metradosPLANILLA DE METRADOSOBRA:MEJORAMIENTO DE LA TRANSITABILIDAD PEATONAL Y VEHICULAR DE LA AV. AGUSTIN GAMARRA, 12 DE OCTUBRE Y LOS SAUCES PROPIETARIO: MUNICIPALIDAD DISTRITAL DE CACHIMAYOUBICACION: DIST.: CACHIMAYO PROV.: ANTA DPTO.: CUSCOITEMDESCRIPCIONUNDGEOMETRIADESCCUENTOSTOTALUNDCANT.LARGO ANCHOALTOSUBTOTALCANT.LARGO ANCHOALTOSUBTOTAL01OBRAS PROVISIONALES01.01 MOVIMIENTO DE MAQUINARIAS01.01.01 MOVILIZACION DE MAQUINARIAS-HERRAMIENTAS PARA LA OBRAGLB1.001.001.00GLB01.02 CONSTRUCCIONES PROVISIONALES01.02.01 ALMACEN DE OBRAm21.0015.004.0060.0060.00m2

01.02.02 CARTEL DE OBRAund1.001.001.00und

01.03 TRABAJOS PRELIMINARES01.03.01 ALINEAMIENTO DE POSTES DE ALUMBRADO PUBLICOund1.0013.0013.0013.00und

01.03.02 DEMOLICION DE VEREDA EXISTENTEm21.0010.070.808.068.06m2

01.03.03 DEMOLICION DE MUROS DE ADOBEm3235.30235.30m31.0040.240.605.00120.721.0045.830.505.00114.58

01.03.04 DEMOLICION DE OBRAS DE CONCRETO ARMADOm326.2026.20m31.005.004.000.5010.002.009.000.601.5016.20

02LOSAS DE RODADURA02.01 TRABAJOS PRELIMINARES02.01.01 TRAZO, NIVELES Y REPLANTEOm215241.3315241.33m2los sauces1.0054.029.40507.791.0040.349.40379.201.0067.679.40636.101.0054.019.40507.691.0022.099.40207.6512 de octubre1.0065.7010.00657.001.0050.9310.00509.301.0016.1010.00161.001.0012.5010.00125.001.004.1310.0041.301.0015.9310.00159.301.0051.5310.00515.301.0050.0010.00500.001.0066.5010.00665.001.0033.8510.00338.501.001.5910.0015.901.003.1310.0031.30agustin gamarra1.0036.3320.43742.221.0020.0221.80436.441.00178.1818.623317.711.00256.7118.654787.64

02.02 MOVIMIENTO DE TIERRAS02.02.01 EXCAVACION A NIVEL DE SUBRASANTEm310272.4210272.42m3los sauces1.0054.029.401.10558.571.0040.349.401.10417.121.0067.679.401.10699.711.0054.019.401.10558.461.0022.099.401.10228.4112 de octubre1.0065.7010.000.60394.201.0050.9310.000.60305.581.0016.1010.000.6096.601.0012.5010.000.6075.001.004.1310.000.6024.781.0015.9310.000.6095.581.0051.5310.000.60309.181.0050.0010.000.60300.001.0066.5010.000.60399.001.0033.8510.000.60203.101.001.5910.000.609.541.003.1310.000.6018.78agustin gamarra1.0036.3318.930.65447.021.0020.0220.300.65264.161.00178.1817.320.652005.951.00256.7117.150.652861.67

02.02.02 ELIMINACIN DE MATERIAL CON MAQUINARIAm311149.82esponjamiento0.03334.4911484.31m3los sauces1.0054.029.401.10558.571.0040.349.401.10417.121.0067.679.401.10699.711.0054.019.401.10558.461.0022.099.401.10228.4112 de octubre1.0065.7010.000.60394.201.0050.9310.000.60305.581.0016.1010.000.6096.601.0012.5010.000.6075.001.004.1310.000.6024.781.0015.9310.000.6095.581.0051.5310.000.60309.181.0050.0010.000.60300.001.0066.5010.000.60399.001.0033.8510.000.60203.101.001.5910.000.609.541.003.1310.000.6018.78agustin gamarra1.0036.3318.930.65447.021.0020.0220.300.65264.161.00178.1817.320.652005.951.00256.7117.150.652861.67excavacion de vereda1.00excv. Vereda625.31625.31excavacion de sardinel1.00excv. Sardinel66.0866.08excavacion muro de contencion1.0078.0078.00excavacion buzones1.0025.4325.43excavacion puente1.001.00area verde1.0081.5881.58

02.02.03 PERFILADO Y COMPACTADO EN ZONA DE CORTEm214540.1114540.11m2los sauces1.0054.029.40507.791.0040.349.40379.201.0067.679.40636.101.0054.019.40507.691.0022.099.40207.6512 de octubre1.0065.7010.00657.001.0050.9310.00509.301.0016.1010.00161.001.0012.5010.00125.001.004.1310.0041.301.0015.9310.00159.301.0051.5310.00515.301.0050.0010.00500.001.0066.5010.00665.001.0033.8510.00338.501.001.5910.0015.901.003.1310.0031.30agustin gamarra1.0036.3318.93687.731.0020.0220.30406.411.00178.1817.323086.081.00256.7117.154402.58

02.03 ENRROCADO02.03.01 ENROCADO CON PIEDRA GRANDEm3833.46833.46m3los sauces1.0054.027.000.50189.071.0040.347.000.50141.191.0067.677.000.50236.851.0054.017.000.50189.041.0022.097.000.5077.32

02.04 CONFORMACION DE SUB BASE Y BASE02.04.01 PREPARACIN DE MATERIAL SELECCIONADOm35949.995949.99m3los sauces1.0054.027.001.10415.951.0040.347.001.10310.621.0067.677.001.10521.061.0054.017.001.10415.881.0022.097.001.10170.0912 de octubre1.0065.707.000.60275.941.0050.937.000.60213.911.0016.107.000.6067.621.0012.507.000.6052.501.004.137.000.6017.351.0015.937.000.6066.911.0051.537.000.60216.431.0050.007.000.60210.001.0066.507.000.60279.301.0033.857.000.60142.171.001.597.000.606.681.003.137.000.6013.15agustin gamarra1.0036.338.000.65188.921.0020.028.000.65104.101.00178.188.000.65926.541.00256.718.000.651334.89

02.04.02 TRASLADO DE MATERIAL SELECCIONADOm35949.995949.99m3los sauces1.0054.027.001.10415.951.0040.347.001.10310.621.0067.677.001.10521.061.0054.017.001.10415.881.0022.097.001.10170.0912 de octubre1.0065.707.000.60275.941.0050.937.000.60213.911.0016.107.000.6067.621.0012.507.000.6052.501.004.137.000.6017.351.0015.937.000.6066.911.0051.537.000.60216.431.0050.007.000.60210.001.0066.507.000.60279.301.0033.857.000.60142.171.001.597.000.606.681.003.137.000.6013.15agustin gamarra1.0036.338.000.65188.921.0020.028.000.65104.101.00178.188.000.65926.541.00256.718.000.651334.89

02.04.03 EXTENDIDO Y COMPACTADO DE BASEm224600.1824600.18m2los sauces3.0054.027.001134.423.0040.347.00847.143.0067.677.001421.073.0054.017.001134.213.0022.097.00463.8912 de octubre3.0065.707.001379.703.0050.937.001069.533.0016.107.00338.103.0012.507.00262.503.004.137.0086.733.0015.937.00334.533.0051.537.001082.133.0050.007.001050.003.0066.507.001396.503.0033.857.00710.853.001.597.0033.393.003.137.0065.73agustin gamarra3.0036.338.00871.923.0020.028.00480.483.00178.188.004276.323.00256.718.006161.04

02.05 PAVIMENTO DE CONCRETO02.05.01 ACERO G 60 EN JUNTAS TRANSVERSALESkgcuadro de met. Fierro3198.903198.90kg

02.05.02 ACERO G 60 EN JUNTAS LONGITUDINALESkgcuadro de met. Fierro1868.301868.30kg

02.05.03 ACERO DE TEMPERATURAkgcuadro de met. Fierro14313.3514313.35kg

02.05.04 ENCOFRADO Y DESENCOFRADO DE LOSAS DE PAVIMENTO, h = 0.20 m.m8247.788247.78mlos sauces3.0054.02162.063.0040.34121.023.0067.67203.013.0054.01162.033.0022.0966.2712 de octubre3.0065.70197.103.0050.93152.793.0016.1048.303.0012.5037.503.004.1312.393.0015.9347.793.0051.53154.593.0050.00150.003.0066.50199.503.0033.85101.553.001.594.773.003.139.39agustin gamarra3.0036.33108.993.0020.0260.063.00178.18534.543.00256.71770.13cant.n de paoslos sauces2.0069.007.00966.0012 de octubre2.00107.007.001498.00agustin gamarra2.00155.008.002480.00

02.05.05 CONCRETO f'c = 210 Kg/cm2 P/PAVIMENTOm31836.511836.51m3los sauces1.0054.027.000.2075.631.0040.347.000.2056.481.0067.677.000.2094.741.0054.017.000.2075.611.0022.097.000.2030.9312 de octubre1.0065.707.000.2091.981.0050.937.000.2071.301.0016.107.000.2022.541.0012.507.000.2017.501.004.137.000.205.781.0015.937.000.2022.301.0051.537.000.2072.141.0050.007.000.2070.001.0066.507.000.2093.101.0033.857.000.2047.391.001.597.000.202.231.003.137.000.204.38agustin gamarra1.0036.338.000.2572.661.0020.028.000.2540.041.00178.188.000.25356.361.00256.718.000.25513.42

02.05.06 SELLADO DE JUNTAS CON ASFALTO, e = 1"m3573.003573.00mlos sauces69.007.00483.0012 de octubre107.007.00749.00agustin gamarra155.008.001240.00longitudinal1.001101.001101.00

02.05.07 PISO DE CANTOS RODADOS 2"m21.0068.753.20220.00220.00m2

02.05.08 CURADO DE CONCRETOm28200.068200.06m2los sauces1.0054.027.00378.141.0040.347.00282.381.0067.677.00473.691.0054.017.00378.071.0022.097.00154.6312 de octubre1.0065.707.00459.901.0050.937.00356.511.0016.107.00112.701.0012.507.0087.501.004.137.0028.911.0015.937.00111.511.0051.537.00360.711.0050.007.00350.001.0066.507.00465.501.0033.857.00236.951.001.597.0011.131.003.137.0021.91agustin gamarra1.0036.338.00290.641.0020.028.00160.161.00178.188.001425.441.00256.718.002053.68

03VEREDAS03.01 TRABAJOS PRELIMINARES03.01.01 TRAZO, NIVELES Y REPLANTEOm23666.083666.08m2los sauces2.0054.021.20129.652.0040.341.2096.822.0067.671.20162.412.0054.011.20129.622.0022.091.2053.0212 de octubre2.0065.701.50197.102.0050.931.50152.792.0016.101.5048.302.0012.501.5037.502.004.131.5012.392.0015.931.5047.792.0051.531.50154.592.0050.001.50150.002.0066.501.50199.502.0033.851.50101.552.001.591.504.772.003.131.509.39agustin gamarra2.0036.331.60116.262.0020.021.6064.062.00178.181.60570.182.00256.711.60821.471.0036.331.6058.131.0051.851.2062.221.0049.032.18106.89vereda laja14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.02 MOVIMIENTO DE TIERRAS03.02.01 EXCAVACION MASIVA EN TERRENO SUELTOm3549.91549.91m3los sauces2.0054.021.200.1519.452.0040.341.200.1514.522.0067.671.200.1524.362.0054.011.200.1519.442.0022.091.200.157.9512 de octubre2.0065.701.500.1529.572.0050.931.500.1522.922.0016.101.500.157.252.0012.501.500.155.632.004.131.500.151.862.0015.931.500.157.172.0051.531.500.1523.192.0050.001.500.1522.502.0066.501.500.1529.932.0033.851.500.1515.232.001.591.500.150.722.003.131.500.151.41agustin gamarra2.0036.331.600.1517.442.0020.021.600.159.612.00178.181.600.1585.532.00256.711.600.15123.221.0036.331.600.158.721.0051.851.200.159.331.0049.032.180.1516.03vereda laja14.003.001.150.157.2513.003.001.800.1510.533.003.004.800.156.483.003.002.000.152.70

03.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm3549.91esp.0.0316.50566.41m3los sauces2.0054.021.200.1519.452.0040.341.200.1514.522.0067.671.200.1524.362.0054.011.200.1519.442.0022.091.200.157.9512 de octubre2.0065.701.500.1529.572.0050.931.500.1522.922.0016.101.500.157.252.0012.501.500.155.632.004.131.500.151.862.0015.931.500.157.172.0051.531.500.1523.192.0050.001.500.1522.502.0066.501.500.1529.932.0033.851.500.1515.232.001.591.500.150.722.003.131.500.151.41agustin gamarra2.0036.331.600.1517.442.0020.021.600.159.612.00178.181.600.1585.532.00256.711.600.15123.221.0036.331.600.158.721.0051.851.200.159.331.0049.032.180.1516.03vereda laja14.003.001.150.157.2513.003.001.800.1510.533.003.004.800.156.483.003.002.000.152.70

03.02.03 PERFILADO Y COMPACTADO MANUALm23666.083666.08m2los sauces2.0054.021.20129.652.0040.341.2096.822.0067.671.20162.412.0054.011.20129.622.0022.091.2053.0212 de octubre2.0065.701.50197.102.0050.931.50152.792.0016.101.5048.302.0012.501.5037.502.004.131.5012.392.0015.931.5047.792.0051.531.50154.592.0050.001.50150.002.0066.501.50199.502.0033.851.50101.552.001.591.504.772.003.131.509.39agustin gamarra2.0036.331.60116.262.0020.021.6064.062.00178.181.60570.182.00256.711.60821.471.0036.331.6058.131.0051.851.2062.221.0049.032.18106.89vereda laja14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.02.04 RELLENO Y COMPACTADOm23666.083666.08m2los sauces2.0054.021.20129.652.0040.341.2096.822.0067.671.20162.412.0054.011.20129.622.0022.091.2053.0212 de octubre2.0065.701.50197.102.0050.931.50152.792.0016.101.5048.302.0012.501.5037.502.004.131.5012.392.0015.931.5047.792.0051.531.50154.592.0050.001.50150.002.0066.501.50199.502.0033.851.50101.552.001.591.504.772.003.131.509.39agustin gamarra2.0036.331.60116.262.0020.021.6064.062.00178.181.60570.182.00256.711.60821.471.0036.331.6058.131.0051.851.2062.221.0049.032.18106.89vereda laja14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.03 CONCRETO EN VEREDAS03.03.01 EMPEDRADO DE VEREDAS, PM 4"m23666.083666.08m2los sauces2.0054.021.20129.652.0040.341.2096.822.0067.671.20162.412.0054.011.20129.622.0022.091.2053.0212 de octubre2.0065.701.50197.102.0050.931.50152.792.0016.101.5048.302.0012.501.5037.502.004.131.5012.392.0015.931.5047.792.0051.531.50154.592.0050.001.50150.002.0066.501.50199.502.0033.851.50101.552.001.591.504.772.003.131.509.39agustin gamarra2.0036.331.60116.262.0020.021.6064.062.00178.181.60570.182.00256.711.60821.471.0036.331.6058.131.0051.851.2062.221.0049.032.18106.89vereda laja14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.03.02 ENCOFRADO Y DESENCOFRADO DE VEREDAS, h = 0.20 m.m2438.732438.73mlos sauces2.0054.02108.042.0040.3480.682.0067.67135.342.0054.01108.022.0022.0944.1812 de octubre2.0065.70131.402.0050.93101.862.0016.1032.202.0012.5025.002.004.138.262.0015.9331.862.0051.53103.062.0050.00100.002.0066.50133.002.0033.8567.702.001.593.182.003.136.26agustin gamarra2.0036.3372.662.0020.0240.042.00178.18356.362.00256.71513.421.0036.3336.331.0051.8551.851.0049.0349.03vereda laja14.003.0042.0013.003.0039.003.003.009.003.003.009.00

03.03.03 CONCRETO f'c = 175 Kg/cm2 - VEREDASm3287.90287.90m3los sauces2.0054.021.200.0810.372.0040.341.200.087.752.0067.671.200.0812.992.0054.011.200.0810.372.0022.091.200.084.2412 de octubre2.0065.701.500.0815.772.0050.931.500.0812.222.0016.101.500.083.862.0012.501.500.083.002.004.131.500.080.992.0015.931.500.083.822.0051.531.500.0812.372.0050.001.500.0812.002.0066.501.500.0815.962.0033.851.500.088.122.001.591.500.080.382.003.131.500.080.75agustin gamarra2.0036.331.600.089.302.0020.021.600.085.132.00178.181.600.0845.612.00256.711.600.0865.721.0036.331.600.084.651.0051.851.200.084.981.0049.032.180.088.55vereda laja14.003.001.150.052.4213.003.001.800.053.513.003.004.800.052.163.003.002.000.050.90

03.03.04 CURADO DE CONCRETOm23666.083666.08m2los sauces2.0054.021.20129.652.0040.341.2096.822.0067.671.20162.412.0054.011.20129.622.0022.091.2053.0212 de octubre2.0065.701.50197.102.0050.931.50152.792.0016.101.5048.302.0012.501.5037.502.004.131.5012.392.0015.931.5047.792.0051.531.50154.592.0050.001.50150.002.0066.501.50199.502.0033.851.50101.552.001.591.504.772.003.131.509.39agustin gamarra2.0036.331.60116.262.0020.021.6064.062.00178.181.60570.182.00256.711.60821.471.0036.331.6058.131.0051.851.2062.221.0049.032.18106.89vereda laja14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.03.05 PISO DE PIEDRA LAJA IRREGULAR m2179.70179.70m2agustin gamarra14.003.001.1548.3013.003.001.8070.203.003.004.8043.203.003.002.0018.00

03.03.06 SELLADO DE JUNTAS CON ASFALTO, e = 1"m488.001.43697.84697.84m

03.03.07 RAMPA DE CONCRETO PARA MINUSVALIDOSm219.001.501.0028.5028.50m2

04SARDINELES04.01 TRABAJOS PRELIMINARES04.01.01 TRAZO, NIVELES Y REPLANTEOm2461.30461.30m2los sauces2.0054.020.1516.212.0040.340.1512.102.0067.670.1520.302.0054.010.1516.202.0022.090.156.6312 de octubre2.0065.700.1519.712.0050.930.1515.282.0016.100.154.832.0012.500.153.752.004.130.151.242.0015.930.154.782.0051.530.1515.462.0050.000.1515.002.0066.500.1519.952.0033.850.1510.162.001.590.150.482.003.130.150.94agustin gamarra2.0036.330.1510.902.0020.020.156.012.00178.180.1553.452.00256.710.1577.01sardinel en jardineria6.0010.000.159.006.004.780.154.302.007.600.152.282.005.600.151.682.0031.810.159.542.004.000.151.202.0014.570.154.3728.0010.000.1542.0028.001.800.157.5620.0010.000.1530.0020.001.080.153.242.003.100.150.932.001.400.150.428.0010.000.1512.008.002.000.152.40

04.02 MOVIMIENTO DE TIERRAS04.02.01 EXCAVACION MASIVA EN TERRENO SUELTOm392.2692.26m3los sauces2.0054.020.150.203.242.0040.340.150.202.422.0067.670.150.204.062.0054.010.150.203.242.0022.090.150.201.3312 de octubre2.0065.700.150.203.942.0050.930.150.203.062.0016.100.150.200.972.0012.500.150.200.752.004.130.150.200.252.0015.930.150.200.962.0051.530.150.203.092.0050.000.150.203.002.0066.500.150.203.992.0033.850.150.202.032.001.590.150.200.102.003.130.150.200.19agustin gamarra2.0036.330.150.202.182.0020.020.150.201.202.00178.180.150.2010.692.00256.710.150.2015.40sardinel en jardineria6.0010.000.150.201.806.004.780.150.200.862.007.600.150.200.462.005.600.150.200.342.0031.810.150.201.912.004.000.150.200.242.0014.570.150.200.8728.0010.000.150.208.4028.001.800.150.201.5120.0010.000.150.206.0020.001.080.150.200.652.003.100.150.200.192.001.400.150.200.088.0010.000.150.202.408.002.000.150.200.48

04.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm392.26esp.0.032.7795.03m3los sauces2.0054.020.150.203.242.0040.340.150.202.422.0067.670.150.204.062.0054.010.150.203.242.0022.090.150.201.3312 de octubre2.0065.700.150.203.942.0050.930.150.203.062.0016.100.150.200.972.0012.500.150.200.752.004.130.150.200.252.0015.930.150.200.962.0051.530.150.203.092.0050.000.150.203.002.0066.500.150.203.992.0033.850.150.202.032.001.590.150.200.102.003.130.150.200.19agustin gamarra2.0036.330.150.202.182.0020.020.150.201.202.00178.180.150.2010.692.00256.710.150.2015.40sardinel en jardineria6.0010.000.150.201.806.004.780.150.200.862.007.600.150.200.462.005.600.150.200.342.0031.810.150.201.912.004.000.150.200.242.0014.570.150.200.8728.0010.000.150.208.4028.001.800.150.201.5120.0010.000.150.206.0020.001.080.150.200.652.003.100.150.200.192.001.400.150.200.088.0010.000.150.202.408.002.000.150.200.48

04.03 CONCRETO EN SARDINELES04.03.01 ENCOFRADO Y DESENCOFRADO DE SARDINELES h = 0.40 mm6042.686042.68mlos sauces2.0054.02108.044.0040.34161.364.0067.67270.684.0054.01216.044.0022.0988.3612 de octubre4.0065.70262.804.0050.93203.724.0016.1064.404.0012.5050.004.004.1316.524.0015.9363.724.0051.53206.124.0050.00200.004.0066.50266.004.0033.85135.404.001.596.364.003.1312.52agustin gamarra4.0036.33145.324.0020.0280.084.00178.18712.724.00256.711026.84sardinel en jardineria12.0010.00120.0012.004.7857.364.007.6030.404.005.6022.404.0031.81127.244.004.0016.004.0014.5758.2856.0010.00560.0056.001.80100.8040.0010.00400.0040.001.0843.204.003.1012.404.001.405.6016.0010.00160.0016.002.0032.00

04.03.02 CONCRETO f'c = 175 Kg/cm2m3197.61197.61m3los sauces2.0054.020.150.406.482.0040.340.150.404.842.0067.670.150.408.122.0054.010.150.406.482.0022.090.150.402.6512 de octubre2.0065.700.150.407.882.0050.930.150.406.112.0016.100.150.401.932.0012.500.150.401.502.004.130.150.400.502.0015.930.150.401.912.0051.530.150.406.182.0050.000.150.406.002.0066.500.150.407.982.0033.850.150.404.062.001.590.150.400.192.003.130.150.400.38agustin gamarra2.0036.330.150.404.362.0020.020.150.402.402.00178.180.150.4021.382.00256.710.150.4030.81sardinel en jardineria6.0010.000.150.504.506.004.780.150.502.152.007.600.150.501.142.005.600.150.500.842.0031.810.150.504.772.004.000.150.500.602.0014.570.150.502.1928.0010.000.150.5021.0028.001.800.150.503.7820.0010.000.150.5015.0020.001.080.150.501.622.003.100.150.500.472.001.400.150.500.218.0010.000.150.506.008.002.000.150.501.20

04.03.03 CURADO DE CONCRETOm21691.451691.45m2los sauces4.0054.020.2043.224.0040.340.2032.274.0067.670.2054.144.0054.010.2043.214.0022.090.2017.6712 de octubre4.0065.700.2052.564.0050.930.2040.744.0016.100.2012.884.0012.500.2010.004.004.130.203.304.0015.930.2012.744.0051.530.2041.224.0050.000.2040.004.0066.500.2053.204.0033.850.2027.084.001.590.201.274.003.130.202.50agustin gamarra4.0036.330.2029.064.0020.020.2016.024.00178.180.20142.544.00256.710.20205.37los sauces2.0054.020.1516.212.0040.340.1512.102.0067.670.1520.302.0054.010.1516.202.0022.090.156.6312 de octubre2.0065.700.1519.712.0050.930.1515.282.0016.100.154.832.0012.500.153.752.004.130.151.242.0015.930.154.782.0051.530.1515.462.0050.000.1515.002.0066.500.1519.952.0033.850.1510.162.001.590.150.482.003.130.150.94agustin gamarra2.0036.330.1510.902.0020.020.156.012.00178.180.1553.452.00256.710.1577.01sardinel en jardineria12.0010.000.2024.0012.004.780.2011.474.007.600.206.084.005.600.204.484.0031.810.2025.454.004.000.203.204.0014.570.2011.6656.0010.000.20112.0056.001.800.2020.1640.0010.000.2080.0040.001.080.208.644.003.100.202.484.001.400.201.1216.0010.000.2032.0016.002.000.206.406.0010.000.159.006.004.780.154.302.007.600.152.282.005.600.151.682.0031.810.159.542.004.000.151.202.0014.570.154.3728.0010.000.1542.0028.001.800.157.5620.0010.000.1530.0020.001.080.153.242.003.100.150.932.001.400.150.428.0010.000.1512.008.002.000.152.40

04.03.04 SELLADO DE JUNTAS CON ASFALTO, e = 1"m1209.000.18217.62217.62m

05REPOSICION DEL SISTEMA DE DESAGUE05.01 TRABAJOS PRELIMINARES05.01.01 TRAZO, NIVELES Y REPLANTEOm2363.18363.18m2los sauces1.0054.020.6032.411.0040.340.6024.201.0067.670.6040.601.0054.010.6032.411.0022.090.6013.2512 de octubre1.0065.700.6039.421.0050.930.6030.561.0016.100.609.661.0012.500.607.501.004.130.602.481.0015.930.609.561.0051.530.6030.921.0050.000.6030.001.0066.500.6039.901.0033.850.6020.31

05.02 MOVIMIENTO DE TIERRAS05.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm3544.77544.77m3los sauces1.0054.020.601.5048.621.0040.340.601.5036.311.0067.670.601.5060.901.0054.010.601.5048.611.0022.090.601.5019.8812 de octubre1.0065.700.601.5059.131.0050.930.601.5045.841.0016.100.601.5014.491.0012.500.601.5011.251.004.130.601.503.721.0015.930.601.5014.341.0051.530.601.5046.381.0050.000.601.5045.001.0066.500.601.5059.851.0033.850.601.5030.47

05.02.02 REFINE Y NIVELACION DE FONDOS DE ZANJAm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

05.02.03 SUMINISTRO Y COLOCACION DE CAMA DE APOYOm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

05.02.04 RELLENO Y COMPACTADO DE ZANJAS H < 1.50m605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

05.03 TUBERIA RED DESAGUE05.03.01 SUM Y COL TUB PVC UF S25 200 mm. C/ANILLO ELASTOMETRICOm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

05.03.02 PRUEBA HIDRULICA DE RED COLECTORAm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

06REPOSICION DE CONEXIONES DOMICILIARIAS DE DESAGUE06.01 TRABAJOS PRELIMINARES06.01.01 TRAZO, NIVELES Y REPLANTEOm245.005.000.60135.00135.00m2

06.02 MOVIMIENTO DE TIERRAS06.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm345.005.000.601.30175.50175.50m3

06.02.02 REFINE Y NIVELACION DE FONDOS DE ZANJAm45.005.000.60135.00135.00m

06.02.03 SUMINISTRO Y COLOCACION DE CAMA DE APOYOm45.005.000.60135.00135.00m

06.02.04 RELLENO Y COMPACTADO DE ZANJAS H < 1.50m45.005.000.60135.00135.00m

06.03 CONEXIONES DOMICILIARIAS06.03.01 SUM Y COL TUB PVC UF S25 160 mm C/ANILLOm45.005.000.60135.00135.00m

06.03.02 SUM Y COL ACCESORIOS PARA CONEXION DOMICILIARIA DESAGUEund45.0045.0045.00und

07MURO DE CONTENCION DE PIEDRA07.01 TRABAJOS PRELIMINARES07.01.01 TRAZO, NIVELES Y REPLANTEOm267.5367.53m2los sauces1.0035.560.6021.341.0019.900.6011.941.0011.790.607.071.001.990.601.1912 de octubre1.009.410.605.651.0033.900.6020.34

07.02 MOVIMIENTO DE TIERRAS07.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm378.0078.00m3los sauces1.0035.560.600.8017.071.0019.900.600.809.551.0011.790.601.5010.611.001.990.601.501.7912 de octubre1.009.410.601.508.471.0033.900.601.5030.51

07.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm378.00esp.0.032.3480.34m3los sauces1.0035.560.600.8017.071.0019.900.600.809.551.0011.790.601.5010.611.001.990.601.501.7912 de octubre1.009.410.601.508.471.0033.900.601.5030.51

07.02.03 REFINE Y NIVELACION EN TERRENO NORMALm2327.54327.54m2los sauces1.0035.560.6021.341.0019.900.6011.941.0011.790.607.071.001.990.601.1912 de octubre1.009.410.605.651.0033.900.6020.34los sauces2.0035.560.8056.902.0019.900.8031.842.0011.791.5035.372.001.991.505.9712 de octubre2.009.411.5028.232.0033.901.50101.70

07.03 MURO DE PIEDRA07.03.01 CONCRETO CICLOPEO fc=175kg/cm2 +70% PG.m3166.38166.38m3los sauces1.0035.560.603.3070.411.0019.900.602.3027.461.0011.790.602.0014.151.001.990.602.002.3912 de octubre1.009.410.602.0011.291.0033.900.602.0040.68

07.03.02 ENCOFRADO Y DESENCOFRADO EN MUROS DE PIEDRAm2277.30277.30m2los sauces1.0035.563.30117.351.0019.902.3045.771.0011.792.0023.581.001.992.003.9812 de octubre1.009.412.0018.821.0033.902.0067.80

07.03.03 EMBOQUILLADO DECORATIVO MEZCLA C:A 1:4m2277.30277.30m2los sauces1.0035.563.30117.351.0019.902.3045.771.0011.792.0023.581.001.992.003.9812 de octubre1.009.412.0018.821.0033.902.0067.80

07.03.04 DRENAJE EN MURO (TUBERIA DE 2")m112.55112.55mlos sauces1.0035.561.00tub.x metro35.561.0019.901.00tub.x metro19.901.0011.791.00tub.x metro11.791.001.991.00tub.x metro1.9912 de octubre1.009.411.00tub.x metro9.411.0033.901.00tub.x metro33.90

08REPOSICION DE BUZONES08.01 TRABAJOS PRELIMINARESarea08.01.01 TRAZO, NIVELES Y REPLANTEOm215.001.1316.9516.95m2

08.02 MOVIMIENTO DE TIERRASarea08.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm315.001.131.5025.4325.43m3

08.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm315.001.131.5025.43esp.0.030.7626.19m3

08.02.03 REFINE Y NIVELACION EN TERRENO NORMALm215.001.1316.9516.95m2

08.03 OBRAS DE CONCRETOL.C.espesor08.03.01 CONCRETO F'C= 175 KG/CM2m315.004.240.151.5014.3114.31m3area08.03.02 CONCRETO F'C=210 KG/CM2 PARA LOSAS E=0.20 mm315.001.130.203.393.39m3

08.03.03 ACERO GRADO 60 EN LOSAS MACIZASkgcuadro de met. Fierro254.52254.52kg

08.03.04 ENCOFRADO METLICO DE BUZONESund15.0015.0015.00und

08.03.05 SUM Y COL DE TAPA DE FIERRO FUNDIDO; D = 0.60 m.pza15.0015.0015.00pza

09REPOSICION DEL SISTEMA DE AGUA09.01 TRABAJOS PRELIMINARES09.01.01 TRAZO, NIVELES Y REPLANTEOm2363.18363.18m2los sauces1.0054.020.6032.411.0040.340.6024.201.0067.670.6040.601.0054.010.6032.411.0022.090.6013.2512 de octubre1.0065.700.6039.421.0050.930.6030.561.0016.100.609.661.0012.500.607.501.004.130.602.481.0015.930.609.561.0051.530.6030.921.0050.000.6030.001.0066.500.6039.901.0033.850.6020.31

09.02 MOVIMIENTO DE TIERRAS09.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm3363.18363.18m3los sauces1.0054.020.601.0032.411.0040.340.601.0024.201.0067.670.601.0040.601.0054.010.601.0032.411.0022.090.601.0013.2512 de octubre1.0065.700.601.0039.421.0050.930.601.0030.561.0016.100.601.009.661.0012.500.601.007.501.004.130.601.002.481.0015.930.601.009.561.0051.530.601.0030.921.0050.000.601.0030.001.0066.500.601.0039.901.0033.850.601.0020.31

09.02.02 REFINE Y NIVELACION DE FONDOS DE ZANJAm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

09.02.03 SUMINISTRO Y COLOCACION DE CAMA DE APOYOm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

09.02.04 RELLENO Y COMPACTADO DE ZANJAS H < 1.50m605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

09.03 TUBERIA RED MATRIZ DE AGUA09.03.02 SUM Y COL TUB PVC ISO 4422 UF 63 mm C/ANILLOm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

09.03.03 PRUEBA HIDRAULICA Y DESINFECCINm605.30605.30mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.85

10REPOSICION DE CONEXIONES DOMICILIARIAS DE AGUA10.01 TRABAJOS PRELIMINARES10.01.01 TRAZO, NIVELES Y REPLANTEOm245.005.000.60135.00135.00m2

10.02 MOVIMIENTO DE TIERRAS0.000.0010.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm345.005.000.600.80108.00108.00m3

10.02.02 REFINE Y NIVELACION DE FONDOS DE ZANJAm45.005.00225.00225.00m

10.02.03 SUMINISTRO Y COLOCACION DE CAMA DE APOYOm45.005.00225.00225.00m

10.02.04 RELLENO Y COMPACTADO DE ZANJAS H = prom. 0.80m45.005.00225.00225.00m10.03 CONEXIONES DOMICILIARIAS0.000.0010.03.01 SUM Y COL MANGUERA DE POLIETILENO ALTA DENSIDAD (PEAD)m45.005.00225.00225.00m

10.03.02 SUM Y COL ACCESORIOS PARA CONEXION DOMICILIARIAund45.0045.0045.00und

11OBRAS DE DRENAJE Y CANAL DE AGUAS PLUVIALES11.01 TRABAJOS PRELIMINARES11.01.01 TRAZO, NIVELES Y REPLANTEOm21129.071129.07m2drenaje28.001.201.2040.3256.003.000.60100.80canal agustin gamarra1.00488.881.50733.321.0077.091.50115.64canal 12 de octubre1.00212.890.60127.731.008.690.605.21canal los sauces1.0010.070.606.04

11.02 MOVIMIENTO DE TIERRAS11.02.01 EXCAVACION DE ZANJAS EN TERRENO SUELTOm31589.101589.10m3drenaje28.001.201.201.0040.3256.003.000.601.20120.96canal agustin gamarra1.00488.881.501.601173.311.0077.091.501.60185.021.00212.890.600.5063.871.008.690.600.502.61canal los sauces1.0010.070.600.503.02

11.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm31589.10esp.0.0347.671636.78m3drenaje28.001.201.201.0040.3256.003.000.601.20120.96canal agustin gamarra1.00488.881.501.601173.311.0077.091.501.60185.021.00212.890.600.5063.871.008.690.600.502.61canal los sauces1.0010.070.600.503.02

11.02.03 REFINE Y NIVELACION DE FONDOS DE ZANJAm999.22999.22mdrenaje28.001.2033.6056.003.00168.00canal agustin gamarra1.00488.88488.881.0077.0977.09canal 12 de octubre1.00212.89212.891.008.698.69canal los sauces1.0010.0710.07

11.03 OBRAS DE CONCRETO11.03.01 ENCOFRADO Y DESENCOFRADO DE OBRAS DE ARTEm22566.842566.84m2drenaje28.001.201.0033.6028.000.901.0025.2028.001.201.0033.6028.000.901.0025.20tapa canal agust. Gamarra1.0077.091.2092.511.00488.481.20586.18tapa canal 12 de octubre1.00212.890.80170.31canal agustin gamarra2.00488.881.251222.202.0077.091.25192.73canal 12 de octubre2.00212.890.40170.312.008.690.406.95canal los sauces2.0010.070.408.06

11.03.02 ACERO G 60, fy = 4200 Kg/cm2 P/OBRAS DE ARTEkgcuadro de met. Fierro36397.7536397.75kg

11.03.03 CONCRETO F'C=210 KG/CM2m3548.45548.45m3drenaje28.001.200.151.005.0428.000.900.151.003.7828.001.200.151.005.0428.000.900.151.003.78tapa canal agust. Gamarra1.0077.091.500.2023.131.00488.481.500.20146.54tapa canal 12 de octubre1.00212.890.800.1017.03canal agustin gamarra2.00488.880.151.25183.332.0077.090.151.2528.91canal 12 de octubre2.00212.890.100.4017.032.008.690.100.400.70canal los sauces2.0010.070.100.400.81piso drenajes28.000.900.900.102.27piso canal agustin gamarra1.0077.091.200.1513.881.00488.481.200.1587.93piso canal 12 de octubre1.00212.890.400.108.521.008.690.400.100.35piso canal los sauces1.0010.070.400.100.40

11.04ALCANTARILLAS LATERALES DE 120 X120mt.11.04.01 SUM. Y COL. DE REJILLAS METALICAS PARA DRENAJE PLUVIALm228.001.201.2040.3240.32m2

11.04.02 SUM Y COL TUB PVC UF S25 200 mm. C/ANILLO ELASTOMETRICOm168.00168.00m28.003.0084.0028.003.0084.00

12 OBRAS EN AREA VERDE12.01 TRABAJOS PRELIMINARES12.01.01 TRAZO, NIVELES Y REPLANTEOm2815.82815.82m2 agustin gamarra3.0010.004.78143.401.007.605.6042.561.0031.814.00127.241.0014.574.0058.2814.0010.001.80252.0010.0010.001.08108.001.003.101.404.344.0010.002.0080.00

12.02 MOVIMIENTO DE TIERRAS12.02.01 EXCAVACION MASIVA EN TERRENO SUELTOm381.5881.58m3 agustin gamarra3.0010.004.780.1014.341.007.605.600.104.261.0031.814.000.1012.721.0014.574.000.105.8314.0010.001.800.1025.2010.0010.001.080.1010.801.003.101.400.100.434.0010.002.000.108.00

12.02.02 ELIMINACIN MANUAL DE MATERIAL HASTA 30 Mm381.58esp.0.032.4584.03m3 agustin gamarra3.0010.004.780.1014.341.007.605.600.104.261.0031.814.000.1012.721.0014.574.000.105.8314.0010.001.800.1025.2010.0010.001.080.1010.801.003.101.400.100.434.0010.002.000.108.00

12.02.03 PERFILADO Y COMPACTADO MANUALm2815.82815.82m2 agustin gamarra3.0010.004.78143.401.007.605.6042.561.0031.814.00127.241.0014.574.0058.2814.0010.001.80252.0010.0010.001.08108.001.003.101.404.344.0010.002.0080.00

12.02.04 RELLENO Y COMPACTADO m2815.82815.82m2 agustin gamarra3.0010.004.78143.401.007.605.6042.561.0031.814.00127.241.0014.574.0058.2814.0010.001.80252.0010.0010.001.08108.001.003.101.404.344.0010.002.0080.00

12.03 SEMBRADO DE GRASS EN AREA VERDE12.03.01 SUM Y COL DE SUSTRATO PARA JARDINESm2815.82815.82m2 agustin gamarra3.0010.004.78143.401.007.605.6042.561.0031.814.00127.241.0014.574.0058.2814.0010.001.80252.0010.0010.001.08108.001.003.101.404.344.0010.002.0080.00

12.03.02 SEMBRIO DE GRASSm2815.82815.82m2 agustin gamarra3.0010.004.78143.401.007.605.6042.561.0031.814.00127.241.0014.574.0058.2814.0010.001.80252.0010.0010.001.08108.001.003.101.404.344.0010.002.0080.00

12.03.03 SUM Y COL DE PLANTASund148.00148.00148.00und

13PUENTE LOSA 4m DE LUZ13.01 TRABAJOS PRELIMINARES13.01.01 TRAZO, NIVELES Y REPLANTEOm2168.57m21.0014.5711.57168.5713.02 MOVIMIENTO DE TIERRAS13.02.01 EXCAVACION MANUAL DE TERRENOm3146.30m32.0033.25m2 cad2.20146.3013.02.02 ELIMINACIN DE MATERIAL CON MAQUINARIAm3190.19m31.30146.30190.1913.02.03 PERFILADO Y COMPACTADO EN TERRENO DE FUNDACIONm266.50m22.0033.2566.5013.03 OBRAS DE CONCRETO SIMPLE13.03.01 ENCOFRADO Y DESENCOFRADO DE OBRAS DE ARTEm2172.90m22.0033.252.60172.9013.03.02 CONCRETO CICLOPEO f'c = 175 Kg/cm2 + 70% PGm333.25m32.0033.25m2 cad0.5033.2513.03.03 CONCRETO CICLOPEO FC=175KG/CM2 + 30 % PM.m399.84m32.0019.20m2 cad2.6099.8413.04 OBRAS DE CONCRETO ARMADO13.04.01 ENCOFRADO Y DESENCOFRADO DE OBRAS DE ARTEm270.17m21.007.169.8070.1713.04.02 ACERO G 60, fy = 4200 Kg/cm2 P/OBRAS DE ARTEkg3287.45kg1.003287.4513.04.03 CONCRETO F'C=210 KG/CM2m328.07m31.007.169.800.4028.0713.05 PINTADO DE BARANDAS13.05.01 PINTADO DE BARANDAund2.00und2.002.0013.06 OTROS13.06.01 BARANDAS PARA PONTONm12.00m1.0012.0014PINTADO DE SEALIZACION VIAL14.01 PINTURA DE SARDINELES H=20CM.m1.0012.0012.00mlos sauces2.0054.02108.042.0040.3480.682.0067.67135.342.0054.01108.022.0022.0944.1812 de octubre2.0065.70131.402.0050.93101.862.0016.1032.202.0012.5025.002.004.138.262.0015.9331.862.0051.53103.062.0050.00100.002.0066.50133.002.0033.8567.702.001.593.182.003.136.26agustin gamarra2.0036.3372.662.0020.0240.042.00178.18356.362.00256.71513.42

14.02 PINTURA DE CRUCEROS PEATONALESm256.0056.00m216.003.000.2512.0016.003.000.2512.0016.003.000.2512.003.008.000.256.0014.003.000.2510.502.007.000.253.50

14.03 PINTADO DE LINEA CENTRAL DE PAVIMENTOm1177.261177.26mlos sauces1.0054.0254.021.0040.3440.341.0067.6767.671.0054.0154.011.0022.0922.0912 de octubre1.0065.7065.701.0050.9350.931.0016.1016.101.0012.5012.501.004.134.131.0015.9315.931.0051.5351.531.0050.0050.001.0066.5066.501.0033.8533.851.001.591.591.003.133.13agustin gamarra1.0036.3336.331.0020.0220.021.00178.18178.181.00256.71256.71

15PRUEBAS DE LABORATORIO15.01 PRUEBAS PARA PAVIMENTOS15.01.01 ESTUDIOS DE SUELOS PARA DISEO DE PAVIMENTOSund4.004.004.00und

15.01.02 DISEO DE MEZCLAS DE CONCRETOund2.002.002.00und

15.01.03 ENSAYOS DE COMPRESIN AXIAL (BRIQUETAS DE CONCRETO)und60.0060.0060.00und

15.01.04 ENSAYOS PARA EL CONTROL DE GRADO DE COMPACTACINund8.008.008.00und

16FLETE TERRESTRE16.01 FLETE TERRESTREGLB1.001.001.00GLB

17MITIGACION DEL IMPACTO AMBIENTAL17.01 MITIGACION DEL IMPACTO AMBIENTALGLB1.001.001.00GLB

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acero pontonMETRADO DE ACERO

OBRA : MEJORAMIENTO DE LA TRANSITABILIDAD PEATONAL Y VEHICULAR DE LA AV. AGUSTIN GAMARRA, 12 DE OCTUBRE Y LOS SAUCES DE CACHIMAYO UBICACIN : CACHIMAYO

DescripcinDiseo del aceroN de elementos igualesN de piezas por elementoLong. Por piezaLongitud (m) por Peso Kg1/4"3/8"1/2"5/8"3/4"1"0.2480.5600.9941.5522.2353.973 PUENTES LOSA ACERO DE REFUERZO fy=4200 Kg/cm2PONTON LOSA ACE INF.As long.inf1"1767.160.00.00.00.00.0544.22,161.948As Repart.1/2"1409.800.00.0392.00.00.00.0389.648LOSA ACE SUP.As long.Inf1/2"1407.160.00.0286.40.00.00.0284.682As Repart.1/2"1299.800.00.0284.20.00.00.0282.495VIGA BORDEAs long.3/4"247.160.00.00.057.30.0128.021Estribs3/8"2221.650.072.60.00.00.00.040.65672.6962.60.057.3544.23,287.449

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