RendimientosCALCULO DE RENDIMIENTOS (1)TRANSPORTE DE MATERIALTRANSPORTE DE AGREGADOSTRANSPORTE DE AGREGADOSTRANSPORTE DE MATERIALTRANSPORTE DE MATERIALAGUABASE DE CALCULOUND.DE FILTROCONCRETO FC 175 KG/CM2CONCRETO PARA CUNETASEXCEDENTEEXCEDENTERIEGOD < 1 KM.D > 1 km.CONCRETODISTANCIA MEDIA PONDERADAKM16.8921.2119.621.001.0014.96VELOCIDAD CARGADOKM/H30.0030.0030.0030.0030.0030.00VELOCIDAD DESCARGADOKM/H40.0040.0040.0040.0040.0040.00TIEMPO DE CARGA Y DESCARGAMIN7.507.507.507.507.507.50TIEMPO RECORRIDO CARGADOFORM.60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.dTIEMPO RECORRIDO DESCARGADOFORM.60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.dTIEMPO RECORRIDOMIN3.5 d3.5 d3.5 d3.5 d3.5 d3.5 dCICLOFORM.7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5dCICLOMIN66.6281.7476.1911.005.0059.86TIEMPO TRABAJADO POR DAMIN480.00480.00480.00480.00480.00480.00EFICIENCIA%0.900.900.900.900.900.90TIEMPO TIL TRABAJADOMIN432.00432.00432.00432.00432.00432.00VOLMEN DEL VOLQUETEM310.0010.0010.0010.0010.007.57VOLMEN DE CISTERNAGLN2,000.00NMERO DE VIAJES AL DAUND.6.495.295.6739.2786.407.22NUMERO EXACTO DE VIAJES A REALIZARUND.6.005.006.0039.0086.007.00VOLMEN NETO TRANSPORTADOM360.0050.0060.00390.00860.0052.99VOLMEN REAL TRANSPORTADO ( * )M346.1550.0060.00312.00688.0052.99RENDIMIENTOM3/DIA46506031268853( * ) SE HAN TOMADO EN CUENTA LAS SIGUIENTES CONSIDERACIONES:UN ESPONJAMIENTO DEL 30% PARA EL CASO DE TRANSPORTE DE MATERIAL DE FILTRO Y SUBDRENES.El TRANSPORTE DE AGREGADOS PARA EL PAVIMENTO, CONCRETOS TAMPOCO SE VEN AFECTADOS POR FACTOR DE ESPONJAMIENTO POR ESTAR INCLUIDOS EN EL ANALISIS DE COSTO.UN ESPONJAMIENTO DEL 25 % EN TRANSPORTE DE MATERIAL DE EXCEDENTES DE CORTE .UN ESPONJAMIENTO DEL 35% PARA EL CASO DE TRANSPORTE DE ROCA.El TRANSPORTE DE MATERIAL DE DERRUMBES NO SE AFECTA POR ESPONJAMIENTO DEBIDO A QUE SU MEDICION SE REALIZA EN ESTADO SUELTO.CALCULO DE RENDIMIENTOS (2)TRANSPORTE DE AGREGADOSTRANSPORTE DE AGREGADOSTRANSPORTE DE AGREGADOSTRANSPORTE DETRANSPORTE AGREGADOBASE DE CALCULOUND.CONCRETO FC 210 KG/CM2CONCRETO FC 280 KG/CM2PARA SUBDRENESMATERIAL PARACONCRETO FC 140 KG/CM2ENROCADOEN SEALIZACIONDISTANCIA MEDIA PONDERADAKM18.9115.2225.4621.2714.83VELOCIDAD CARGADOKM/H30.0030.0030.0030.0030.00VELOCIDAD DESCARGADOKM/H40.0040.0040.0040.0040.00TIEMPO DE CARGA Y DESCARGAMIN7.507.507.507.507.50TIEMPO RECORRIDO CARGADOFORM.60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.dTIEMPO RECORRIDO DESCARGADOFORM.60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.dTIEMPO RECORRIDOMIN3.5 d3.5 d3.5 d3.5 d3.5 dCICLOFORM.7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5dCICLOMIN73.6960.7896.6081.9359.41TIEMPO TRABAJADO POR DAMIN480.00480.00480.00480.00480.00EFICIENCIA%0.900.900.900.900.90TIEMPO TIL TRABAJADOMIN432.00432.00432.00432.00432.00VOLMEN DEL VOLQUETEM310.0010.0010.0010.0010.00VOLMEN DE CISTERNAGLNNMERO DE VIAJES AL DAUND.5.867.114.475.277.27NUMERO EXACTO DE VIAJES A REALIZARUND.6.007.004.005.007.00VOLMEN NETO TRANSPORTADOM360.0070.0040.0050.0070.00VOLMEN REAL TRANSPORTADO ( * )M360.0070.0030.7737.0470.00RENDIMIENTOM3/DIA6070313770CALCULO DE RENDIMIENTOS (3)TRANSPORTE DE MATERIALTRANSPORTE AGREGADOSTRANSPORTE DE AGREGADOSTRANSPORTES DETRANSPORTE EXCEDENTETRANSPORTE EXC.BASE DE CALCULOUND.PARA CARPETA ASFALTICAPARA GAVIONESPARA CONCRETO FC =AGREGADOS PARAMATERIAL ROCOSOMAT. ROCOSOBASE Y SUB-BASE140 KG/CM2ALIVIADEROSD1 KM.DISTANCIA MEDIA PONDERADAKM21.1734.1817.6824.941.001.00VELOCIDAD CARGADOKM/H30.0030.0030.0030.0030.0030.00VELOCIDAD DESCARGADOKM/H40.0040.0040.0040.0040.0040.00TIEMPO DE CARGA Y DESCARGAMIN7.507.507.507.507.507.50TIEMPO RECORRIDO CARGADOFORM.60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.d60xd/30=2.dTIEMPO RECORRIDO DESCARGADOFORM.60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.d60xd/40=1.5.dTIEMPO RECORRIDOMIN3.5 d3.5 d3.5 d3.5 d3.5 d3.5 dCICLOFORM.7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5d7.5+3.5dCICLOMIN81.58127.1269.3894.7911.005.00TIEMPO TRABAJADO POR DAMIN480.00480.00480.00480.00480.00480.00EFICIENCIA%0.900.900.900.900.900.90TIEMPO TIL TRABAJADOMIN432.00432.00432.00432.00432.00432.00VOLMEN DEL VOLQUETEM310.0010.0010.0010.0010.0010.00VOLMEN DE CISTERNAGLNNMERO DE VIAJES AL DAUND.5.303.406.234.5639.2786.40NUMERO EXACTO DE VIAJES A REALIZARUND.5.003.006.005.0039.0086.00VOLMEN NETO TRANSPORTADOM350.0030.0060.0050.00390.00860.00VOLMEN REAL TRANSPORTADO ( * )M338.4623.0860.0038.46288.89637.04RENDIMIENTOM3/DIA38236038289637

FiltrosDISTANCIA MEDIA DEL MATERIAL GRANULAR PARA ESTRUCTURAS (FILTROS)CANTERAZONA DE INFLUENCIADISTANCIAMUROSZ.C. LAS VEGASZ.C. EL HUANUQUEOSECTOR CRITICO 50+340CANALES (ESCALONES)NOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)14151.0014.504.570.000.000.000.000.0015161.0015.503.570.000.000.000.000.0016171.0016.504.430.000.000.000.000.0017181.0017.505.430.000.000.000.000.0018191.0018.506.430.000.000.000.000.0019201.0019.507.430.000.000.000.000.0020211.0020.508.430.000.000.000.000.0021221.0021.509.430.000.000.000.000.0022231.0022.5010.430.000.000.000.000.0023241.0023.5011.430.001,787.0020,425.410.000.000.0024251.0024.5012.430.000.000.000.000.0025261.0025.5013.430.000.000.000.008.10108.7826271.0026.5014.4353.10766.230.000.000.003.7754.40RIO AZUL15.573.5027281.0027.5015.4325.38391.540.000.000.000.0028291.0028.5016.4327.13445.660.000.000.000.0029301.0029.5017.43110.681929.070.000.000.000.0030311.0030.5018.4357.601061.570.000.000.000.0031321.0031.5019.4329.581119.170.000.000.000.0032331.0032.5020.4361.75604.220.000.000.000.0033341.0033.5021.43266.901323.300.000.000.000.0034351.0034.5022.4355.155986.570.000.000.000.0035361.0035.5023.430.000.000.000.000.0036371.0036.5024.43161.233938.730.000.000.000.0037381.0037.5025.430.000.000.000.000.0038391.0038.5026.430.000.000.000.000.0039401.0039.5027.430.000.000.000.000.0040411.0040.5028.4340.401148.570.000.000.000.0041421.0041.5029.430.000.000.000.000.0042431.0042.5030.430.000.000.000.000.0043441.0043.5031.4341.201294.920.000.000.000.0044451.0044.5032.4340.401310.170.000.000.000.0045461.0045.5033.430.000.000.000.000.0046471.0046.5034.430.000.00230.007,918.900.000.0047481.0047.5035.430.000.000.000.000.0048491.0048.5036.430.000.000.000.000.0049501.0049.5037.430.000.000.000.000.0050511.0050.5038.430.000.000.0024.00922.3214.82569.535151.550.5551.2839.210.000.000.00TOTALES970.4821,319.711,787.0020,425.41230.007,918.9024.00922.3226.69732.71DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)21.9711.4334.4338.4327.45DISTANCIA MEDIA GENERAL (KM.)16.89

Concreto 280DISTANCIA MEDIA PARA CONCRETO f'c = 280 Kg/cm2CANTERAZONA DE INFLUENCIADISTANCIACUNETAS RECTANG. C/TAPANOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)15161.0015.503.570.000.00116171.0016.504.430.000.00217181.0017.505.430.000.00318191.0018.506.43390.002,507.70419201.0019.507.430.000.00520211.0020.508.43120.001,011.60621221.0021.509.430.000.00722231.0022.5010.43702.007,321.86823241.0023.5011.430.000.00924251.0024.5012.430.000.001025261.0025.5013.430.000.001126271.0026.5014.430.000.001227281.0027.5015.430.000.001328291.0028.5016.4348.00788.641429301.0029.5017.43120.002,091.601530311.0030.5018.43222.004,091.461631321.0031.5019.43519.0010,084.1717RIO AZUL15.573.5032331.0032.5020.43123.002,512.891833341.0033.5021.430.000.001934351.0034.5022.430.000.002035361.0035.5023.430.000.002136371.0036.5024.430.000.002237381.0037.5025.430.000.002338391.0038.5026.430.000.002439401.0039.5027.430.000.002540411.0040.5028.430.000.002641421.0041.5029.43264.007,769.522742431.0042.5030.430.000.002843441.0043.5031.430.000.002944451.0044.5032.430.000.003045461.0045.5033.430.000.003146471.0046.5034.430.000.003247481.0047.5035.430.000.003348491.0048.5036.430.000.003449501.0049.5037.430.000.003550511.0050.5038.430.000.00365151.550.5551.2839.213718.5TOTALES2,508.0038,179.44DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)15.22DISTANCIA MEDIA GENERAL (KM.)15.22

Concreto 210DISTANCIA MEDIA PARA CONCRETO f'c = 210 Kg/cm2CANALES Z.C.CANALES Z.C.CANALES DEPOSITOCAJAS DE EMPALME FILTROCANTERAZONA DE INFLUENCIADISTANCIATMC NUEVOSMARCOS NUEVOSALC. EXIST. A REPARARCANALES EN ESCALONESBADENESMUROSLAS VEGASEL HUANUQUEOD-4 LA VICTORIAZ.C. LAS VEGASNOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)15161.0015.503.570.000.000.000.000.000.000.000.000.0016171.0016.504.430.000.000.0011.5050.950.000.000.000.0017181.0017.505.430.000.000.003.1016.830.000.000.000.0018191.0018.506.430.000.000.000.000.000.000.000.000.0019201.0019.507.430.000.000.002.0014.860.000.000.000.001.007.4320211.0020.508.430.000.000.000.000.000.000.000.000.0021221.0021.509.430.000.000.000.000.000.000.000.000.0022231.0022.5010.430.000.000.000.000.000.000.000.000.0023241.0023.5011.430.000.000.000.000.000.000.000.000.006,880.0078,638.404.0045.7224251.0024.5012.4316.20201.370.000.000.000.0045.65567.430.000.0025261.0025.5013.430.000.000.003.1041.630.000.000.000.0026271.0026.5014.4328.40409.810.000.000.000.0023.66341.410.00102.091,473.0927281.0027.5015.433.5054.010.000.002.0030.860.000.000.0042.38653.9228291.0028.5016.430.000.000.000.000.000.000.000.0042.27694.5029301.0029.5017.430.000.000.0011.10193.470.000.000.00139.772,436.1930311.0030.5018.437.40136.380.000.008.00147.440.000.000.0068.551,263.3831321.0031.5019.430.000.000.0013.20256.480.000.000.0036.96718.13RIO AZUL15.573.5032331.0032.5020.4321.90447.420.000.000.000.000.000.000.0082.001,675.2633341.0033.5021.4318.20390.030.000.004.1087.860.000.000.00392.628,413.8534351.0034.5022.430.000.000.0017.60394.770.000.000.0074.601,673.2835361.0035.5023.439.20215.5631.88746.9522.80534.200.000.000.000.0036371.0036.5024.430.000.000.0012.40302.930.000.000.00288.147,039.2637381.0037.5025.4310.60269.560.000.002.0050.860.000.000.000.0038391.0038.5026.4310.60280.160.000.004.00105.720.000.0096.252,543.890.0039401.0039.5027.430.000.000.0010.00274.300.000.000.000.0040411.0040.5028.435.30150.680.000.0024.40693.690.000.000.0055.951,590.6641421.0041.5029.430.000.000.007.10208.950.000.000.000.0042431.0042.5030.430.000.000.0010.20310.390.000.000.000.0043441.0043.5031.430.000.000.0012.70399.160.000.000.0045.601,433.2144451.0044.5032.437.40239.980.000.0015.95517.260.000.00137.504,459.1355.951,814.4645461.0045.5033.430.00102.933,440.9524.90832.410.000.000.000.0046471.0046.5034.430.0038.541,326.938.40289.210.000.00838.7528,878.160.001,075.0037,012.2547481.0047.5035.430.0043.151,528.809.00318.870.000.00126.504,481.900.0048491.0048.5036.430.0047.201,719.5024.20881.610.000.000.000.0049501.0049.5037.430.0078.922,953.984.90183.410.000.000.000.0050511.0050.5038.430.00112.954,340.675.30203.6869.172,658.20126.504,861.400.005151.550.5551.2839.210.000.000.000.000.000.00TOTALES138.702,794.94455.5716,057.78273.957,341.80138.483,567.051,325.5045,224.471,426.8830,879.186,880.0078,638.401,075.0037,012.251.007.434.0045.72DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)20.1535.2526.8025.7634.1221.6411.4334.437.4311.43DISTANCIA MEDIA GENERAL (KM.)18.91

Concreto 175DISTANCIA MEDIA PARA CONCRETO f'c = 175 Kg/cm2CANTERAZONA DE INFLUENCIADISTANCIASOBREANCHO DE BADENESCUNETAS TRIANGULARESENCIMADO DE CUNETASSARDINELESPROTECCION GAVIONESCAMA DE PIEDRA EMBOQU.NOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)(M3)(M3-KM)14151.0014.504.570.00318.421,455.180.0068.08311.130.007.6534.9615161.0015.503.570.00190.89681.480.000.000.000.0016171.0016.504.430.0047.04208.400.000.000.0031.47139.4117181.0017.505.430.0020.20109.660.000.000.000.0018191.0018.506.430.0015.2297.860.000.000.000.0019201.0019.507.430.0066.80496.310.000.000.0015.30113.6820211.0020.508.430.0032.81276.550.000.000.000.0021221.0021.509.430.0041.00386.670.000.000.000.0022231.0022.5010.430.00246.602,572.040.000.000.000.0023241.0023.5011.430.00217.442,485.340.000.000.000.0024251.0024.5012.430.00444.245,521.900.000.000.000.0025261.0025.5013.430.00212.222,850.110.000.000.000.0026271.0026.5014.430.00113.501,637.7931.94460.890.000.0035.02505.3427281.0027.5015.430.0036.94569.9249.38761.930.000.0022.95354.1228291.0028.5016.430.0013.35219.2923.28382.490.000.000.0029301.0029.5017.430.0055.80972.5940.43704.690.000.0010.49182.8430311.0030.5018.430.00139.552,571.9842.00774.060.000.0015.30281.9831321.0031.5019.430.00136.392,649.9855.811,084.390.000.0042.39823.64RIO AZUL15.573.5032331.0032.5020.430.00110.052,248.3630.47622.500.000.007.65156.2933341.0033.5021.430.00114.252,448.2911.69250.520.000.007.65163.9434351.0034.5022.430.00140.263,145.9432.86737.050.000.0015.30343.1835361.0035.5023.430.00128.573,012.280.000.000.000.0036371.0036.5024.430.00142.743,487.1410.32252.120.000.000.0037381.0037.5025.430.00133.923,405.5923.05586.160.000.0015.30389.0838391.0038.5026.4320.83550.400.000.0011.36300.240.000.0022.95606.5739401.0039.5027.430.0064.801,777.4644.491,220.360.000.0019.89545.5840411.0040.5028.430.0056.161,596.6339.801,131.510.000.0074.732,124.5741421.0041.5029.430.0062.761,846.9465.691,933.260.000.000.0042431.0042.5030.430.00168.665,132.3230.05914.420.000.0015.30465.5843441.0043.5031.430.00166.225,224.3313.74431.850.000.000.0044451.0044.5032.4329.75964.7990.002,918.700.000.0060.001,945.8054.601,770.6845461.0045.5033.430.00150.845,042.5815.61521.840.000.0021.41715.7446471.0046.5034.43181.486,248.1889.103,067.710.000.0076.252,625.290.0047481.0047.5035.4327.37969.7255.621,970.620.000.0017.50620.030.0048491.0048.5036.430.00162.365,914.7711.46417.490.000.000.0049501.0049.5037.430.0064.082,398.510.000.000.0038.221,430.5750511.0050.5038.4327.371,051.83158.406,087.310.000.0015.00576.450.005151.550.5551.2839.210.000.000.000.000.000.00TOTALES286.799,784.934,407.1786,488.55583.4313,487.7868.08311.13168.755,767.56473.5711,147.75DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)34.1219.6223.124.5734.1823.54DISTANCIA MEDIA GENERAL (KM.)21.21luiscruzado. yahoo.comTracto D6MotoExcavadora KomatsuCompresoraRetroexcavadora (5)

Concreto 140DISTANCIA MEDIA PARA CONCRETO f'c = 140 Kg/cm2CANTERAZONA DE INFLUENCIADISTANCIAVEREDAS DE CONCRETONOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)15161.0015.503.5727.0096.3916171.0016.504.430.000.0017181.0017.505.430.000.0018191.0018.506.4382.50530.4819201.0019.507.4315.00111.4520211.0020.508.4330.00252.9021221.0021.509.4315.00141.4522231.0022.5010.43160.501,674.0223241.0023.5011.430.000.0024251.0024.5012.430.000.0025261.0025.5013.430.000.0026271.0026.5014.4342.00606.0627281.0027.5015.4369.001,064.6728291.0028.5016.4324.00394.3229301.0029.5017.4318.00313.7430311.0030.5018.4342.00774.0631321.0031.5019.43145.602,829.01RIO AZUL15.573.5032331.0032.5020.4315.00306.4533341.0033.5021.430.000.0034351.0034.5022.430.000.0035361.0035.5023.430.000.0036371.0036.5024.430.000.0037381.0037.5025.430.000.0038391.0038.5026.430.000.0039401.0039.5027.4312.80351.1040411.0040.5028.4363.001,791.0941421.0041.5029.430.000.0042431.0042.5030.430.000.0043441.0043.5031.4315.00471.4544451.0044.5032.4328.50924.2645461.0045.5033.4330.001,002.9046471.0046.5034.430.000.0047481.0047.5035.430.000.0048491.0048.5036.4360.002,185.8049501.0049.5037.430.0050511.0050.5038.430.005151.550.5551.2839.210.00TOTALES894.9015,821.59DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)17.68DISTANCIA MEDIA GENERAL (KM.)17.68

Mezcla AsflticaDISTANCIA MEDIA DE MEZCLA ASFALTICACANTERAZONA DE INFLUENCIADISTANCIAMEZCLA ASFALTICANOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)15.2160.8015.603.47782.502,715.2816171.0016.504.431,007.004,461.0117181.0017.505.43900.004,887.0018191.0018.506.43911.005,857.7319201.0019.507.43965.007,169.9520211.0020.508.43949.308,002.6021221.0021.509.43934.008,807.6222231.0022.5010.43940.009,804.2023241.0023.5011.43985.0011,258.5524251.0024.5012.431,011.6012,574.1925261.0025.5013.43995.1013,364.1926271.0026.5014.43976.7014,093.7827281.0027.5015.43952.9014,703.2528291.0028.5016.43968.6015,914.1029301.0029.5017.43950.4016,565.4730311.0030.5018.43925.5017,056.9731321.0031.5019.43973.5018,915.11RIO AZUL15.573.5032331.0032.5020.43973.2019,882.4833341.0033.5021.431,011.6021,678.5934351.0034.5022.43994.5022,306.6435361.0035.5023.43999.1023,408.9136371.0036.5024.43943.2023,042.3837381.0037.5025.43978.0024,870.5438391.0038.5026.43947.8025,050.3539401.0039.5027.43967.3026,533.0440411.0040.5028.43936.4026,621.8541421.0041.5029.43942.6027,740.7242431.0042.5030.43932.1028,363.8043441.0043.5031.43966.4030,373.9544451.0044.5032.43922.9029,929.6545461.0045.5033.43995.4033,276.2246471.0046.5034.43825.4028,418.5247481.0047.5035.43818.8029,010.0848491.0048.5036.43966.2035,198.6749501.0049.5037.43952.0035,633.3650511.0050.5038.43966.2037,131.075151.550.5551.2839.21475.8018,653.74TOTALES34,643.00733,275.54DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)21.17DISTANCIA MEDIA GENERAL (KM.)21.17

SubdrenesDISTANCIA MEDIA DE MATERIAL DRENANTE (FILTROS)CANTERAZONA DE INFLUENCIADISTANCIASUBDRENESNOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)15161.0015.503.570.000.0016171.0016.504.43507.522,248.3117181.0017.505.43188.161,021.7118191.0018.506.4384.48543.2119201.0019.507.43467.203,471.3020211.0020.508.430.000.0021221.0021.509.43162.241,529.9222231.0022.5010.430.000.0023241.0023.5011.430.000.0024251.0024.5012.430.000.0025261.0025.5013.43535.367,189.8826271.0026.5014.43456.006,580.0827281.0027.5015.43507.527,831.0328291.0028.5016.43230.403,785.4729301.0029.5017.43288.645,031.0030311.0030.5018.43102.401,887.2331321.0031.5019.43471.049,152.31RIO AZUL15.573.5032331.0032.5020.43238.084,863.9733341.0033.5021.43278.405,966.1134351.0034.5022.43640.0014,355.2035361.0035.5023.43604.8014,170.4636371.0036.5024.43714.2417,448.8837381.0037.5025.43143.363,645.6438391.0038.5026.4367.201,776.1039401.0039.5027.43834.2422,883.2040411.0040.5028.43792.8822,541.5841421.0041.5029.43701.3620,641.0242431.0042.5030.43757.2423,042.8143441.0043.5031.43856.6826,925.4544451.0044.5032.43653.8421,204.0345461.0045.5033.43478.7216,003.6146471.0046.5034.43221.767,635.2047481.0047.5035.43701.3624,849.1848491.0048.5036.43944.2434,398.6649501.0049.5037.43984.9436,866.3050511.0050.5038.43195.707,520.755151.550.5551.2839.21TOTALES14,810.00377,009.64DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)25.46DISTANCIA MEDIA GENERAL (KM.)25.46

EnrocadoTRAMO 1.2: Puente Pumahuasi - Puente ChinoDISTANCIA MEDIA DE MATERIAL PARA ENROCADO DE PROTECCIONCANTERAZONA DE INFLUENCIADISTANCIACANALESZ.C. LAS VEGASNOMBREUBICACINACCESODEALONG.C.G.C.G./CANT.METRADOMOM. DE TRANSP.METRADOMOM. DE TRANSP.(KM)(KM)(KM)(KM)(KM)(KM)(KM)(M3)(M3-KM)(M3)(M3-KM)15161.0015.503.570.000.000.0016171.0016.504.437.2031.900.0017181.0017.505.430.000.000.0018191.0018.506.430.000.000.0019201.0019.507.435.2539.010.0020211.0020.508.430.000.000.0021221.0021.509.430.000.000.0022231.0022.5010.430.000.000.0023241.0023.5011.430.000.0030.00342.9024251.0024.5012.430.000.000.0025261.0025.5013.430.000.000.0026271.0026.5014.4314.40207.790.0027281.0027.5015.4322.00339.460.0028291.0028.5016.436.25102.690.0029301.0029.5017.437.20125.500.0030311.0030.5018.435.2596.760.0031321.0031.5019.4314.55282.710.00RIO AZUL15.573.5032331.0032.5020.435.25107.260.0033341.0033.5021.4317.75380.380.0034351.0034.5022.435.25117.760.0035361.0035.5023.4316.55387.770.0036371.0036.5024.438.20200.330.0037381.0037.5025.4310.50267.020.0038391.0038.5026.4315.75416.270.0039401.0039.5027.4310.50288.020.0040411.0040.5028.4321.00597.030.0041421.0041.5029.4311.50338.450.0042431.0042.5030.435.25159.760.0043441.0043.5031.430.000.000.0044451.0044.5032.435.25170.260.0045461.0045.5033.437.35245.710.0046471.0046.5034.430.000.000.0047481.0047.5035.430.000.000.0048491.0048.5036.430.000.000.0049501.0049.5037.437.35275.110.0050511.0050.5038.430.000.000.005151.550.5551.2839.21TOTALES229.555,176.9130.00342.90DISTANCIA MEDIA POR ELEMENTO CONSTRUCTIVO (KM.)22.5511.43DISTANCIA MEDIA GENERAL (KM.)21.270.00

RENDIMIENTO DE EQUIPOConsorcio CES - HidroenergaActualizacin y Complementacin de los Estudios DefinitivosCarretera Hunuco - Tingo Mara - PucallpaTRAMO 1.2: Puente Pumahuasi - Puente ChinoACTUALIZACION Y COMPLEMENTACION DE LOS ESTUDIOS DEFINTIVOS PARA EL MEJORAMIENTO VIALDE LA CARRETERA HUANUCO - TINGO MARIA - PUCALLPA SECTOR : TINGO MARIA - PUENTE CHINOTRAMO1.2 : PUENTE PUMAHUASI - PUENTE CHINORENDIMIENTOS MECANICOS REFERENCIALESUNIDAD MECANICAPARTIDAUNIDADRENDIMIENTO DIARIOEJECUTORAMECANIZADABASICO% EFIC.R.EFECTIVOTRACTOR SOBRE ORUGA 190 - 240 H.P.CORTE EN MATERIAL SUELTOm3102048%490CORTE EN ROCA SUELTA102037%377CORTE EN ROCA FIJA102029%296EXTRACCION DE MATERIAL102051%520ACONDIC. BOTADEROS120080%960ACONDICION. PLANTA ASFALTO180%0.80ACONDICION. CAMPAMENTO280%1.60CARGADOR SOBRE LLANTAS 3.5 YDA3CARGUIOm3160643%690MOTONIVELADORA 125 H.P.PERFILADO Y COMPACTADOm3470053%2,491TERRAPLENES164550%823SUB BASE GRANULAR94046%432BASE GRANULAR94044%414ACONDIC. BOTADEROS120080%960ZARANDA VIBRATORIA 4"x16"ARENAm369044%304MATERIAL PARA AGREGADOS69080%552CHANCADORA PRIMARIA SECUNDARIAMATERIAL PARA AGREGADOSm369024%166RODILLO NEUMATICO 5.5 - 20 TONBASE GRANULARm392744%408ASFALTO92727%250RODILLO VIBRATORIO 7-9 TONTERRAPLENESm3178346%820SUB BASE GRANULAR178324%428BASE GRANULAR178323%410ACONDIC. BOTADEROS178385%1,516PLANTA DE ASFALTO EN CALIENTEBASE Y CARPETA ASFALTICAm333375%250CAMION IMPRIMADOR 1800 GLNIMPRIMACIONm21074846%4,944RIEGO DE LIGA1074846%4,944PAVIMENTADORAASFALTOm360541%248COMPRESORA 600-690 PCMCORTE EN ROCA FIJAm353151%271CORTE EN ROCA SUELTA53164%340

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