METRADOS_PONTON LA ESPERANZA.xls
26
ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA. HOJA DE METRADOS 04.06.00 PONTON L = 13.00 m. 04.06.06 CONCRETO VEREDA .25 0.60 .05 VEREDA 0.10 ALTO ANCHO LARGO VOLUMEN No. VECES VOLUMEN 0.15 0.25 0.79 13.50 2.65 2.00 5.30 0.20 0.20 LOSA LOSA ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN 0.20 9.30 13.50 25.11 1.00 25.11 VIGA ALTO ANCHO LONGITUD VOLUMEN No. VIGAS VOLUMEN 0.70 0.50 13.50 4.73 4.00 18.92 0.10 0.05 13.50 0.07 8.00 0.56 19.48 VIGA DIAFRAGMA ALTO ANCHO LONGITUD VOLUMEN No. VIGAS VOLUMEN 0.60 0.25 9.30 1.40 3.00 4.20 LOSA DE APROXIMACION (2) ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN 0.20 9.30 4.50 8.37 2.00 16.74 SOLADO - LOSA DE APROXIMACION (2) ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN 0.075 9.30 4.10 2.86 2.00 5.72 Total 5.72 VEREDA EN LOSA DE APROXIMACION ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN 0.25 0.88 4.50 0.99 4.00 3.96 Total 3.96 UÑA EN LOSA DE APROXIMACION ALTO ANCHO LONGITUD VOLUMEN No. VECES VOLUMEN 0.20 0.23 9.30 0.42 2.00 0.84 0.05 0.23 9.30 0.10 2.00 0.20 Total 1.04 SOLADO ZAPATA ESPESOR ANCHO1 ANCHO2 PROMEDIO LONGITUD VOLUMEN No. VECES 0.075 3.80 3.00 3.40 2.75 0.70 2.00 0.075 2.05 3.80 0.29 2.00 0.075 10.56 8.15 9.36 4.20 2.95 1.00 Total ZAPATA ESPESOR ANCHO1 ANCHO2 PROMEDIO LONGITUD VOLUMEN No. VECES 0.70 3.80 3.00 3.40 2.75 6.55 2.00 0.70 2.05 3.80 2.73 2.00 0.70 10.56 8.15 9.36 4.20 27.50 1.00 Total 0,72 ALA 0.45 ALTO ANCHO1 ANCHO2 PROMEDIO LONGITUD VOLUMEN No. VECES 2,20 4.40 5.40 0.50 0.25 0.38 3.78 7.65 2.00 6.40 5.40 0.20 0.10 3.78 2.04 2.00 5.40 6.60 0.50 0.25 0.38 0.61 1.51 2.00 4,40 6.60 0.20 0.25 0.23 0.61 0.91 2.00 0.72 0.49 Total 0.61 h0= h1 h1= h0 hprom= l0= l1= lprom=
-
Upload
juanchi-wanchi -
Category
Documents
-
view
12 -
download
3
Transcript of 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
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
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
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
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
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
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
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
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
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
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
