Download - METRADOS_PONTON LA ESPERANZA.xls

CONCRETOHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.06 CONCRETOVEREDA.25 0.60.05VEREDA0.10ALTOANCHOLARGOVOLUMENNo. VECESVOLUMEN0.150.250.7913.502.652.005.300.200.20LOSALOSAALTOANCHOLONGITUDVOLUMENNo. VECESVOLUMEN0.209.3013.5025.111.0025.11VIGAALTOANCHOLONGITUDVOLUMENNo. VIGASVOLUMEN0.700.5013.504.734.0018.920.100.0513.500.078.000.5619.48VIGA DIAFRAGMAALTOANCHOLONGITUDVOLUMENNo. VIGASVOLUMEN0.600.259.301.403.004.20LOSA DE APROXIMACION (2)ALTOANCHOLONGITUDVOLUMENNo. VECESVOLUMEN0.209.304.508.372.0016.74SOLADO - LOSA DE APROXIMACION (2)ALTOANCHOLONGITUDVOLUMENNo. VECESVOLUMEN0.0759.304.102.862.005.72Total5.72VEREDA EN LOSA DE APROXIMACIONALTOANCHOLONGITUDVOLUMENNo. VECESVOLUMEN0.250.884.500.994.003.96Total3.96UA EN LOSA DE APROXIMACIONALTOANCHOLONGITUDVOLUMENNo. VECESVOLUMEN0.200.239.300.422.000.840.050.239.300.102.000.20Total1.04SOLADO ZAPATAESPESORANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMEN0.0753.803.003.402.750.702.001.400.0752.053.800.292.000.580.07510.568.159.364.202.951.002.95Total4.93ZAPATAESPESORANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMEN0.703.803.003.402.756.552.0013.100.702.053.802.732.005.460.7010.568.159.364.2027.501.0027.50Total46.060,72ALA0.45ALTOANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMEN2,20h0=4.405.400.500.250.383.787.652.0015.30h1h1=6.405.400.200.103.782.042.004.08h0hprom=5.406.600.500.250.380.611.512.003.024,406.600.200.250.230.610.912.001.82l0=0.72l1=0.49Total24.22lprom=0.61La .25 .25CABEZA DE ESTRIBO APOYO FIJOdDESCRIP.ALTOANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMENbA5 A4 .30La=0.525A10.2000.3500.7750.56259.901.111.001.11A3 .25b prom=0.9685A20.6000.77509.904.601.004.60.60A2 cc prom=0.8185A30.21850.25009.900.541.000.54.20A1d=0.20A40.2500.3000.5500.42509.300.991.000.99e=0.175A50.7500.25009.901.861.001.86.25 .35 eExtremos0.96850.30000.780.232.000.46Total9.56CABEZA DE ESTRIBO APOYO MOVILDESCRIP.ALTOANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMEN4.66La=0.54A10.2000.3500.7900.57009.901.131.001.13b prom=1.0185A20.6000.79009.904.691.004.69c prom=0.8185A30.19350.25009.900.481.000.48d=0.25A40.2500.3000.5500.42509.300.991.000.99e=0.19A50.8000.25009.901.981.001.98Extremos1.01850.30000.780.242.000.48Total9.75.70ESTRIBOALTOANCHO1ANCHO2PROMEDIOLONGITUDVOLUMENNo. VECESVOLUMEN4.660.3500.7000.52509.3022.751.0022.75Total22.75RESUMENDESCRIPCIONf'c=f'c=f'c=(Kg/cm2)280210100LOSA30.41VIGA18.92VIGA DIAFRAGMA4.20LOSA DE APROXIMACION21.74SOLADO LOSA DE APROXIMACION5.72SOLADO ZAPATA M.I.4.93SOLADO ZAPATA M.I.4.93ZAPATA M.I.46.06ZAPATA M.I.46.06ESTRIBO M.I.32.31ESTRIBO M.D.32.50ALAS DE ESTRIBO M.I.24.22ALAS ESTRIBO M.D.24.22CONCRETO75.27113.2515.58CONCRETO BAJO AGUA92.12

&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.

ACEROHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.05 ACERO DE REFUERZOREFUERZO EN LA LOSATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTO1234568991/24.509.00L1.205/810.271 1/65767.001/33.006.009.009.221/42.254.506.759.001/51.803.605.407.209.009.221/61.503.004.506.007.509.001/81.132.253.384.505.636.759.00L20.155/810.171 1/65868.001/91.002.003.004.005.006.008.00L30.151/213.71 5/92438.0012.9012.90L40.151/213.71 5/91829.000.79L50.39 0.391/21.822/96214.000.25L60.393/81.361/66411.000.1913.40L73/813.41 3/62842.00269REFUERZO EN VIGAS (4)TIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTO13.40V10.401"1622040.00Traslape 1.80 m13.4V21"15.222040.00Traslape de 1.809V31"912020.0013.4V45/8"14.051 2/32440.00Traslape de 0.6513.4V53/4"14.921224.000.40Traslape de 0.70.10V60.811/2"2.781/3340114.000.42278REFUERZO EN VIGAS DIAFRAGMA (3)TIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTO7.00D10.303/4"7.68/9999.22D20.155/8"10.171 1/867Traslape 0.65 m7.00D31/2"77/9650.10D40.573/8"1.721/59920Promedio0.1941REFUERZO EN LA LOSA DE APROXIMACIONTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTOLA10.155/8"4.21/230153.93.9LA20.155/8"4.21/23618LA31/2"9126269.009.20LA4.255/8"10.31 1/645Traslape 0.65 mLA50.303/81.241/63660.150.80.40 0.38LA63/81.781/53060.204.31LA80.153/8"4.617/1264Traslape 0.65 m48.00REFUERZO EN ZAPATASTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTO123456891/24.509.001/33.006.009.00Z10.405/84.451/260301/42.254.506.759.004.051/51.803.605.407.209.001/61.503.004.506.007.509.001/81.132.253.384.505.636.759.009.851/91.002.003.004.005.006.008.00Z25/8"10.51 1/62833Traslape 0.654.05Z30.401"4.451/254274.68Z45/8"4.683/520124.204.21/221.03.32/520.83.302.62/720.672.22/620.252.602.2015Z5VARIABLE5/8"2.851/320.672.951/320.673.001/320.673.053/820.83.153/820.83.203/820.83.253/820.83.353/820.83.402/520.83.452/520.83.552/520.83.602/520.83.704/920.843.754/920.843.804/920.863.904/920.883.954/920.884.001/2214.051/2214.101/2214.201/22118Z6VARIABLE5/8"2.851/320.72.951/320.73.001/320.73.052/520.753.152/520.753.202/520.7553.303/821Z8VARIABLE3/4"3.402/5213.502/5213.602/5213.701/2213.801/2216Z9VARIABLE5/8"3.904/920.883.954/920.884.051/2214.151/2214.251/2215139.0REFUERZO EN ALATIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTOA1VARIABLE3/8"5.103/51810.84.401/221.653.921/2213.373/820.82.811/320.71.851/520.51.691/520.41.142/920.416A2VARIABLE1/2"5.602/3149.344.361/221.653.701/2213.032/520.82.362/720.61.691/520.41.031/820.314A35/8"5.053/510.65.223/510.65.422/310.80.71428571435.612/310.80.65.802/310.75.46.002/310.76.75VARIABLE6.193/410.86.383/410.86.756.573/410.86.777/910.86.967/910.80.409A45/8"4.004/9125.43.600.406A53/4"5.582/310.670.1755.702/310.675.832/310.675.972/310.676.103/410.8VAR6.243/410.86.373/410.86.513/410.86.643/410.80.406.787/910.86.967/910.87.14/510.87.238/910.97.378/910.97.58/910.912A6VARIABLE3/8"5.103/51810.84.401/2213.921/2213.373/820.82.811/320.71.851/520.51.691/520.41.142/920.416A7VARIABLE1/2"5.602/3149.344.361/221.653.701/2213.032/520.82.362/720.61.691/520.41.031/820.314A85/8"5.033/510.65.223/510.65.422/310.85.612/310.85.802/310.76.002/310.7VARIABLE6.193/410.86.383/410.86.573/410.86.777/910.80.406.967/910.89A95/8"4.004/9125.43.600.406A103/4"5.586/910.70.1755.706/910.75.836/910.75.976/910.76.103/410.7VAR6.243/410.76.373/410.86.513/410.86.643/410.80.406.787/910.86.967/910.87.14/510.87.238/910.97.378/910.97.58/910.912114REFUERZO EN ESTRIBOTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTO3/4"6.512727E16.10.403/4"4.061/22713E23.660.40E365/8"62/334239.8E40.655/8"11.751 1/4151912.41 2/4152342Traslape de 0.65m.9.8E50.651/2"11.651 1/481012.41 2/5811.221.2Traslape de 0.55m.126.2REFUERZO EN PARAPETOTIPODESCRIPCIONLONG/PIEZABARRA/PIEZACANTIDADBARRASRESTOESTRIBO MARGEN IZQUIERDO0.601/2"2.871/34013.39122C10.2081.12522.25.25 .35 .17561.52351.823.642.2524.59.9332624.529C21/2"10.451 1/31013.49133Traslape 0.5581.12533.3750.7061.534.551.835.4C33/8"0.9251/9404.542.2536.7533390.4024.50091440.2081.12544.5C41/2"1.5751/540861.5460.4051.847.242.25499.9330024.500C51/2"10.451 1/622.4Traslape de 0.559.9C60.353/8"11.051 1/4810Traslape de 0.450.15C71/2"3.3872/532131.5685C81/2"1.51/61631.5C9.223/8"1.981/4123.670.44.22 0.39C101/2"1.871/41230.43ESTRIBO MARGEN DERECHO0.601/2"3.051/34013.3C10.20.25 .35 .199.9C21/2"10.451 1/31013.4Traslape 0.550.70C33/8"0.9251/9404.50.400.20C41/2"1.5751/54080.409.9C51/2"10.451 1/622.4Traslape de 0.559.9C60.353/8"11.051 1/4810Traslape de 0.450.15C71/2"3.2872/532131.5685C81/2"1.51/61631.5C9.223/8"1.981/4123.670.44.22 0.39C101/2"1.871/41230.43RESUMEN DE ARMADURADESCRIPCION3/8"1/2"5/8"3/4"1"Peso (Kg/m)0.5611.552.243.97LOSA53.081.0135.0VIGA114.040.024.0100.0VIGA DIAFRAGMA20.05.07.09.0LOSA DE APROXIMACION L.I.16.026.038.0LOSA DE APROXIMACION L.D.16.026.038.0ZAPATA106.06.027.0ZAPATA106.06.027.0ALAS L.I.32.028.030.024.0ALAS L.D.32.028.030.024.0ESTRIBO L.I11.265.040.0ESTRIBO L.D.11.265.040.0CABEZA ESTRIBO L.I.17.556.1CABEZA ESTRIBO L.D.17.556.1TOTAL VARILLAS204.0442.6660.0173.0154.0KG1028.23983.49207.03487.75502.4TOTAL23,208.66KG.65.923311.824131.8104.07


ENCOFRADOHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.03 ENCOFRADO Y DESENCOFRADODESCRIPCIONDESCRIPCIONLONG. 1LONG. 2LONG. PROM.ANCHOALTURANo. VECESTOTAL.25 0.60.05VEREDALADO EXTERIOR13.500.252.006.750.10LADO INTERIOR13.500.252.006.750.15TAPAS0.850.900.880.254.000.880.200.2014.38LOSAFONDO11.707.301.0085.41LATERAL 17.500.202.003.00LATERAL 213.500.202.005.4093.810.50VIGA.20FONDO13.500.504.0027.00.70LATERAL 113.500.708.0075.60TAPAS0.500.708.002.80105.40VIGA DIAFRAGMA.20FONDO7.500.253.005.63.40LATERAL 17.500.406.0018.00TAPAS0.250.406.000.600.2524.23ZAPATA13.830.701.009.6826.160.701.0018.3127.99ESTRIBO M.I.La .25 .25L19.304.66001.0043.34L10 dL29.304.67001.0043.43bL6 L9 .30La=0.525L39.300.32001.002.98L7 L8 .25b prom=0.9685L49.300.27001.002.51.60L5 cc prom=0.8185L59.300.60002.0011.16.20L3 L4d=0.20L69.300.96851.009.01e=0.175L79.300.21851.002.03.25 .35 eL89.300.35001.003.26L99.300.30001.002.79L109.300.20001.001.86122.374.66L1 L2La=0.54ESTRIBO M.D.b prom=1.0185L19.304.66001.0043.34c prom=0.8185L29.304.67001.0043.43d=0.25L39.300.32001.002.98e=0.19L49.300.28001.002.60L59.300.60002.0011.16L69.301.01851.009.47.70L79.300.21851.002.03L89.300.35001.003.26L99.300.30001.002.79L109.300.20001.001.86122.92ALADESCRIPCIONANCHO1ANCHO2PROMEDIOALTOLONGITUDNo. VECESVOLUMEN0,721.651.941.806.602.0023.710.450.501.182.001.182,20h0=4.4010.763.802.0081.80h1h1=6.40h0hprom=5.404,40106.69l0=0.72l1=0.49lprom=0.61LOSA DE APROXIMACION(2)9.30LATERAL 19.300.204.007.44LATERAL 24.500.204.003.604.50UA LATERAL0.450.200.330.204.000.26UA9.300.202.003.72LATERAL 3 (PESTAA)9.300.052.000.93.85 7.50 .85VEREDA4.500.258.009.00.05 .05TAPAS VEREDA0.850.900.880.258.001.7526.70RESUMEN DE METRADOS - ENCOFRADOSENCOFRADOCANTIDADM2LOSA93.81VIGA105.40VIGA DIAFRAGMA24.23VEREDA14.38LOSA DE APROXIMACION26.70ZAPATA55.98ALA (MI Y MD)213.38ESTRIBO M.I.122.37ESTRIBO M.D.122.92Encofrado bajo agua55.98Encofrado723.19VARIOS EN VEREDASDESCRIPCIONDESCRIPCIONUNIDAD/MLANCHOLONGITUDAREANo. VECESCANTIDAD.25 0.60.05LADRILLO0.100.30x0.30x0.155.0000.4513.5067.502.00135.000.15Desperdicios10.00%0.200.20TOTAL (UND)150.00


MOV DE TIERRASHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.13 BARANDAS METALICASDESCRIPCIONLONGITUDANCHOALTURANo. VECESTOTAL1.00PONTONML13.502.0027.002.00LOSA DE APROXIMACION M.I.ML4.002.008.003.00LOSA DE APROXIMACION M.D.ML4.002.008.00TOTAL ML43.00TUBOS DE FoGo d=4"ML86.00TUBOS DE FoGo d=3"ML43.00PLACHA DE Fo e=1/2"M21.66270MM x 220MMPernos d=1"Und112PLANCHA DE Fo e=3/8"ML29.4A=120 MMHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.01 04.06.02 EXCAVACIN NO CLASIFICADA PARA ESTRUCTURASDESCRIPCIONBASE1BASE2BASE PROM.ANCHONo. VecesAREAC.CIMENT.C.TERRENOALTOVOLUMENMARGEN IZQUIERDAA17.910.99.45.21.0048.881825.371830.795.42264.93A22.61.34.82.0012.481825.371830.795.4267.64A2A1A34.844.42.952.0025.961825.371830.795.42140.7A3MARGEN DERECHAA17.910.99.45.21.0048.881825.431830.525.09248.8A22.61.34.82.0012.481825.431830.525.0963.52A34.844.42.952.0025.961825.431830.525.09132.14Volumen Total917.73Excavacion No Clasificada367.09Excavacin Bajo Agua550.64Se considera que el 60% de Volumen a excavar es bajo aguaHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.10 RELLENO DE ESTRUCTURASDESCRIPCIONBASE1BASE2BASE PROM.ANCHONo. VecesAREAC.CIMENT.C.TERRENOALTOVOLUMENMARGEN IZQUIERDAZ17.910.99.45.21.0048.881825.371830.795.42264.93Volumen Zapata8.1510.569.3554.21.0039.290.7-27.50Volumen Estribo9.30.71.006.514.66-30.34Volumen Cabeza-Estribo-9.75Z22.61.34.82.0012.481825.371830.795.4267.64Z34.844.42.952.0025.961825.371830.795.42140.70Volumen Zapata3.833.42.752.0018.70.7-13.092.051.0253.82.007.790.7-5.45Volumen Ala0.50.250.3754.52.003.385.4-18.25MARGEN DERECHAZ17.910.99.45.21.0048.881825.431830.525.09248.80Volumen Zapata8.1510.569.3554.21.0039.290.7-27.50Volumen Estribo9.30.71.006.514.66-30.34Volumen Cabeza-Estribo-9.56Z22.61.34.82.0012.481825.431830.525.0963.52Z34.844.42.952.0025.961825.431830.525.09132.14Volumen Zapata3.833.42.752.0018.70.7-13.092.051.0253.82.007.790.7-5.45Volumen Ala0.50.250.3754.52.003.385.4-18.25Volumen Total709.16


BARANDAS (2)HOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.13 BARANDAS METALICASDESCRIPCIONLONGITUDANCHOALTURANo. VECESTOTAL1.00PONTONML13.502.0027.002.00LOSA DE APROXIMACION M.I.ML4.002.008.003.00LOSA DE APROXIMACION M.D.ML4.002.008.00TOTAL ML43.00TUBOS DE FoGo d=4"ML86.00TUBOS DE FoGo d=3"ML43.00PLACHA DE Fo e=1/2"M21.66270MM x 220MMPernos d=1"Und112PLANCHA DE Fo e=3/8"ML29.4A=120 MMHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.01 04.06.02 EXCAVACIN NO CLASIFICADA PARA ESTRUCTURASDESCRIPCIONBASE1BASE2BASE PROM.ANCHONo. VecesAREAC.CIMENT.C.TERRENOALTOVOLUMENMARGEN IZQUIERDAA17.910.99.45.21.0048.881825.371830.795.42264.93A22.61.34.82.0012.481825.371830.795.4267.64A2A1A34.844.42.952.0025.961825.371830.795.42140.7A3MARGEN DERECHAA17.910.99.45.21.0048.881825.431830.525.09248.8A22.61.34.82.0012.481825.431830.525.0963.52A34.844.42.952.0025.961825.431830.525.09132.14Volumen Total917.73Excavacion No Clasificada367.09Excavacin Bajo Agua550.64Se considera que el 60% de Volumen a excavar es bajo aguaHOJA DE METRADOS04.06.00 PONTON L = 13.00 m.04.06.10 RELLENO DE ESTRUCTURASDESCRIPCIONBASE1BASE2BASE PROM.ANCHONo. VecesAREAC.CIMENT.C.TERRENOALTOVOLUMENMARGEN IZQUIERDAZ17.910.99.45.21.0048.881825.371830.795.42264.93Volumen Zapata8.1510.569.3554.21.0039.290.7-27.50Volumen Estribo9.30.71.006.514.66-30.34Volumen Cabeza-Estribo-9.75Z22.61.34.82.0012.481825.371830.795.4267.64Z34.844.42.952.0025.961825.371830.795.42140.70Volumen Zapata3.833.42.752.0018.70.7-13.092.051.0253.82.007.790.7-5.45Volumen Ala0.50.250.3754.52.003.385.4-18.25MARGEN DERECHAZ17.910.99.45.21.0048.881825.431830.525.09248.80Volumen Zapata8.1510.569.3554.21.0039.290.7-27.50Volumen Estribo9.30.71.006.514.66-30.34Volumen Cabeza-Estribo-9.56Z22.61.34.82.0012.481825.431830.525.0963.52Z34.844.42.952.0025.961825.431830.525.09132.14Volumen Zapata3.833.42.752.0018.70.7-13.092.051.0253.82.007.790.7-5.45Volumen Ala0.50.250.3754.52.003.385.4-18.25Volumen Total709.16


RESUMEN DE METRADOSRESUMEN DE METRADOS04.06.00 PONTON ESPERANZAITEMDESCRIPCIONUNIDCANTIDADMOVIMIENTO DE TIERRAS04.06.01Excavacion no clasificadam3367.0904.06.02Excavacion Bajo Aguam4550.64ENCOFRADOS04.06.03Encofrado y desencofrado en secom2723.1904.06.04Encofrado y desencofrado bajo aguam255.9804.06.05ACEROkg23,208.66CONCRETOS04.06.06Concreto f'c=280 kg/cm2m375.2704.06.07Concreto f'c=210 kg/cm2m3113.2504.06.08Concreto f'c=210 kg/cm2 Bajo aguam392.1204.06.09Concreto f'c=100 kg/cm2m315.5804.06.10Relleno compactado para estructurasm3709.1604.06.11Junta de Dilatacinml18.6004.06.12Apoyo de Neopreno 175x400x40 mmund4.0004.06.13Barandasml43.00


ENCAUSAMIENTOENCAUSAMIENTO PONTN ESPERANZASECCIONDTERRAPLEN CON ENROCADOAREA ENROCADOAREA FILTROENROCADOAREA TERRAPLENVOLUMENENROCADOVOLUMENEXCAVACIONVOLUMENEXCAVACIONVOLUMENVOLUMENEXCAVAR EN TERRENO NATURALPROPIAPARA NO RELLENAR(M2)TERRAPLEN(M2)ENROCADO(M2)EXC. SUPERFIBAJO AGUAEXC.BAJ AGUAFILTROIDIDIDIDEN AGUAIDIZQUIERDADERECHA(M3)(M3)(M3)(M2)(M3)(M3)P10510.29.464.824.821.731.734.14.31.3052.452.257.757.2174.89.6448.20.000.009.7148.5317.3P136010.717.374.824.821.731.733.993.72.072.562.858.154.52760.29.64578.40.000.009.76585.60207.6P15457.657.674.824.821.731.734.225.091.482.331.465.326.21518.859.64433.80.000.0010.79485.55155.7P16513.4217.154.824.821.731.736.45.29.880.151.3513.2715.8145.359.6448.211.6958.439.8048.9817.3P172019.7918.74.824.821.731.732.592.83.963.7515.8314.95615.69.64192.80.000.005.40108.0069.2P182023.4426.794.824.821.731.732.481.780.514.074.7719.3722.02827.89.64192.80.000.004.7795.4069.2P192027.8134.724.824.821.731.732.131.850.214.424.723.3930.021068.29.64192.80.214.203.9879.6069.2P202027.1432.774.824.821.731.732.241.830.34.314.7222.8328.051017.69.64192.80.306.004.0781.4069.2P212028.5132.184.824.821.731.731.971.850.084.584.723.9327.481028.29.64192.80.081.603.8276.4069.2P258032.4838.434.824.821.731.732.331.830.344.224.7228.2633.714957.69.64771.20.3427.204.16332.80276.8P28609.732.34.824.821.731.734.62.340.811.954.217.7528.092150.49.64578.40.8148.606.94416.40207.6P2925025.444.821.732.0704.48020.965244.82120.50.000.002.0751.7543.25P313530.626.954.824.821.731.732.051.850.144.54.726.122.251692.259.64337.40.144.903.90136.50121.1A-A1542.4262.554.824.821.731.732.731.9180.113.824.63238.657.9181447.779.64144.60.000.004.7671.3751.9B-B203260.464.824.821.731.735.951.861.920.64.6931.455.771743.49.64192.80.000.009.73194.6069.218572.024217.50150.932812.871513.75

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