"163.501 56.00 Y3/4"135.001 65.00 vF-22,22',23 X13/4"52.251 11.25 X23/4"912.001 108.00 Y13/4"63.001 18.00 Y23/4"74.501 31.50 Y33/4"263.001 78.00 Adicional por 1 empalmeX3/4"91.001 9.00 vF-24,25 X3/4"93.001 27.00 Y3/4"53.001 15.00 vG-14 X3/4"136.001 78.00 Y3/4"203.501 70.00 vG-15 X3/4"134.001 52.00 Y3/4"134.001 52.00 vG-16 X3/4"134.001 52.00 Y3/4"134.001 52.00 vG-17 X3/4"134.001 52.00 Y3/4"134.001 52.00 vG-18 X13/4"174.501 76.50 X23/4"32.251 6.75 Y13/4"76.001 42.00 Y23/4"65.001 30.00 vG-21 X3/4"134.001 52.00 Y3/4"134.001 52.00 vG-22,22' X13/4"304.501 135.00 X23/4"43.001 12.00 Y11"44.501 18.00Y21"66.001 36.00vG-23 X3/4"154.501 67.50 Y3/4"154.501 67.50 vG-24,25 X3/4"192.251 42.75 Y3/4"96.001 54.00 vH-16 X3/4"113.501 38.50 Y3/4"113.501 38.50 VZB4 (F,G-11) X5/8"412.302 188.60 Y5/8"138.802 228.80 ACERO SUPERIOR ADICIONAL(MORADO) VEje 8, B-F X3/4"475.501 258.50 vEje B, 9 a 14 Y3/4"575.501 313.50 vEje B, 18 a 23 Y3/4"555.501 302.50 vEje B, 8 a 24 X3/4"5100.001 500.00 11 EmpalmesX3/4"511.001 55.00 vEje 14 a 15, de C a G X3/4"74.504 126.00 Y3/4"74.505 157.50 vEje 17 a 18, de C a G X3/4"74.503 94.50 Y3/4"314.501 139.50 Y3/4"23.501 7.00 vEje 24, de B a D X3/4"275.501 148.50 vEje F, de 8 a 10 Y3/4"225.501 121.00 vEje F a G, de 13 a 14 X3/4"95.501 49.50 X3/4"87.001 56.00 X3/4"73.501 24.50 vEje G a H, de 13 a 23 Y3/4"525.501 286.00 ACERO INFERIOR ADICIONAL 2 (VERDE) 9-CX3/4"82.251 18.00 Y3/4"82.251 18.00 10 10-CX3/4"82.251 18.00 Y3/4"82.251 18.00 11-CX3/4"83.001 24.00 Y1"73.001 21.0012 13-CX3/4"82.251 18.00 Y3/4"82.251 18.00 14-CX1"103.001 30.00Y1"83.001 24.0015-CX1"46.001 24.00Y1"53.002 30.0016-C 17-CX1"103.001 30.00Y1"123.001 36.0018-CX1"84.501 36.00Y1"123.001 36.0019 20-CX3/4"84.001 32.00 21-CX3/4"103.001 30.00 Y3/4"103.001 30.00 22 22-C 23-CX3/4"103.001 30.00 Y3/4"103.001 30.00 24 25-C 9-DX3/4"42.502 20.00 Y3/4"62.252 27.00 10 10-DX3/4"72.251 15.75 Y3/4"72.251 15.75 11-DX3/4"63.001 18.00 Y3/4"62.251 13.50 12 13-DX1"83.001 24.00Y1"83.001 24.0014-DX1"123.001 36.00Y1"84.501 36.0015-D 18-DX1"123.001 36.00Y1"74.501 31.50 23-DX3/4"103.001 30.00 Y3/4"103.001 30.00 24 25-D 9-EX3/4"82.251 18.00 Y3/4"82.251 18.00 14-EX1"123.001 36.00Y1"84.501 36.0015-E 18-EX1"123.001 36.00Y1"84.501 36.0019 20-E 22 22-EX3/4"103.001 30.00 Y3/4"103.001 30.00 23-EX3/4"103.001 30.00 Y3/4"103.001 30.00 14-FX1"123.001 36.00Y1"84.501 36.00 18-FX1"123.001 36.00Y1"84.501 36.0021-F Y3/4"65.001 30.00 23-FX3/4"62.251 13.50 14-GX3/4"103.001 30.00 Y3/4"103.001 30.00 15-GX1"83.001 24.00Y1"83.001 24.00 17-GX1"83.001 24.00Y1"83.001 24.0018-GX3/4"84.501 36.00 Y3/4"56.001 30.00 18-G G1X3/4"34.501 13.50 X13/4"32.251 6.75 Y3/4"34.501 13.50 Y1"93.001 27.0023-GX3/4"103.001 30.00Y3/4"103.001 30.00

ACERO DE SOPORTE (CABALLETE)x m2area parael acero en platea en bloque B2,B3,B5X + Y1/2"21.54397.53 13,192.59 para el acero en platea en sala bindadasX + Y1/2"22.5240.24 1,201.20 TOTALESM32263.80M2302.83ML0.00.014,393.791,486.9082,449.13919.50KG14,249.862,304.70181,388.083,650.42201,593.04% DE DESPERDICIOS5%0%% DE DESPERDICIOS5%7%8%10%2,376.99302.8314,962.352,466.02195,899.124,015.46217,342.95

&P de &N

PEDESTALHOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU02ESTRUCTURAS02.03OBRAS DE CONCRETO ARMADO

DescripcinCONCRETOENCOFRADO Y DESENCOFRADOACERONDimensionesDimensionesDimensiones0.250.560.991.552.23.97TOTALPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongAlturaParcialSENTIDODN. ElemLongitudN Vec.1/4"3/8"1/2"5/8"3/4"1"perimetElemento0PEDESTALES0CONCRETO PEDESTALES FC= 280 KG/CM20ENCOFRADO Y DESENCOFRADO DE PEDESTALES0ACERO CORRUGADO PEDESTALES FY=4200 Kg/cm2.SECTOR Barea10,10' - B14.311.000.41.721.0010.60.44.24X5/8"56.05130.25 Y5/8"212.80158.80 12,13 - B14.591.000.41.841.0010.850.44.34 X5/8"56.33131.63 Y5/8"222.80161.60 19,20 - B14.001.000.401.601.0010.150.44.06 X5/8"56.05130.25 Y5/8"212.78158.28 21- B12.781.000.401.111.007.650.43.06 X5/8"44.80119.20 Y5/8"152.78141.63 22,22'- B14.001.000.401.601.0010.150.44.06 X5/8"56.05130.25 Y5/8"212.78158.28 9-C11.811.000.400.721.005.400.402.16 X5/8"83.20125.60 Y5/8"73.40123.80 10 10-C12.701.000.401.081.006.600.402.64 X5/8"83.75130.00 Y5/8"103.45134.50 11-C17.111.000.402.841.0014.500.405.80 X5/8"223.10168.20 Y5/8"67.75146.50 X15/8"83.40127.20 Y25/8"23.4016.80 12 13-C12.701.000.401.081.006.600.402.64 X5/8"83.75130.00 Y5/8"103.45134.50 14-C12.241.000.400.901.006.000.402.40 X5/8"83.55128.40 Y5/8"93.35130.15 15-C13.051.000.401.221.007.600.403.04 X5/8"64.60127.60 Y5/8"143.10143.40 16-C11.811.000.400.721.005.400.402.16 X5/8"73.40123.80 Y5/8"83.20125.60 17-C11.811.000.400.721.005.400.402.16 X5/8"73.40123.80 Y5/8"83.20125.60 18-C12.591.000.401.041.006.800.402.72 X5/8"64.20125.20 Y5/8"123.10137.20 19 20-C13.301.000.401.321.007.400.402.96 X5/8"123.45141.40 Y5/8"84.15133.20 21-C12.361.000.400.941.006.400.402.56 X5/8"64.00124.00 Y5/8"113.10134.10 23-C12.361.000.400.941.006.400.402.56 X5/8"113.10134.10 Y5/8"64.00124.00 24 25-C12.761.000.401.101.007.150.402.86 X5/8"133.08139.98 Y5/8"64.40126.40 9-D15.301.000.402.121.0011.500.404.60 X5/8"66.55139.30 Y5/8"243.10174.40 11-D16.781.000.402.711.0014.100.405.64 X5/8"213.10165.10 Y5/8"67.25143.50 X15/8"63.70122.20 Y25/8"23.1016.20 Y35/8"23.1016.20 12 13-D17.911.000.403.161.0011.710.404.68 X5/8"45.15120.60 Y5/8"45.30121.20 X VARIABLE5/8"148.22148.22 Y VARIABLE5/8"144.47144.47 14-D12.881.000.401.151.007.300.402.92 X5/8"133.10140.30 Y5/8"64.45126.70 15-D116.721.000.406.691.0016.250.406.50 X5/8"116.35169.85 Y5/8"223.90185.89 X VARIABLE5/8"151.70151.70 Y VARIABLE5/8"163.06163.06 16-D13.851.000.401.541.008.400.403.36 X5/8"74.80133.60 Y5/8"153.30149.50 17-D116.721.000.406.691.0016.250.406.50 X5/8"116.35169.85 Y5/8"223.90185.89 X VARIABLE5/8"151.70151.70 Y VARIABLE5/8"163.06163.06 18-D12.871.000.401.151.007.300.402.92 X5/8"133.10140.30 Y5/8"64.45126.70 19 20-D114.311.000.405.721.0014.940.405.98 X VARIABLE5/8"1114.361114.36 Y5/8"47.55130.20 Y VARIABLE5/8"156.38156.38 21-D11.671.000.400.671.005.200.402.08 X5/8"63.40120.40 Y5/8"83.10124.80 22 22-D19.411.000.403.761.0012.540.405.02 X VARIABLE5/8"185.86185.86 Y5/8"46.45125.80 Y VARIABLE5/8"143.26143.26 23-D12.361.000.400.941.006.400.402.56 X5/8"113.10134.10 Y5/8"64.00124.00 24 25-D14.751.000.401.901.006.300.402.52 X5/8"203.00160.00 Y5/8"65.75134.50 9-E11.811.000.400.721.005.400.402.16 X5/8"83.20125.60 Y5/8"73.40123.80 12-13-E13.681.000.401.471.008.700.403.48 X5/8"173.10152.70 Y5/8"65.15130.90 14-E12.411.000.400.961.006.500.402.60 X5/8"113.10134.10 Y5/8"64.05124.30 15-E15.001.000.402.001.0011.000.404.40 X5/8"223.10168.20 Y5/8"66.30137.80 17-E16.471.000.42.591.0010.980.404.39 X VARIABLE5/8"172.66172.66 Y5/8"46.25125.00 Y VARIABLE5/8"120.68120.68 18-E12.411.000.400.961.006.500.402.60 X5/8"113.10134.10 Y5/8"64.05124.30 19 20-E13.681.000.41.471.008.700.403.48 X5/8"173.10152.70 Y5/8"65.15130.90 22 22-E11.661.000.400.661.005.200.402.08 X5/8"83.10124.80 Y5/8"63.40120.40 23-E12.361.000.400.941.006.400.402.56 X5/8"113.10134.10 Y5/8"64.00124.00 24 25-E11.121.000.400.451.004.450.401.78 X5/8"82.73121.80 Y5/8"43.40113.60 14-F12.471.000.400.991.006.600.402.64 X5/8"113.10134.10 Y5/8"64.10124.60 15-F116.721.000.406.691.0016.250.406.50 X5/8"116.35169.85 Y5/8"223.90185.89 X VARIABLE5/8"151.70151.70 Y VARIABLE5/8"163.06163.06 16-F13.851.000.401.541.008.400.403.36 X5/8"74.80133.60 Y5/8"153.30149.50 17-F116.721.000.406.691.0016.250.406.50 X5/8"116.35169.85 Y5/8"223.90185.89 X VARIABLE5/8"151.70151.70 Y VARIABLE5/8"163.06163.06 18-F12.471.000.400.991.006.600.402.64 X5/8"113.10134.10 Y5/8"64.10124.60 19 20-F112.861.000.405.141.0015.340.406.14 X VARIABLE5/8"1112.191112.19 Y5/8"47.85131.40 Y VARIABLE5/8"162.90162.90 21-F14.251.000.401.701.009.700.403.88 X5/8"193.20160.80 Y5/8"75.65139.55 22 22-F16.221.000.402.491.0010.250.404.10 X5/8"44.80119.20 Y5/8"44.80119.20 X VARIABLE5/8"138.10138.10 Y VARIABLE5/8"138.10138.10 23-F16.671.000.402.671.0013.900.405.56 X5/8"67.75146.50 Y5/8"303.10193.00 24 25-F12.061.000.400.821.006.000.402.40 X5/8"93.10127.90 Y5/8"43.80115.20 X15/8"12.7312.73 Y25/8"23.6117.22 14-G11.811.000.400.721.005.400.402.16 X5/8"83.20125.60 Y5/8"73.40123.80 15-G12.131.000.400.851.006.000.402.40 X5/8"63.80122.80 Y5/8"103.10131.00 16-G12.131.000.400.851.006.000.402.40 X5/8"63.80122.80 Y5/8"103.10131.00 17-G12.871.000.401.151.007.300.402.92 X5/8"64.45126.70 Y5/8"133.10140.30 18-G11.811.000.400.721.005.400.402.16 X5/8"83.20125.60 Y5/8"73.40123.80 21-G11.661.000.400.661.005.200.402.08 X5/8"83.40127.20 Y5/8"83.40127.20 22-G12.411.000.400.961.006.500.402.60 X5/8"84.05132.40 Y5/8"113.40137.40 23-G12.361.000.400.941.006.400.402.56 X5/8"113.10134.10 Y5/8"64.00124.00 24 25-G14.321.000.401.731.0010.150.404.06 X5/8"32.7318.18 Y5/8"45.88123.50 X15/8"183.10155.80 Y25/8"25.35110.70 16-H11.661.000.400.661.005.200.402.08 X5/8"63.40120.40 Y5/8"83.10124.80 TOTALESM3111.94M2210.36ML0.00.00.05,649.320.00.0KG0.08,756.440.00.08,756.44% DE DESPERDICIOS5%% DE DESPERDICIOS0%% DE DESPERDICIOS3%5%7%8%10%117.54210.360.00.09,369.400.00.09,369.40

&P de &N

ZAPATAS vHOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU02ESTRUCTURAS02.03OBRAS DE CONCRETO ARMADO

DescripcinCONCRETOENCOFRADO Y DESENCOFRADOACERONDimensionesDimensionesDimensiones0.250.560.991.552.23.97TOTALPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.LongAlturaParcialFORMADN. ElemLongitudN Vec.1/4"3/8"1/2"5/8"3/4"1"EJEperimetElemento02.03.01.01CONCRETO EN ZAPATAS F`C = 280 KG/CM2 02.03.01.02ZAPATAS ACERO DE REFUERZO Fy=4200 kg/cm2SECTOR ALA-5111.713.100.6021.78X5/8"783.502 546.00 Y5/8"2112.112 508.62 14.351.800.604.705/8"295.402 313.20 5/8"124.752 114.00 refuerzo adicional3/4"325.922 378.88 empalme 1m5/8"211.002 42.00 Eje C8ZA-713.505.300.6011.13X5/8"245.201 124.80 Y5/8"363.401 122.40 EJE F-7ZA-1412.957.550.6013.36X5/8"503.451 172.50 Y5/8"207.451 149.00 Z-1161.201.200.6013.825/8"71.2016 134.40 5/8"71.2016 134.40 Z-261.401.400.607.065/8"81.406 67.20 5/8"81.406 67.20 Z-331.601.600.604.615/8"91.603 43.20 5/8"91.603 43.20 Z-421.201.850.602.665/8"71.852 25.90 5/8"111.202 26.40 Z-511.401.700.601.435/8"81.701 13.60 5/8"101.401 14.00 Z-621.701.700.603.475/8"101.702 34.00 5/8"101.702 34.00 Z-741.851.850.608.215/8"111.854 81.40 5/8"111.854 81.40 Z-831.001.000.601.805/8"61.003 18.00 5/8"61.003 18.00 Z-912.002.000.602.405/8"112.001 22.00 5/8"112.001 22.00 Z-1031.503.000.608.105/8"93.003 81.00 5/8"161.503 72.00 Z-1111.503.250.602.935/8"93.251 29.25 5/8"181.501 27.00 Z-1211.503.400.603.065/8"93.401 30.60 5/8"181.501 27.00 Z-1321.203.000.604.325/8"73.002 42.00 5/8"161.202 38.40 Z-1411.303.000.602.345/8"83.001 24.00 5/8"161.301 20.80 Z-1511.603.500.603.365/8"93.501 31.50 5/8"191.601 30.40 Z-1711.802.100.602.275/8"102.101 21.00 5/8"121.801 21.60 Z-1811.103.300.602.185/8"73.301 23.10 11.102.850.601.885/8"181.101 19.80 5/8"72.851 19.95 5/8"161.101 17.60 PLACAS ASCENSOR SECTOR A ZAPATA14.003.900.812.48Longitud. Sup e inf.5/8"546.101 329.40 Transvers. Sup. e inf.5/8"526.201 322.40 SECTOR B I-10ZB-714.703.300.609.31X5/8"334.601 151.80 -12.961.000.3-0.89Y5/8"223.201 70.40 -119.201.000.30-5.76Y5/8"163.0012 576.00 I-22ZB-1414.703.000.68.46X5/8"314.601 142.60 -12.921.000.30-0.88Y5/8"162.901 46.40 SECTOR B SECTOR B1 Y B4 Z-1911.503.000.602.705/8"93.001 27.00 5/8"161.501 24.00 Z-2032.502.500.6011.255/8"142.503 105.00 5/8"142.503 105.00 Z-20'22.902.500.608.705/8"162.502 80.00 5/8"142.902 81.20 Z-2242.302.300.6012.705/8"132.504 130.00 5/8"132.304 119.60 Z-2722.523.300.609.985/8"143.302 92.40 5/8"182.522 90.72 Z-28122.202.200.6034.855/8"122.2012 316.80 5/8"122.2012 316.80 Z-3311.504.000.603.605/8"94.001 36.00 5/8"211.501 31.50 Z-33"11.604.150.603.985/8"94.151 37.35 5/8"221.601 35.20 PLACAS ESCALERA 7 ZAPATA18.607.150.849.19Longitud. Sup e inf.5/8"1169.351 1,084.60 Transvers. Sup. e inf.5/8"9610.801 1,036.80 SECTOR C Z-0151.001.000.402.001/2"51.005 25.00 1/2"51.005 25.00 SECTOR D Eje 25' a 26'Zt-140.800.800.401.021/2"51.074 21.40 1/2"51.074 21.40 SECTOR E Z-1E241.001.000.6014.401/2"51.0024 120.00 1/2"51.0024 120.00 SECTOR F Eje A-28"Z-1F11.151.300.400.60Y1/2"61.301 7.80 X1/2"61.151 6.90 Eje A-29'Z-2F11.551.250.400.78Y1/2"61.251 7.50 X1/2"71.551 10.85 Eje A, A'-30Z-3F21.201.400.401.34Y1/2"71.402 19.60 X1/2"61.202 14.40 Eje A'-28"Z-4F11.151.400.400.64Y1/2"71.401 9.80 X1/2"61.151 6.90 Eje A'-29'Z-5F11.551.200.400.74Y1/2"61.201 7.20 X1/2"71.551 10.85 Eje B'-28"Z-6F11.651.100.400.73Y1/2"51.101 5.50 X1/2"81.651 13.20 Eje B'-29"Z-7F11.201.500.400.72Y1/2"71.501 10.50 X1/2"61.201 7.20 Eje B'-30 & C'-29'Z-8F21.601.150.401.47Y1/2"61.152 13.80 X1/2"71.602 22.40 Eje C'-28"Z-9F11.252.750.401.38Y1/2"122.751 33.00 X1/2"61.251 7.50 Eje C'-30Z-10F11.552.350.401.46Y1/2"102.351 23.50 X1/2"71.551 10.85 TOTALESM3313.82ML0.00.0582.058,938.79378.880.0KG576.2313,855.12833.5415,264.890%% DE DESPERDICIOS5%% DE DESPERDICIOS3%5%7%8%10%0.0329.510.0605.0414,824.98900.220.016,330.24

&P de &N

COLUMNAS (2)HOJA DE METRADOS

PROYECTO: IMPLEMENTACION DEL INSTITUTO REGIONAL DE ENFERMEDADES NEOPLASICAS DE LA MACRO REGION DEL CENTRO DEL PERU02ESTRUCTURAS02.03OBRAS DE CONCRETO ARMADODescripcinCONCRETOENCOFRADO Y DESENCOFRADOACERONDimensionesDimensionesDimensiones0.250.560.991.552.23.97TOTALPart.Nro Vec.LongitudAnchoAlturaParcialNro Vec.Long-PerimAlturaParcialFORMADN. ElemLongitudN Vec.1/4"3/8"1/2"5/8"3/4"1"Elemento02.03.03COLUMNAS02.03.03.01COLUMNAS CONCRETO F`C = 280 KG/CM2 02.03.03.03COLUMNAS ENCOFRADO Y DESENCOFRADO 02.03.03.05COLUMNAS - ACERO DE REFUERZO Fy=4200 kg/cm2SECTOR ASUBSECTOR A-3CA-1EJE A-7SOTANO, PRIMER Y SEGUNDO PISO11.250.3012.254.590.3813.7012.2545.33Verticales5/8"2413.331 319.80 10.300.3012.251.10 Horizontales sotano +1er P (h=7.35)3/8"424.981 208.16 Horizontales 1er. P tipo "C"3/8"410.981 39.98 Horizontales 2do. P (h=3.4)3/8"254.981 124.50 Horizontales 2do. P tipo "C"3/8"250.981 24.50 empalme 15/8"241.001 24.00 CA-2 Eje entre A & B-3,4SOTANO, PRIMER, Y SEGUNDO PISO20.300.3012.252.2121.2012.2529.40Verticales 5/8"613.332 159.90 Horizontales sotano +1er P (h=7.35)3/8"421.122 93.63 Horizontales 2do. P (h=3.4)3/8"251.122 56.00 Eje 3 y 4, entre D y E'PRIMER Y SEGUNDO PISO30.300.308.852.3931.208.8531.86Verticales 5/8"610.233 184.05 Horizontales 1er P (h=3.4)3/8"321.123 107.52 Horizontales 2do. P (h=3.4)3/8"251.123 84.00 empalme 15/8"61.001 6.00 CA-2 VIENE DE PLATEA Eje 8 - B/CSOTANO Y PRIMER PISO20.300.309.551.7221.209.5522.92Verticales 5/8"610.932 131.10 Horizontales sotano +1er P (h=7.35)3/8"481.122 107.07 CA-3 Eje B, D - 3PRIMER Y SEGUNDO PISO20.600.308.853.1921.808.8531.86Vertical5/8"1210.232 245.40 Horizontales 1er. P (h=3.4)3/8"321.722 110.08 Horizontal 1er P tipo "C"3/8"310.462 28.52 Horizontales 2do. P (h=3.4)3/8"251.722 86.00 Horizontal 2do P tipo "C"3/8"250.462 23.00 empalme 15/8"121.002 24.00 CA-4 Eje B-7SOTANO,PRIMER Y SEGUNDO PISO10.600.3012.252.2111.8012.2522.05Vertical5/8"1213.331 159.90 Horizontales sotano +1er P (h=7.35)3/8"421.721 71.90 Horizontal 1er P tipo "C"3/8"410.461 18.77 Horizontales 2do. P (h=3.4)3/8"251.721 43.00 Horizontal 2do P tipo "C"3/8"250.461 11.50 empalme 15/8"121.001 12.00 Eje B-5,6 & Eje C-4,5,6PRIMER Y SEGUNDO PISO50.600.308.857.9751.808.8579.65Verticales5/8"1010.235 511.25 Horizontales 1er. P (h=3.4)3/8"321.725 275.20 Horizontal 1er P tipo "C"3/8"310.465 71.30 Horizontales 2do. P (h=3.4)3/8"251.725 215.00 Horizontal 2do P tipo "C"3/8"250.465 57.50 empalme 15/8"101.005 50.00 CA-5 Eje C-7PRIMER Y SEGUNDO PISO10.600.308.851.5911.808.8515.93Vertical5/8"1610.231 163.60 Horizontales 1er. P (h=3.4)3/8"321.721 55.04 Horizontal 1er P tipo "C"3/8"310.461 14.26 Horizontales 2do. P (h=3.4)3/8"251.721 43.00 Horizontal 2do P tipo "C"3/8"250.461 11.50 empalme 15/8"161.001 16.00 CA-6 Eje E' -6PRIMER , SEGUNDO Y TERCER PISO10.600.3014.52.6111.8014.5026.10Verticales5/8"1415.881 222.25 10.300.3014.51.3111.2014.5017.40 Horizontales 1er. P (h=3.4)3/8"323.441 110.08 Horizontales 2do. P (h=3.4)3/8"253.441 86.00 Horizontales 3er. P (2.75)3/8"213.441 72.24 Horizontales atico (h=1.45)3/8"153.441 51.60 empalme 15/8"141.001 14.00 CA-7 Eje E'-7PRIMER , SEGUNDO Y TERCER PISO11.600.3012.355.9313.8012.3546.93Verticales3/4"1613.731 219.60 Verticales1/2"813.731 109.80 Horizontales 1er. P (h=3.4)3/8"213.341 70.14 Horizontales 1er. P (h=3.4)3/8"301.251 37.50 Horizontal 1er P tipo "C"3/8"290.461 13.34 Horizontales 2do. P (h=3.4)3/8"143.341 46.76 Horizontales 2do. P (h=3.4)3/8"231.251 28.75 Horizontal 2do P tipo "C"3/8"230.461 10.58 Horizontales 3er. P (h=2.75)3/8"113.341 36.74 Horizontales 3er. P (h=2.75)3/8"191.251 23.75 Horizontal 2do P tipo "C"3/8"190.461 8.74 empalme 13/4"161.000 0.00 empalme 21/2"81.001 8.00 COLUMNAS ESCALERA N11 CA-2 Eje 7 entre B & CVIENE DESDE LOSA LA-120.300.308.001.4421.208.0019.20Verticales 5/8"69.232 110.70 Horizontales sotano +1er P (h=3.95)3/8"441.122 98.11 CE2 VIENE DESDE LOSA LA120.230.308.001.1021.068.0016.96Verticales 3/4"69.232 110.70 Horizontales sotano +1er P (h=3.95)3/8"441.102 96.36 CE1 HASTA DESCANSO NPT +4.8510.400.404.900.7811.604.907.84Verticales 3/4"126.131 73.50 Horizontales 1er P (h=3.95)3/8"281.641 45.92 HASTA DESCANSO NPT +2.810.400.402.900.4611.602.904.64Verticales 3/4"124.131 49.50 Horizontales 1er P (h=1.95)3/8"171.641 27.88 COLUMNAS ESCALERA N16 CE1 HASTA DESCANSO NPT +6.2110.400.406.261.0011.606.2610.02Verticales 3/4"127.491 89.82 Horizontales 1er P (h=6.26)3/8"391.641 63.96 CE1 HASTA DESCANSO NPT +3.4810.400.403.430.5511.603.435.49Verticales3/4"124.811 57.66 Horizontales 1er. P3/8"281.521 42.56 Horizontales 1er. P tipo "C"3/8"272.241 60.48 SUBSECTOR A-2 CA-4 Eje E-7PRIMER, SEGUNDO Y TERCER PISO10.600.30122.1611.8012.0021.60Verticales5/8"1013.471 134.65 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"271.721 46.44 Horizontales 2do. P tipo "C"3/8"250.461 11.50 Horizontales 3er. P3/8"211.721 36.12 Horizontales 3er. P tipo"C"3/8"210.461 9.66 Eje F-5PRIMER Y SEGUNDO PISO10.600.308.551.5411.808.5515.39Verticales5/8"1010.231 102.25 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"251.721 43.00 Horizontales 2er. P tipo "C"3/8"250.461 11.50 Eje H-7PRIMER, SEGUNDO Y TERCER PISO + 4TO NIVEL10.600.3016.953.0511.8016.9530.51Vertical5/8"1018.631 186.25 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"271.721 46.44 Horizontales 2er. P tipo "C"3/8"250.461 11.50 Horizontales 3er. P3/8"231.721 39.56 Horizontales 3er. P tipo "C"3/8"210.461 9.66 Horizontales 4to. P3/8"291.721 49.88 Horizontales 4to. P tipo "C"3/8"290.461 13.34 CA-5 Eje F-6PRIMER, SEGUNDO Y TERCER PISO,ATICO10.600.3014.152.5511.8014.1525.47Vertical5/8"1615.881 254.00 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"271.721 46.44 Horizontales 2er. P tipo "C"3/8"250.461 11.50 Horizontales 3er. P3/8"231.721 39.56 Horizontales 3er. P tipo "C"3/8"210.461 9.66 Horizontales atico3/8"151.721 25.80 Horizontales atico tipo "C"3/8"150.461 6.90 Eje H-4,5PRIMER Y SEGUNDO PISO20.600.308.553.0821.808.5530.78Vertical5/8"1610.232 327.20 Horizontales 1er. P3/8"321.722 110.08 Horizontales 1er. P tipo "C"3/8"310.462 28.52 Horizontales 2do. P3/8"251.722 86.00 Horizontales 2er. P tipo "C"3/8"250.462 23.00 CA-8 Eje E-4PRIMER Y SEGUNDO PISO10.300.308.550.7711.208.5510.26Vertical3/4"610.231 61.35 Horizontales 1er. P3/8"321.121 35.84 Horizontales 2do. P3/8"251.121 28.00 CA-9 Eje E-6PRIMER, SEGUNDO Y TERCER PISO, ATICO10.600.3014.152.5511.8014.1525.47Vertical3/4"1415.881 222.25 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"271.721 46.44 Horizontales 2do. P tipo "C"3/8"250.461 11.50 Horizontales 3er. P3/8"231.721 39.56 Horizontales 3er. P tipo"C"3/8"210.461 9.66 Horizontales atico3/8"151.721 25.80 Horizontales atico tipo "C"3/8"150.461 6.90 CA-10 Eje H-6PRIMER, SEGUNDO Y TERCER PISO + 4TO NIVEL10.600.3014.752.6611.8014.7526.55Vertical5/8"1616.831 269.20 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"310.461 14.26 Horizontales 2do. P3/8"271.721 46.44 Horizontales 2er. P tipo "C"3/8"250.461 11.50 Horizontales 3er. P3/8"231.721 39.56 Horizontales 3er. P tipo "C"3/8"210.461 9.66 Horizontales 4to. P3/8"181.721 30.96 Horizontales 4to. P tipo "C"3/8"180.461 8.28 CA-11 Entre H e I - 4,5,6PRIMER Y SEGUNDO PISO30.550.308.554.2331.718.5543.86Verticales5/8"1310.233 398.78 Horizontales 1er. P3/8"32164.003 15,744.00 Horizontales 1er. P tipo "C"3/8"310.463 42.78 Horizontales 2do. P3/8"25164.003 12,300.00 Horizontales 2er. P tipo "C"3/8"250.463 34.50 SUBSECTOR A-1 CA-2 EJE H-2AUDITORIO10.300.304.70.4211.204.004.80Verticales 1er5/8"66.281 37.65 Horizontales 1er. P3/8"311.121 34.72 EJE I-1, IJ-1, IJ-2PRIMER PISO DEPOSITO30.300.303.450.9331.202.759.90Verticales 1er5/8"65.083 91.35 3 ColumnasHorizontales 1er. P3/8"251.123 84.00 CA-2 EJE H-3,4 & I-3AUDITORIO Y HALL30.300.304.71.2731.204.0014.40Verticales 1er5/8"66.283 112.95 3 ColumnasHorizontales 1er. P3/8"311.123 104.16 CA-4 EJE H,entre 3 y 4PRIMER PISO AUDITORIO10.600.3081.4411.807.3013.14Verticales5/8"106.281 62.75 Horizontales 1er. P3/8"321.721 55.04 Horizontales 1er. P tipo "C"3/8"330.461 15.18 Horizontales 2do. P3/8"251.721 43.00 Horizontales 2do. P tipo "C"3/8"250.461 11.50 CA-4 EJE I-4PRIMER PISO HALL10.600.304.70.8569.6311.804.007.20Verticales5/8"106.281 62.75 Horizontales 1er. P3/8"311.721 53.32 Horizontales 1er. P tipo "C"3/8"310.461 14.26 SECTORB SUBSECTOR B1 CB69 EJE H-10,11,12PRIMER Y SEGUNDO PISO30.300.609.355.0531.809.3550.49Verticales5/8"1010.733 321.75 Horizontales 1er. P3/8"341.403 142.80 Horizontales 1er. P3/8"341.403 142.80 Horizontales 2do. P3/8"251.403 105.00 Horizontales 2do. P3/8"251.403 105.00 EJE H-14ZOTANO , PRIMER Y SEGUNDO PISO10.300.6014.052.5311.8014.0525.29Verticales5/8"1015.031 150.25 Horizontales zotano3/8"351.401 49.00 Horizontales zotano3/8"351.401 49.00 Horizontales 1er. P3/8"271.401 37.80 Horizontales 1er. P3/8"271.401 37.80 Horizontales 2do. P3/8"251.401 35.00 Horizontales 2do. P3/8"251.401 35.00 CB70 EJE I-11,12PRIMER Y SEGUNDO PISO20.300.609.353.3710.9421.809.3533.66Verticales3/4"1210.732 257.40 Horizontales 1er. P3/8"341.402 95.20 Horizontales 1er. P3/8"341.402 95.20 Horizontales 2do. P3/8"251.402 70.00 Horizontales 2do. P3/8"251.402 70.00 SUBSECTOR B2.1 EJE B-8CB1 ZOTANO , PRIMER Y SEGUNDO PISO10.300.9014.053.790.2712.4014.0533.72Verticales1"415.031 60.10Verticales3/4"1015.031 150.25 Horizontales zotano3/8"371.701 62.90 Horizontales zotano3/8"371.701 62.90 Horizontales 1er. P3/8"291.701 49.30 Horizontales 1er. P3/8"291.701 49.30 Horizontales 2do. P3/8"271.701 45.90 Horizontales 2do. P3/8"271.701 45.90 ENTRE EJE B-8,9CB2 ZOTANO20.300.755.352.410.2322.105.3522.47Verticales1"66.082 72.90Verticales3/4"86.082 97.20 Horizontales zotano3/8"371.522 112.48 Horizontales zotano3/8"371.522 112.48 ENTRE EJE B-8,9CB3 ZOTANO10.301.205.351.930.3613.005.3516.05Verticales1"66.081 36.45Verticales3/4"66.081 36.45 Horizontales zotano3/8"372.921 108.04 Horizontales zotano tipo "C"3/8"361.381 49.68 EJE C,F-8CB-4 ZOTANO , PRIMER Y SEGUNDO PISO20.301.0014.058.430.3022.6014.0573.06Verticales1"1615.032 480.80Horizontales zotano3/8"251.942 97.00 Horizontales zotano3/8"251.942 97.00 Horizontales 1er. P3/8"291.942 112.52 Horizontales 1er. P3/8"291.942 112.52 Horizontales 2do. P3/8"271.942 104.76 Horizontales 2do. P3/8"271.942 104.76 EJE C,E-9CB-5 ZOTANO , PRIMER Y SEGUNDO PISO20.400.6014.056.740.2422.0014.0556.20Verticales3/4"1215.032 360.60 Horizontales zotano3/8"351.602 112.00 Horizontales zotano3/8"351.602 112.00 Horizontales zotano3/8"351.522 106.40 Horizontales 1er. P3/8"271.602 86.40 Horizontales 1er. P3/8"271.602 86.40 Horizontales 1er. P3/8"271.522 82.08 Horizontales 2do. P3/8"251.602 80.00 Horizontales 2do. P3/8"251.602 80.00 Horizontales 2do. P3/8"251.522 76.00 EJE C-10/F-9CB-6 ZOTANO , PRIMER Y SEGUNDO PISO20.300.6014.055.060.1821.8014.0550.58Verticales1"1015.032 300.50Horizontales zotano3/8"351.602 112.00 Horizontales zotano3/8"351.602 112.00 Horizontales 1er. P3/8"271.602 86.40 Horizontales 1er. P3/8"271.602 86.40 Horizontales 2do. P3/8"251.602 80.00 Horizontales 2do. P3/8"251.602 80.00 EJE D-9CB-7 SEGUNDO PISO10.300.604.10.7411.804.107.38Verticales3/4"104.351 43.50 (columna reducida en 2do piso)Horizontales 2do. P3/8"251.601 40.00 Horizontales 2do. P3/8"251.601 40.00 EJE E-8CB-8 ZOTANO , PRIMER Y SEGUNDO PISO10.300.6014.052.530.1811.8014.0525.29Verticales1"1215.031 180.30Horizontales zotano3/8"251.601 40.00 Horizontales zotano3/8"251.601 40.00 Horizontales 1er. P3/8"291.601 46.40 Horizontales 1er. P3/8"291.601 46.40 Horizontales 2do. P3/8"271.601 43.20 Horizontales 2do. P3/8"271.601 43.20 EJE C-10CB-9 ZOTANO , PRIMER Y SEGUNDO PISO10.300.6014.052.530.1811.8014.0525.29Verticales1"1015.031 150.25Horizontales zotano3/8"351.601 56.00 Horizontales zotano3/8"351.601 56.00 Horizontales 1er. P3/8"271.601 43.20 Horizontales 1er. P3/8"271.601 43.20 Horizontales 2do. P3/8"251.601 40.00 Horizontales 2do. P3/8"251.601 40.00 CB-10 EJE G-9/H-10PRIMER Y SEGUNDO PISO20.300.609.353.3721.809.3533.66Verticales1"1010.732 214.50Horizontales 1er. P3/8"341.602 108.80 Horizontales 1er. P3/8"341.602 108.80 Horizontales 2do. P3/8"251.602 80.00 Horizontales 2do. P3/8"251.602 80.00 CB-11 EJE G-10/H-9PRIMER Y SEGUNDO PISO20.300.609.353.3721.809.3533.66Verticales1"1210.732 257.40Horizontales 1er. P3/8"341.602 108.80 Horizontales 1er. P3/8"341.602 108.80 Horizontales 2do. P3/8"251.602 80.00 Horizontales 2do. P3/8"251.602 80.00 CB-12 EJE H-8PRIMER Y SEGUNDO PISO10.300.909.352.5212.409.3522.44Verticales1"2610.731 278.85Horizontales 1er. P5/8"471.341 62.98 Horizontales 1er. P5/8"471.341 62.98 Horizontales 1er. P5/8"471.481 69.56 Horizontales 2do. P5/8"351.341 46.90 Horizontales 2do. P5/8"351.341 46.90 Horizontales 2do. P5/8"351.481 51.80 CB-13 EJE H-8PRIMER Y SEGUNDO PISO10.301.359.353.7913.309.3530.86Verticales1"2810.731 300.30Horizontales 1er. P5/8"471.591 74.73 Horizontales 1er. P5/8"471.591 74.73 Horizontales 1er. P5/8"472.001 94.00 Horizontales 2do. P5/8"351.591 55.65 Horizontales 2do. P5/8"351.591 55.65 Horizontales 2do. P5/8"352.001 70.00 SUBSECTOR B2.2 CB-18 EJE G-10,11/H-12PRIMER Y SEGUNDO PISO30.300.609.355.0531.809.3550.49Verticales3/4"1010.733 321.75 Horizontales 1er. P3/8"341.603 163.20 Horizontales 1er. P3/8"341.603 163.20 Horizontales 2do. P3/8"251.603 120.00 Horizontales 2do. P3/8"251.603 120.00 CB-19 EJE G-12ZOTANO , PRIMER Y SEGUNDO PISO10.300.6014.052.530.1811.8014.0525.29Verticales3/4"1215.031 180.30 Horizontales zotano3/8"351.601 56.00 Horizontales zotano3/8"351.601 56.00 Horizontales 1er. P3/8"271.601 43.20 Horizontales 1er. P3/8"271.601 43.20 Horizontales 2do. P3/8"251.601 40.00 Horizontales 2do. P3/8"251.601 40.00 SUBSECTOR B2.3 CB-14 EJE B-11ZOTANO , PRIMER Y SEGUNDO PISO10.300.9014.053.790.2712.4014.0533.72Verticales1"1215.031 180.30Horizontales zotano3/8"371.601 59.20 Horizontales zotano tipo "C"3/8"361.381 49.68 Horizontales 1er. P3/8"291.601 46.40 Horizontales zotano tipo "C"3/8"291.381 40.02 Horizontales 2do. P3/8"271.601 43.20 Horizontales zotano tipo "C"3/8"271.381 37.26 CB-15 EJE C-10,12ZOTANO , PRIMER Y SEGUNDO PISO20.600.6014.0510.120.3622.4014.0567.44Verticales1"1215.032 360.60Horizontales zotano3/8"352.322 162.40 Horizontales zotano3/8"351.692 118.30 Horizontales zotano3/8"351.692 118.30 Horizontales 1er. P3/8"272.322 125.28 Horizontales 1er. P3/8"271.692 91.26 Horizontales 1er. P3/8"271.692 91.26 Horizontales 2do. P3/8"252.322 116.00 Horizontales 2do. P3/8"251.692 84.50 Horizontales 2do. P3/8"251.692 84.50 EJE C-11CB-16 SEGUNDO PISO10.600.604.11.4812.404.109.84Verticales1"124.351 52.20(columna reducida en 2do piso)Horizontales 2do. P3/8"252.321 58.00 Horizontales 2do. P3/8"251.691 42.25 Horizontales 2do. P3/8"251.691 42.25 EJE D-11CB-17 SEGUNDO PISO10.600.904.12.2113.004.1012.30Verticales1"84.351 34.80(columna reducida en 2do piso)Horizontales 2do. P3/8"271.811 48.76 Horizontales 2do. P3/8"271.811 48.76 SUBSECTOR B3 Eje B -14CB20 SOTANO,PRIMER Y SEGUNDO PISO10.301.304.951.930.3913.204.9515.84Verticales sotano1"66.331 37.95Verticales sotano3/4"106.331 63.25 Horizontal Sotano+1P1/2"563.241 181.44 Horizontal 2P3/8"263.241 84.24 Horiz. Cimiento 1/2"83.241 25.92 Horizontal tipo "C"3/8"562.451 137.20 TERCER PISO10.300.653.40.6611.903.406.46Verticales 3P1"64.151 24.90Verticales 3P3/4"64.151 24.90 Hori