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ALBERDI", "statusDetails": "Adjudicada", "enquiriesAddress": {"streetAddress": "A TRAV\u00c9S DEL SICP"}, "clarificationMeetings": [{"address": {"streetAddress": "NO APLICA"}, "id": "1"}], "mainProcurementCategoryDetails": "Obras - Servicios de Construccion y Mantenimiento", "hasEnquiries": false, "value": {"amount": 155099499737, "currency": "PYG"}, "datePublished": "2025-07-05T16:30:26-04:00", "tenderPeriod": {"startDate": "2025-07-05T16:30:26-04:00", "endDate": "2025-08-11T13:00:00-04:00", "durationInDays": 36}, "awardPeriod": {"startDate": "2025-08-11T13:30:00-04:00"}, "enquiryPeriod": {"endDate": "2025-08-05T12:00:00-04:00", "startDate": "2025-07-05T16:30:26-04:00", "durationInDays": 30}, "mainProcurementCategory": "works", "additionalProcurementCategories": ["works"], "procurementMethod": "open", "procurementMethodDetails": "Licitaci\u00f3n P\u00fablica Nacional", "procuringEntity": {"id": "DNCP-SICP-CODE-20", "name": "Ministerio de Obras P\u00fablicas y Comunicaciones (MOPC)"}, "criteria": [{"id": "1", "title": "Garant\u00eda de Mantenimiento de Ofertas", "description": "Los oferentes, proveedores o contratistas deber\u00e1n garantizar la seriedad de sus ofertas, mediante la garant\u00eda de mantenimiento de la oferta", "source": "tenderer", "requirementGroups": [{"id": "1-1", "description": "La garant\u00eda debe ser de un cierto porcentaje, periodo y tipo", "requirements": [{"id": "1-1-1", "title": "Porcentaje de la garantia", "expectedValue": "5"}, {"id": "1-1-2", "title": "Validez de la garantia en d\u00edas", "expectedValue": "120"}]}]}], "enquiries": [{"id": "63cf56b59b5b76a789fefa96617a8aba-1", "date": "2025-08-05T11:41:36-04:00", "title": "inconsistencia en el CBR", "description": "En el pliego se indica:\nBacheo Profundo - Reposici\u00f3n de la subrasante (\u00cdtem 25.3.3): Para la subrasante de esta reparaci\u00f3n, se establece que \"rige lo especificado en el \u00edtem Terrapl\u00e9n (CBR\u226510)\".\nLa inconsistencia/duda surge de lo siguiente:\n1. Contradicci\u00f3n en el requisito de CBR para \"Terrapl\u00e9n\": El \u00edtem \"Terrapl\u00e9n\" (48.2.f) establece un CBR \u2265 5%, pero cuando el \"Bacheo Profundo\" se refiere al \u00edtem \"Terrapl\u00e9n\" para la reposici\u00f3n de la subrasante, indica que rige un CBR \u2265 10%. Esto es una contradicci\u00f3n directa dentro de las referencias al mismo \u00edtem.\nConsultamos, que valor deber\u00eda ser adoptado como CBR de la subrasante en el \u00edtem de bacheo profundo entendemos que es CBR=5% es correcta nuestra interpretaci\u00f3n ?", "answer": "Deber\u00e1 ser considerado lo especificado en el \u00cdtem Bacheo Profundo", "dateAnswered": "2025-08-06T17:44:25-04:00"}, {"id": "52392046d5840dad1ca138294889916a-1", "date": "2025-07-28T14:31:17-04:00", "title": "capacidad en materia de personal", "description": "Para los puestos tanto de Superintendente de Obras, y Residentes en obras viales. Las capas de rodadura con tratamiento superficial, simple, doble y/o triple, ser\u00e1n v\u00e1lidas para acreditar experiencias espec\u00edficas en pavimentaci\u00f3n asf\u00e1ltica, ?", "answer": "Solo ser\u00e1n consideradas las experiencias que cuenten con el \u00edtem carpeta de concreto asf\u00e1ltico. ", "dateAnswered": "2025-08-04T09:48:10-04:00"}, {"id": "0505e96a8237a390f2cba762642c75e6-1", "date": "2025-07-29T10:02:48-04:00", "title": "Dren Profundo", "description": "En la especificaci\u00f3n del \u00edtem 28 correspondiente al drenaje profundo, se indica que las tuber\u00edas perforadas deben estar colocadas sobre un lecho de 10 cm de hormig\u00f3n de limpieza. Sin embargo, se menciona adicionalmente que el drenaje debe llevar material granular filtrante, lo que parece redundante, ya que dicho material cumple con la funci\u00f3n de permitir el paso de agua sin necesidad de un lecho adicional de hormig\u00f3n.\n\nPor lo tanto, solicitamos confirmaci\u00f3n de que el lecho de hormig\u00f3n no es necesario, y que el material granular filtrante es suficiente para el correcto funcionamiento del drenaje profundo, seg\u00fan lo especificado.", "answer": "Se modifica mediante Adenda las EETT del \u00edtem DREN PROFUNDO. ", "dateAnswered": "2025-08-04T09:50:08-04:00"}, {"id": "71418dfbde92eb36ee1cef93bbefe161-1", "date": "2025-07-15T17:09:47-04:00", "title": "Experiencia Espec\u00edfica", "description": "Entendemos que la excavaci\u00f3n mec\u00e1nica de zanjas puede ser considerado como excavaci\u00f3n estructural. Favor confirmar", "answer": "No ser\u00e1 considerada excavaci\u00f3n mec\u00e1nica de zanjas como excavaci\u00f3n estructural.  ", "dateAnswered": "2025-08-04T09:01:13-04:00"}, {"id": "acac49aecf660da8989af8ec30d881b0-1", "date": "2025-07-17T12:02:18-04:00", "title": "Calle Brasil", "description": "Se observo durante el recorrido de obra, en el lote 2 calle Brasil, que parte de la misma corresponde a Pavimento tipo Hormig\u00f3n.\nConsultamos, si la reposici\u00f3n del pavimento para la calle Brasil deber\u00e1 ser con Carpeta de Concreto asf\u00e1ltico o Pavimento tipo Hormig\u00f3n?", "answer": "El pavimento debe ser carpeta de concreto asf\u00e1ltico.", "dateAnswered": "2025-08-04T09:20:24-04:00"}, {"id": "34c93d1cf69f153deec30ef8ea64fc71-1", "date": "2025-07-14T17:01:39-04:00", "title": "Prorroga", "description": "Solicitamos encarecidamente una pr\u00f3rroga en la presentaci\u00f3n de las ofertas de por lo menos 20 d\u00edas.", "answer": "Remitirse a los plazos establecidos en el SICP.\n\n", "dateAnswered": "2025-08-04T08:56:50-04:00"}, {"id": "ad481441a6e9f0eec5274fa7b614dc1f-1", "date": "2025-07-28T15:43:16-04:00", "title": "ESPECIFICACIONES T\u00c9CNICAS", "description": "EETT \u00edtem 38. Se\u00f1alizaci\u00f3n horizontal.\nSolicitamos confirmar que el tipo de se\u00f1alizaci\u00f3n horizontal solicitada en las EETT y el cual debe ser cotizado es del tipo TERMOPL\u00c1STICA.", "answer": "La pintura a utilizar es del tipo termopl\u00e1stica. Conforme se indica en las EETT.", "dateAnswered": "2025-08-04T09:48:27-04:00"}, {"id": "6687d5f666202f99f4f5847c4c12331e-1", "date": "2025-07-18T11:13:27-04:00", "title": "\u00cdtem 29 Sub rasante de suelo seleccionado", "description": "Hay discrepancias entre los espesores del \u00edtem Sub rasante de suelo seleccionado, entre lo establecido por las EETT y lo mostrado en los planos. Las EETT establecen un espesor de 0,30m, mientras que los planos muestran un espesor de 0,20m. Favor aclarar", "answer": "Se deber\u00e1 emplear un espesor de 0,20 m. Se modifica mediante Adenda.", "dateAnswered": "2025-08-04T09:42:02-04:00"}, {"id": "3fc2a8decae6e994ab2b1e1eb6af0871-1", "date": "2025-07-29T15:27:27-04:00", "title": "Adquisici\u00f3n de Certificados de Servicios Ambientales", "description": "En el apartado \u201cAdquisici\u00f3n de Certificados de Servicios Ambientales\u201d del Pliego de Bases y Condiciones (p\u00e1gina\u202f138/169), se establece que \u201cla contratista deber\u00e1 prever el 1\u202f% del monto correspondiente a los \u00edtems de movimiento de suelo\u201d para la compra de los Certificados de Servicios Ambientales (CSA).\n\nNo obstante, seg\u00fan la Ley N.\u00ba\u202f3001/06, art\u00edculo\u202f11\u00b0, las obras definidas como de alto impacto ambiental deben destinar al menos el 1\u202f% del costo total de la obra o del presupuesto operativo anual para la adquisici\u00f3n de CSA \n\nPor lo tanto, solicitamos se confirme cu\u00e1l de los criterios debe aplicarse en este llamado: si corresponde calcular el 1\u202f% exclusivamente sobre los \u00edtems de movimiento de suelo, seg\u00fan el PBC, o si debe aplicarse sobre el monto total de la obra, conforme lo establece la normativa ambiental vigente.", "answer": "Para este llamado aplicar\u00eda la compra por el 1% del costo total del \u00edtem de movimiento de suelo, debido a qu\u00e9 se clasifica como ACTIVIDAD DE ALTO IMPACTO conforme a la Resoluci\u00f3n MADES N\u00b0 81/2019, Anexo 2.", "dateAnswered": "2025-08-06T17:42:36-04:00"}, {"id": "60a98cdc270fe09227746578f448bf9f-1", "date": "2025-08-04T09:01:22-04:00", "title": "Lecho de hormig\u00f3n para alcantarillas tubulares", "description": "El \u00edtem 26 de las especificaciones t\u00e9cnicas indica que el asiento de las alcantarillas se ejecutar\u00e1 sobre un lecho de hormig\u00f3n simple \u201cseg\u00fan lo especificado en el \u00edtem Hormig\u00f3n simple para asiento de tuber\u00edas\u201d.\n\nSin embargo, no queda claro si este trabajo debe considerarse incluido dentro del precio unitario de las alcantarillas, o si por el contrario, debe ser medido y pagado por separado bajo el \u00edtem 33.\n\nSolicitamos que se aclare expresamente c\u00f3mo debe computarse el lecho de hormig\u00f3n para las alcantarillas tubulares.", "answer": "El hormig\u00f3n del lecho de asiento de tuber\u00edas se paga por separado, el hormig\u00f3n de regularizaci\u00f3n, se debe incluir dentro del costo de cada tipo de alcantarilla seg\u00fan sus di\u00e1metros.", "dateAnswered": "2025-08-06T17:43:57-04:00"}, {"id": "74e88a47860868ede10cfbf33cc2f10a-1", "date": "2025-07-16T12:02:23-04:00", "title": "Experiencia espec\u00edfica en construcci\u00f3n en actividades clave", "description": "Nos referimos a \u201cExperiencia espec\u00edfica en construcci\u00f3n en actividades clave\u201d y a la observaci\u00f3n N\u00b01:\n\n\u2022\tEn muchas ocasiones la actividad de excavaci\u00f3n estructural es \u201csubsidiaria\u201d del \u00edtem principal: el rubro u obra a ser construida. En estos casos y si no est\u00e1 detallado en los certificados de obra, pedimos que se acepten los planos y especificaciones t\u00e9cnicas junto con una planilla explicativa del c\u00f3mputo de la excavaci\u00f3n realizada.", "answer": "En el caso que el \u00edtem excavaci\u00f3n estructural sea \"subsidiario\" del \u00edtem principal: el rubro u obra a ser construida y que no se encuentre detallado en los certificados de obra, se aceptar\u00e1n los planos y especificaciones t\u00e9cnicas junto con una planilla explicativa del c\u00f3mputo de la excavaci\u00f3n realizada.", "dateAnswered": "2025-08-04T09:06:59-04:00"}, {"id": "599b9c370e60312e95f2646c355858bd-1", "date": "2025-07-21T09:08:42-04:00", "title": "Falta de planos de Secciones Tipo", "description": "Se solicita completar el grupo de planos de Secciones Tipo prove\u00eddos, ya que, entre estos, no est\u00e1 incluida la secci\u00f3n tipo del tramo 2+400 - 5+655", "answer": "Se agregan los planos mediante Adenda en el SICP.", "dateAnswered": "2025-08-04T09:43:15-04:00"}, {"id": "be20c0107a4b4b59ac1d201c35a38466-1", "date": "2025-07-31T11:25:52-04:00", "title": "RELLENO SUMIDEROS Y REGISTROS", "description": "En los \u00edtems 30 y 31 del pliego, correspondientes a la construcci\u00f3n de sumideros, c\u00e1maras colectoras y registros, se menciona que el alcance incluye el trabajo de relleno como parte de la ejecuci\u00f3n.\n\nNo obstante, entendemos que, dado que el pliego define \u00edtems espec\u00edficos de relleno con suelo arcilloso, filtrante y granular (\u00edtems 29), el material de relleno necesario para estas estructuras deber\u00eda computarse y medirse bajo esos \u00edtems, de acuerdo con el tipo de material y las exigencias de cada caso.\n\nSolicitamos confirmaci\u00f3n de que esta interpretaci\u00f3n es v\u00e1lida, y que el relleno ejecutado en torno a sumideros y registros podr\u00e1 computarse y pagarse seg\u00fan corresponda dentro de los \u00edtems 29.", "answer": "Ser\u00e1 contemplado seg\u00fan lo especificado en la Adenda del item SUMIDEROS, C\u00c1MARAS COLECTORAS Y REGISTROS\n\t30.1\tDescripci\u00f3n\nEste \u00cdtem comprende todo lo necesario para la construcci\u00f3n de sumideros prefabricados, c\u00e1maras colectoras prefabricadas, registros de inspecci\u00f3n, incluyendo la instalaci\u00f3n de rejillas, tapas de registros, etc., tal como se indican en los planos u ordenes de la Fiscalizaci\u00f3n.\nTales trabajos abarcan, pero sin limitarse a: limpieza, replanteo, excavaci\u00f3n, relleno, entibado, desag\u00fces, suministros de materiales para los sumideros y c\u00e1maras prefabricadas, para registros, marcos y rejillas de hierro fundido, la tapa de los registros y toda la mano de Obra necesaria.\n", "dateAnswered": "2025-08-06T17:43:26-04:00"}, {"id": "8fde6f4122f2dd60601d7838eb2a2368-1", "date": "2025-07-31T15:35:47-04:00", "title": "Especificaciones de tubos de ESSAP de Agua Corriente y Alcantarillado Sanitario", "description": "Se solicita especificar los materiales de los tubos a reponer para los items de \"Remocion y Reposici\u00f3n de Tuber\u00edas ESSAP\" y de \"Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario\", para una mejor cotizaci\u00f3n", "answer": "Como se establece en las EETT, 8 REMOCI\u00d3N Y REPOSICI\u00d3N DE TUBER\u00cdAS Y ALCANTARILLADOS, \n8.2 Materiales, 8.2.1 Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas \"Ser\u00e1n las tuber\u00edas existentes a ser removidas y recolocadas en la ubicaci\u00f3n especificada en los planos y/o por la fiscalizaci\u00f3n. En caso de que sea necesaria la colocaci\u00f3n de tuber\u00edas nuevas, deber\u00e1n ser del mismo tipo, dimensiones y materiales que las existentes.\"\n\n8.6 Forma de Pago\nEstos trabajos se pagar\u00e1n, medidos como se indic\u00f3 en la secci\u00f3n anterior, al precio indicado en el contrato para los \u00edtems:\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas ESSAP \u2300=50 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas ESSAP \u2300=150 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas ESSAP \u2300=200 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=150 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=200 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=250 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=300 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=350 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=400 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=450 mm\n- Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas de Alcantarillado Sanitario \u2300=600 mm\nEste precio ser\u00e1 compensaci\u00f3n total por la ejecuci\u00f3n de los trabajos arriba descriptos, por suministrar todo el equipo necesario, mano de obra, materiales, transporte, servicios, supervisi\u00f3n y los imprevistos para dar por completado el \u00cdtem.\nTambi\u00e9n ser\u00e1 compensaci\u00f3n total por los servicios de conseguir las especificaciones, supervisi\u00f3n, y la aprobaci\u00f3n final de los trabajos por parte de la ESSAP.\nNo se har\u00e1 ning\u00fan pago adicional en concepto de repetici\u00f3n de las operaciones o removidos adicionales de los deshechos provenientes de los trabajos abarcados por este \u00cdtem\"\nSe aclara que los di\u00e1metros para las tuber\u00edas de agua corriente-50- 150-200, indican cu\u00e1les ser\u00edan las cantidades de conexiones, la cantidad de accesorios y los tiempos que le pueden demandar dichas actividades. \nPara el caso de las tuber\u00edas de alcantarillado sanitario, cuando los di\u00e1metros son mayores a 250 mm, las conexiones domiciliarias son escasas, y normalmente hay una conexi\u00f3n por cada vivienda, y unos 25 a 32 lotes por manzana, lo que equivale tener unos 8 ocho lotes por cada 100 m, con ello se pueden establecer las cantidades de conexiones que se deber\u00e1n reponer, en el caso de traslado de l\u00edneas de di\u00e1metro 250, \u00f2 menores. Para el caso de l\u00edneas mayores, se debe consultar al ente administrador del servicio ESSAP, sobre dichos di\u00e1metros.\n", "dateAnswered": "2025-08-06T17:43:40-04:00"}, {"id": "d416ddb748de44c185e6875a0ceb3cb9-1", "date": "2025-07-18T10:01:07-04:00", "title": "Prorroga", "description": "Solicitamos una prorroga de por lo menos 20 d\u00edas para el correcto an\u00e1lisis del proyecto.", "answer": "Remitirse a los plazos establecidos en el SICP.\n", "dateAnswered": "2025-08-04T09:41:49-04:00"}, {"id": "b9716c283582ba34c83723e6eb03bfc4-1", "date": "2025-07-18T12:39:28-04:00", "title": "Experiencia Especifica", "description": "En el \u00edtem Experiencia Espec\u00edfica se solicita: \"Participaci\u00f3n en calidad de contratista, integrante de un consorcio o subcontratista autorizado por la Administraci\u00f3n Contratante, en Instituciones P\u00fablicas y/o Privadas, en al menos Un [1] contrato, durante los \u00faltimos diez [10] a\u00f1os anteriores (2015 2024).\nLote 1 y Lote 2:\nSe considerar\u00e1n contrato de Obras viales con pavimentaci\u00f3n asf\u00e1ltica, que incluya construcci\u00f3n de alcantarillas celulares o tubulares en al menos 2000 m.\"\n\nAl respecto, solicitamos que se permita acreditar la experiencia mediante contratos independientes:\n\t\u2022\tun contrato que contemple exclusivamente obras viales con pavimentaci\u00f3n asf\u00e1ltica, y\n\t\u2022\totro contrato que contemple exclusivamente la construcci\u00f3n de alcantarillas celulares o tubulares por al menos 2.000 metros.\n\nEsta modificaci\u00f3n no afecta el alcance de la experiencia requerida, ya que se mantiene la exigencia de demostrar capacidad t\u00e9cnica tanto en ejecuci\u00f3n de pavimentaci\u00f3n asf\u00e1ltica como en obras de alcantarillas. Por el contrario, la flexibilizaci\u00f3n solicitada ampl\u00eda razonablemente el universo de posibles oferentes calificados, sin desvirtuar los fines t\u00e9cnicos perseguidos por la convocatoria.\n\nAsimismo, esta solicitud se funda en el principio de concurrencia y competencia previsto en en la Ley N\u00b0 7021/22, y en la necesidad de evitar restricciones excesivas que puedan limitar la participaci\u00f3n de empresas con experiencia acreditable en ambos rubros, aunque no necesariamente en un \u00fanico contrato", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones.", "dateAnswered": "2025-08-04T09:42:36-04:00"}, {"id": "762aba7c4ba9ead1ae1c2f1d303fac9a-1", "date": "2025-07-25T11:42:21-04:00", "title": "\u00cdtem Revisi\u00f3n de Proyecto de Ingenier\u00eda", "description": "En la p\u00e1gina 115 del PBC en el \u00edtem Revisi\u00f3n de Proyecto de Ingenier\u00eda, en el Apartado 43.4 - Plazo de Presentaci\u00f3n del Informe, se menciona lo siguiente \u201cEl plazo de entrega del informe ser\u00e1 de 4 meses, contados a partir de la orden de inicio de las obras\u201d y en la p\u00e1gina 141 del PBC en el Apartado Periodo de Construcci\u00f3n, lugar y otros datos, menciona \u201cEl plazo de cada Lote es de 24 meses contados a partir de la Orden de Inicio\u201d. Entendemos que el plazo de 4 meses correspondiente al \u00edtem de Revisi\u00f3n del Proyecto de Ingenier\u00eda se encuentra establecido dentro del plazo de 24 meses, es decir 20 meses para la ejecuci\u00f3n de la construcci\u00f3n y 4 meses para la revisi\u00f3n del Proyecto de Ingenier\u00eda, favor aclarar si es correcto nuestro entendimiento.", "answer": "Es correcto su entendimiento.", "dateAnswered": "2025-08-04T09:45:13-04:00"}, {"id": "35578ca9920fbdf5f39de5c28293275e-1", "date": "2025-07-09T11:43:10-04:00", "title": "Solicitud de Pr\u00f3rroga", "description": "Solicitamos una pr\u00f3rroga de 30 d\u00edas para la presentaci\u00f3n de ofertas, esto a fin de poder realizar un an\u00e1lisis mas detallado de los costos de obra.", "answer": "Remitirse a los plazos establecidos en el SICP.\n\n", "dateAnswered": "2025-08-04T08:56:28-04:00"}, {"id": "858c236b67d6a7169b3b54590e56f8e7-1", "date": "2025-08-04T08:28:27-04:00", "title": "Lecho de asiento para Alcantarillas Celulares", "description": "En las EETT proporcionadas en la Adenda N\u00b01, en el item 27 \"ALCANTARILLA CELULAR DE HORMIG\u00d3N ARAMDO\" se especifica lo siguiente en el apartado 27.3.3 Asiento para alcantarilla celulcar: \"La base de asiento de la estructura estar\u00e1 compuesta de una Camada Drenante seg\u00fan lo especificado en el item Relleno Granular de espesor construido seg\u00fan las formas y dimensiones indicadas en los planos del Proyecto\". Sin embargo, al mirar el documento \"Detalles de Obras de Drenaje\", en la secci\u00f3n de las Alcantarillas Celulares se puede visualizar un contrapiso de H\u00b0 C11, en vez de una base de material granular. Favor aclarar", "answer": "La base de asiento de la estructura estar\u00e1 compuesta de una Camada Drenante seg\u00fan lo especificado en el item \"Relleno Granular\" de espesor construido seg\u00fan las formas y dimensiones indicadas en los planos del Proyecto.", "dateAnswered": "2025-08-06T17:43:54-04:00"}, {"id": "c8ece5f71dea19ad5e5469260e7cdefb-1", "date": "2025-07-25T11:43:37-04:00", "title": "\u00cdtem Movilizaci\u00f3n", "description": "En la p\u00e1gina 154 del PBC en el Apartado Preparaci\u00f3n de los trabajos, se menciona lo siguiente \u201cDuraci\u00f3n del periodo de movilizaci\u00f3n: 30 d\u00edas calendarios, contados a partir de la Orden de Inicio\u201d y en la p\u00e1gina 115 del PBC del \u00edtem Revisi\u00f3n del Proyecto de Ingenier\u00eda en el Apartado 43.4 \u2013 Plazo de Presentaci\u00f3n del Informe se menciona lo siguiente \u201cEl plazo de entrega del informe ser\u00e1 de 4 meses, contados a partir de la orden de inicio de las obras\u201d. Entendemos que ambos \u00edtems, tanto la Revisi\u00f3n del Proyecto de Ingenier\u00eda y Movilizaci\u00f3n inician el mismo mes luego de la notificaci\u00f3n de la Orden de Inicio, favor aclarar si es correcto nuestro entendimiento.", "answer": "Es correcto su entendimiento.", "dateAnswered": "2025-08-04T09:45:29-04:00"}, {"id": "301b6a875657e2207406b66a47b9b035-1", "date": "2025-08-05T11:00:06-04:00", "title": "Experiencia especifica en construcci\u00f3n en actividades clave", "description": "Dado que el oferente podr\u00e1 ser adjudicado en un solo lote, entendemos que para cumplir con el requisito de \u201cExperiencia especifica en construcci\u00f3n en actividades clave\u201d, se podr\u00e1n presentar los mismos contratos indistintamente, tanto para el lote 1 como para el lote 2, a fin de cumplir con los requisitos solicitados. \nEs correcto nuestro entendimiento?", "answer": "Es correcto su entendimiento. ", "dateAnswered": "2025-08-06T17:44:19-04:00"}, {"id": "43ec225b5671353087a6cecc8b91a880-1", "date": "2025-07-16T15:26:16-04:00", "title": "Fck de Hormigones simples", "description": "Para los items \"Hormig\u00f3n simple para asiento de truberias\" y \"Hormig\u00f3n simple para veredas\" no se especifica la resistencia caracter\u00edstica fck con la que deben contar estos hormigones para la correcta ejecuci\u00f3n del item, favor aclarar", "answer": "El hormig\u00f3n simple para veredas, a emplear ser\u00e1 fck \u2265 110 Kg/cm\u00b2(11 Mpa). El hormig\u00f3n simple para asiento de tuber\u00edas, a emplear ser\u00e1 fck\u2265 90 Kg/cm\u00b2(9 Mpa). Se agrega mediante Adenda. ", "dateAnswered": "2025-08-04T09:09:40-04:00"}, {"id": "a0caf5fb8d27caa4ed694805fdd160ee-1", "date": "2025-08-04T11:16:30-04:00", "title": "Baden de Hormig\u00f3n", "description": "En la consulta N\u00b070, realizada para el presente llamado, se aclara que los planos que regir\u00e1n para el item \"Bad\u00e9n de hormig\u00f3n\", ser\u00e1n aquellos estipulados en el Manual de Carreteras del Paraguay. Sin embargo, en dichos planos muestra una base de asiento de H\u00b0 fck\u2265 9 MPa, sobre la cual ir\u00e1 el bad\u00e9n, mientras que en las EETT se establece que \"se asentar\u00e1n en todo su ancho sobre una cama de apoyo de suelo regularizado...\". Favor aclarar cual debe ser el material de asiento.\nPor otra parte, los planos muestran que el bad\u00e9n ser\u00e1 de hormig\u00f3n armado, mientras que en las EETT no se especifica la inclusi\u00f3n de varillas en la ejecuci\u00f3n del item. Favor aclarar si ser\u00e1 necesaria esa inclusi\u00f3n.\nPor \u00faltimo, se solicita aclarar si la secci\u00f3n a ejecutar ser\u00e1 la del BADEN TIPO 1 (triangular) o BADEN TIPO 2 (trapecial), ya que no se especifica, y las mismas poseen dimensiones y consumos distintos.", "answer": "1.\tDeber\u00e1 considerar el material de asiento establecido en los planos. \n2.\tEn cuanto a las varillas, remitirse a la cuant\u00eda establecida en los planos\n3.\tLa secci\u00f3n a ejecutar ser\u00e1 la del BADEN TIPO 1 (triangular) \n\n\u00c9l item ser\u00e1 pagado por metros c\u00fabicos, conforme a lo indicado por la fiscalizaci\u00f3n.\n\n", "dateAnswered": "2025-08-06T17:44:10-04:00"}, {"id": "6c891f3b82f38bacda1eb793aa0b8e5f-1", "date": "2025-07-30T12:04:31-04:00", "title": "Planos de Sumideros - Inclusi\u00f3n de rejillas verticales", "description": "En el documento pdf \"Detalle de Obras de Drenaje\", en las l\u00e1minas de SC1 y SM3 se especifica la inclusi\u00f3n de una rejilla vertical, en conjunto con sus debidos detalles, sin embargo, para los dem\u00e1s sumideros (SC2, SC3, SM1 y SM2) no se especifica, visualmente, la inclusi\u00f3n de esta rejilla. Favor aclarar si se incluir\u00e1n tambi\u00e9n estas rejillas en los dem\u00e1s sumideros", "answer": "Ajustarse a lo establecido en los planos. ", "dateAnswered": "2025-08-06T17:42:45-04:00"}, {"id": "c299926cdf64ec51e5205684b299fc91-1", "date": "2025-07-21T09:04:50-04:00", "title": "Asiento para tuberias", "description": "Se consulta si, para los items correspondientes a la Remoci\u00f3n y Reposici\u00f3n de Tuber\u00edas, se debe prever el costo del relleno del asiento, ya sea este granular o filtrante; o en su defecto, si esto ya esta incluido en los items Relleno Granular y Relleno Filtrante respectivamente.", "answer": "Se modific\u00f3  las Especificaciones T\u00e9cnicas del \u00edtem Remoci\u00f3n y Reposici\u00f3n de tuber\u00edas. \n\n", "dateAnswered": "2025-08-04T09:43:05-04:00"}, {"id": "9beceb9c0a2d3d9942338cdceff26874-1", "date": "2025-07-28T14:09:28-04:00", "title": "Consulta sobre ancho de calzada", "description": "En los planos del proyecto se presentan secciones tipo donde se indica que el ancho de la calzada ser\u00e1 de 9,00 metros. Sin embargo, tras realizar una visita t\u00e9cnica al sitio de la obra, se ha constatado que el ancho de calzada existente var\u00eda a lo largo del trazado, siendo en algunos tramos mayor y en otros menor a los 9,00 m indicados.\n\nEn virtud de lo anterior, solicitamos amablemente que la Convocante aclare:\n\nSi el ancho de calzada a ejecutar ser\u00e1 uniforme de 9,00 m en toda la longitud del proyecto, adapt\u00e1ndose las veredas en funci\u00f3n del espacio disponible;\n\nO bien, si la calzada deber\u00e1 ajustarse a la geometr\u00eda existente, y el excedente ser\u00e1 compensado mediante otros elementos constructivos (mayor o menor vereda, cuneta, espacios verdes, etc.).", "answer": "El ancho de calzada deber\u00e1 ajustarse a la geometr\u00eda existente.", "dateAnswered": "2025-08-04T09:47:45-04:00"}, {"id": "8f6738e887d3358d0f05474d25578f7f-1", "date": "2025-07-21T10:09:52-04:00", "title": "Experiencia Espec\u00edfica en Obras", "description": "Solcitamos que a fin dar cumplimiento al volumen de Excavaci\u00f3n Estructural solicitado, se permita la suma de Excavaci\u00f3n de zanjas de drenaje, ya que el \u00edtem Excavaci\u00f3n Estructural no siempre es un \u00edtem de pago ya que es subsidiario al \u00edtem de Alcantarillas Celulares o Tubulares", "answer": "No ser\u00e1 considerada excavaci\u00f3n de zanjas de drenaje. En el caso que el \u00edtem excavaci\u00f3n estructural sea \"subsidiario\" del \u00edtem principal: el rubro u obra a ser construida y que no se encuentre detallado en los certificados de obra, se aceptar\u00e1n los planos y especificaciones t\u00e9cnicas junto con una planilla explicativa del c\u00f3mputo de la excavaci\u00f3n realizada.", "dateAnswered": "2025-08-04T09:43:42-04:00"}, {"id": "8059fc08616bb16af667a4c42a1f8d15-1", "date": "2025-07-18T11:36:30-04:00", "title": "Excavaci\u00f3n Estructural", "description": "Para el Lote 1 y Lote 2 en experiencia especifica en Construcci\u00f3n: se solicita considerar todo tipo de excavaci\u00f3n o terrapl\u00e9n(Movimiento  de suelo) en vez de limitar solo a Excavaci\u00f3n Estructural", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones. \n\n", "dateAnswered": "2025-08-04T09:42:08-04:00"}, {"id": "951d00bb9658bad5ebfa099d05b5c10f-1", "date": "2025-07-30T14:44:42-04:00", "title": "Planos para Alcantarillas Celulares", "description": "En el listado de items y cantidades de ambos lotes es posible encontrar items de alcantarillas celulares, para las cuales no se ha prove\u00eddo ningun plano ni detalle entre los documentos descargables. Estas alcantarillas son:\nAlcantarilla Celular de 1.50x1.40\nAlcantarilla Celular de 2.00x1.50\nAlcantarilla Celular de 2.50x2.00\nAlcantarilla Celular de 2.50x1.10\nFavor proveer para una mejor cotizacion de estos items", "answer": "Debe relacionar, la cantidad de hormig\u00f3n y la cantidad de armadura, para alcantarillas que tengan secciones similares o mayores, debiendo considerar adem\u00e1s que las mismas deben ser prefabricadas. Revisar el rendimiento de galer\u00edas similares y de otros proyectos ya construidos recientemente. Conforme se establece en las EETT, 27.4 PROCEDIMIENTO DE TRABAJO, 27.4.1 Revisi\u00f3n y C\u00e1lculos de la Estructura de Hormig\u00f3n Armado: \"Quedar\u00e1 a cargo de la contratista la revisi\u00f3n, los c\u00e1lculos y la entrega de la memoria de c\u00e1lculo y planos de detalles firmados por un profesional habilitado, de las estructuras de hormig\u00f3n armado de acuerdo a lo especificado en el Manual de Carreteras del Paraguay, que deber\u00e1n presentarse a la Fiscalizaci\u00f3n para su revisi\u00f3n y aprobaci\u00f3n, previa a la ejecuci\u00f3n de las obras.\"", "dateAnswered": "2025-08-06T17:43:06-04:00"}, {"id": "22004a9336398e6ca7ed3492ec001b18-1", "date": "2025-07-15T18:17:24-04:00", "title": "Planilla de oferta", "description": "Respecto a la planilla de oferta del LOTE 2 , item 86 Registro tipo CCC1, la unidad de pago esta prevista en m2, consultamos si no hay un error y deber\u00eda ser por unidad, de ser necesario solicitamos su correcci\u00f3n", "answer": "Se modifica mediante Adenda. ", "dateAnswered": "2025-08-04T09:01:55-04:00"}, {"id": "88f072b34637a8e96e265a46d6b89cb5-1", "date": "2025-07-17T16:23:55-04:00", "title": "capacidad en materia de personal", "description": "Se entiende que la lista de personal y sus curr\u00edculos no ser\u00e1 necesaria presentar en la oferta.", "answer": "S\u00ed deber\u00e1 presentar la lista de personal y sus curriculums para los personales que figuran como Requisitos M\u00ednimos dentro del cuadro en \"Capacidad en Materia de Personal\". \nLa excepci\u00f3n a la presentaci\u00f3n de la lista y documentos es para el personal que no punt\u00faa \"PERSONAL OBLIGATORIO DE APOYO SOLICITADO PARA EL DESARROLLO DEL CONTRATO PARA CADA LOTE. NO PUNT\u00daA\", que son el Responsable Ambiental, Responsable en Salud y Seguridad Ocupacional (SySO), T\u00e9cnico en Salud y Seguridad Ocupacional (SySO), Responsable Social, T\u00e9cnico Social, T\u00e9cnico en Salud y Seguridad Ocupacional (SySO). \n", "dateAnswered": "2025-08-04T09:27:29-04:00"}, {"id": "8902abc05bdcbd3a6bffcbb6673a59e7-1", "date": "2025-07-29T09:58:34-04:00", "title": "Semip\u00f3rtico de Se\u00f1alizaci\u00f3n", "description": "En la planilla de cantidades, se observa para el lote 2 item Semip\u00f3rtico de Se\u00f1alizaci\u00f3n, la unidad de medida  \u201cMetros cuadrados\u201d, sin embargo en las especificaciones t\u00e9cnicas se describe la unidad de medida \u201cun\u201d.\nDada la discrepancia solicitamos revisi\u00f3n y confirmaci\u00f3n de la unidad de medida para el item  Semiportico de Se\u00f1alizaci\u00f3n indicada en la planilla de cantidades.", "answer": "Se modifica mediante Adenda en el SICP. ", "dateAnswered": "2025-08-04T09:49:39-04:00"}, {"id": "45ff74f3ff3d349f4c4472a41f41f239-1", "date": "2025-07-16T12:02:10-04:00", "title": "Experiencia espec\u00edfica en construcci\u00f3n en actividades clave", "description": "Nos referimos a \u201cExperiencia espec\u00edfica en construcci\u00f3n en actividades clave\u201d y a la observaci\u00f3n N\u00b01:\n\n   \u2022\tEntendemos que \u201cexcavaci\u00f3n estructural\u201d es toda actividad de excavaci\u00f3n que se realiza para alojar otro rubro de obra (del tipo y con el material que fuere: edificaciones, fundaciones, alcantarillas, tubos, ca\u00f1os, etc) en el espacio ocupado previamente por el suelo o roca). Favor confirmar.", "answer": "Excavaci\u00f3n estructural se refiere a la excavaci\u00f3n realizada para los trabajos de construcci\u00f3n o colocaci\u00f3n de alcantarillas tubulares o celulares, pozos de registros de inspecci\u00f3n, sumideros, c\u00e1maras colectoras u otras relacionadas con las obras de drenaje que son objeto del presente llamado. ", "dateAnswered": "2025-08-04T09:06:35-04:00"}, {"id": "8430307a2022821991ad70210e3bc0a5-1", "date": "2025-07-08T12:01:44-04:00", "title": "Experiencia especifica en obras", "description": "Para el item solicitado \"Excavaci\u00f3n estructural\": En el caso de que este item de excavaci\u00f3n estructural este incluido o sea subsidiario del item de Alcantarillas celulares o tubulares, es decir, no se encuentre como un item de pago individual en el certificado, consultamos c\u00f3mo se demostrar\u00eda la cantidad ejecutada?", "answer": "En el caso que el \u00edtem excavaci\u00f3n estructural sea \"subsidiario\" del \u00edtem principal: el rubro u obra a ser construida y que no se encuentre detallado en los certificados de obra, se aceptar\u00e1n los planos y especificaciones t\u00e9cnicas junto con una planilla explicativa del c\u00f3mputo de la excavaci\u00f3n realizada.\n", "dateAnswered": "2025-08-04T08:54:59-04:00"}, {"id": "5032e101b063d8f88c10790074cc7cc1-1", "date": "2025-07-21T11:09:33-04:00", "title": "Relleno para alcantarillas", "description": "Se consulta si el relleno de las excavaciones para las alcantarillas tubulares y celulares se deben prever en los items de las alcantarillas o ya estan incluidos en los items de Relleno Granular, Relleno Filtrante y Relleno con suelo arcilloso", "answer": "El relleno de las excavaciones para las alcantarillas tubulares y celulares, ya est\u00e1n incluidos en el \u00edtem Relleno de Suelos. Se modific\u00f3 las EETT a trav\u00e9s de Adenda.", "dateAnswered": "2025-08-04T09:43:55-04:00"}, {"id": "4dc4698d5d21669f94ea062482b8c0fa-1", "date": "2025-07-17T12:22:44-04:00", "title": "Solicitud de prorroga para presentaci\u00f3n de ofertas", "description": "En vista a la complejidad de la obra y dado los trabajos que deber\u00e1n ser realizados en una zona tan transitada como ser la Avda Avelino Martinez, solicitamos una pr\u00f3rroga de 45 d\u00edas en la presentaci\u00f3n de ofertas. Esto a fin de realizar un estudio a detalle de la obra y poder elaborar una propuesta econ\u00f3mica acorde a las exigencias del llamado.", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T09:26:51-04:00"}, {"id": "3f9d0374c08118d26a41cfaea78e004b-1", "date": "2025-08-05T08:52:06-04:00", "title": "Item Remocion de Pavimento tipo empedrado", "description": "En las EETT del item \"3. Remoci\u00f3n de pavimento tipo empedrado\", se estable en la secci\u00f3n de Forma de pago lo siguiente \"...incluyendo la mano de obra, provisi\u00f3n de materiales de contrucci\u00f3n, materiales de relleno...\". Se consulta si es que para el presente item se deben prever los costos de reposici\u00f3n de empedrado o si este trabajo va incluido en algun otro item", "answer": "En el item \"3. Remoci\u00f3n de pavimento tipo empedrado\", no se debe contemplar los costos de reposici\u00f3n de empedrado", "dateAnswered": "2025-08-06T17:44:15-04:00"}, {"id": "8e7f533f21566c8ec8976d141b098839-1", "date": "2025-07-17T11:49:50-04:00", "title": "Acceso a Propiedades Privadas", "description": "En el recorrido de obra se observo que varias de las descargas indicadas en el proyecto se realizan en propiedad privada. Consultamos, para estos casos, bajo responsabilidad de quien corre las gestiones que deber\u00e1n ser realizadas para acceder a propiedades privadas?", "answer": "Se modific\u00f3 mediante Adenda en las Especificaciones t\u00e9cnicas el \u00edtem Alcantarillas tubulares de hormig\u00f3n armado y Alcantarillas celulares de hormig\u00f3n armado.", "dateAnswered": "2025-08-04T09:12:10-04:00"}, {"id": "8095c9c457f3bf95fb7bc05a395bd2ad-1", "date": "2025-07-08T13:32:31-04:00", "title": "Esperiencia Espef\u00edcica - Actividades Claves", "description": "En experiencia espec\u00edfica en construcci\u00f3n actividades claves, la Observaci\u00f3n N\u00b01 dice: \n\u201cOferente individual: Las cantidades podr\u00e1n ser cumplidas en un mismo contrato o con la sumatoria de m\u00e1ximo 4 (cuatro) contratos.\nOferentes en consorcio: Las cantidades podr\u00e1n ser cumplidas en un mismo contrato o con la sumatoria de m\u00e1ximo 4 (cuatro) contrato por cada integrante.\u201d\n\nLa consulta es si los 4 (cuatro) contratos solicitados deben sumar el 100% de las cantidades requeridas (Excavaci\u00f3n Estructural, Colocaci\u00f3n de Alcantarillas, Carpeta de Concreto Asf\u00e1ltico, Pavimento de Hormig\u00f3n) o se pueden presentar hasta 4(cuatro) contratos por cada uno de los Rubros. Ejemplo, cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen2.500m3, etc.", "answer": "Se pueden presentar hasta 4 contratos para cada actividad clave. Ejemplo: cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000 m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen 2.500 m3, etc. En total para cumplir con los requisitos pueden presentar hasta 16 contratos en total (4 por cada actividad) en caso de oferente individual y en caso de consorcios dicha cantidad (16 contratos, 4 por cada actividad) es por cada integrante.", "dateAnswered": "2025-08-04T08:56:01-04:00"}, {"id": "a8398017be7bd045f44b1f7f970e92b6-1", "date": "2025-07-17T11:59:55-04:00", "title": "Planos de interferencia", "description": "Solicitamos la provisi\u00f3n de los planos de interferencia a modo de poder identificar los posibles puntos conflictivos y prever todos los costos asociados a los mismos.", "answer": "Los planos disponibles se encuentran en el SICP.", "dateAnswered": "2025-08-04T09:20:12-04:00"}, {"id": "480f32f1a2e35a04ca64ea4c1d537724-1", "date": "2025-07-28T12:35:51-04:00", "title": "Plan de Gesti\u00f3n Ambiental", "description": "Buenas tardes\nSe solicita el Plan de Gesti\u00f3n Ambiental del proyecto de manera a poder cotizar los programas que deben ser ejecutados a trav\u00e9s de dicho plan.", "answer": "Se agregan los programas mediante Adenda. ", "dateAnswered": "2025-08-04T09:47:27-04:00"}, {"id": "69f15056523ae198f295ddc154e17182-1", "date": "2025-07-17T10:18:36-04:00", "title": "Planilla de precios", "description": "En la Planilla de Precios descargada del SICP, Lote 2, el \u00edtem 86. Registro tipo CCC1- D=1.20m, incluida tapa H\u00b0F\u00b0, figura como unidad de medida \"metros cuadrados\", mientras que tanto en el Lote 1, como en las especificaciones figura como m\u00e9todo de pago por Unidad, \"Se medir\u00e1n de acuerdo con la cantidad de unidades (un) de registro tipo CCC1-D=1.20m construidos de acuerdo con estas especificaciones y los Planos correspondientes y aprobados por la Fiscalizaci\u00f3n.\" Favor realizar dicha correci\u00f3n en la Planilla de precios", "answer": "Se modifica en el SICP mediante Adenda. ", "dateAnswered": "2025-08-04T09:10:31-04:00"}, {"id": "a18dc00638f345021d2d8b84e5f054bc-1", "date": "2025-08-04T09:43:24-04:00", "title": "Precios Referenciales", "description": "Se consulta si est\u00e1n correctos los precios referenciales de los items \"Hormig\u00f3n simple para asiento de tuber\u00edas\" y \"Hormig\u00f3n simple para veredas\", los cuales son iguales para ambos, siendo estos iguales a Gs. 1.306.635. Esta consulta surge, ya que, en las EETT proporcionadas en la Adenda N\u00b01, hay una diferencia en el fck a utilizar en ambos items, en el item \"Hormig\u00f3n simple para asiento de tuber\u00edas\" se solicita un hormig\u00f3n con resistencia fck\u2265 90 kg/cm\u00b2, mientras que en el item \"Hormig\u00f3n simple para veredas\", el hormig\u00f3n requerido es de fck\u2265 110 kg/cm\u00b2. Favor aclarar", "answer": "El precio es referencial, se deber\u00e1 prever lo especificado en las especificaciones t\u00e9cnicas.", "dateAnswered": "2025-08-06T17:44:06-04:00"}, {"id": "181f491d33be28b813c57836e740bec9-1", "date": "2025-07-30T14:53:27-04:00", "title": "Precio Referencial \"Instalaciones y Servicios Especializados\"", "description": "Se solicita hacer una revisi\u00f3n del precio referencial del item \"Instalaciones y Servicios Especializados\", ya que, el mismo incluye la implementaci\u00f3n del Plan de Comunicaci\u00f3n del MOPC, lo que genera un excedente importante en el costo del item.", "answer": "El precio es referencial, se deber\u00e1 prever lo especificado en el item \"Instalaciones y Servicios Especializados\"", "dateAnswered": "2025-08-06T17:43:09-04:00"}, {"id": "63a4c1e11901aec0746f60994fffaf74-1", "date": "2025-07-16T14:30:10-04:00", "title": "Experiencia Espec\u00edfica", "description": "Solicitamos reconsiderar la restricci\u00f3n del n\u00famero de contratos que pueden utilizarse para acreditar las actividades clave. Consideramos que esta limitaci\u00f3n representa un cambio respecto a pliegos anteriores, en los que se permit\u00eda respaldar la experiencia con el contrato anterior u otros contratos que incluyeran los \u00edtems exigidos, dentro del per\u00edodo establecido. Esta nueva exigencia podr\u00eda afectar negativamente la estrategia de desarrollo de experiencia de las empresas", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones. Se pueden presentar hasta 4 contratos para cada actividad clave. Ejemplo: cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000 m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen 2.500 m3, etc. En total para cumplir con los requisitos pueden presentar hasta 16 contratos en total (4 por cada actividad) en caso de oferente individual y en caso de consorcios dicha cantidad (16 contratos, 4 por cada actividad) es por cada integrante, por lo que no se considera una limitaci\u00f3n para la participaci\u00f3n de oferentes que tengan experiencia suficiente para llevar adelante los trabajos de tan importante avenida. \nAdem\u00e1s en anteriores llamados se ha venido utilizando dicho requisito sin inconvenientes. Ejemplos:\n-LPN MOPC N\u00b0 12/2024 - ID 447734: m\u00e1ximo de 4 (cuatro contratos)\n-LPN MOPC N\u00b0 21/2024 - ID 447738: m\u00e1ximo de 4 (cuatro contratos)\n-LPN 97/2024 - ID 453470: requisito a) en un solo contrato, requisitos b, c y d en m\u00e1ximo de 3 (tres contratos)\n-LPN MOPC N\u00b0 109/2024 - ID 455007: m\u00e1ximo 2 (dos) contratos.\n-LPN MOPC N\u00b0 03/2025 - ID 460755: m\u00e1ximo de 4 (cuatro) contratos. \n", "dateAnswered": "2025-08-04T09:09:12-04:00"}, {"id": "289916554758f7c68c279bbcb87a97ef-1", "date": "2025-07-29T09:51:48-04:00", "title": "Solicitud de planos de detalle", "description": "Solicitamos los planos de detalle del item Baden de Hormigon", "answer": "Los planos de detalles, son los que se utilizan en los planos tipos del MOPC, se puede consultar el Manual de Carreteras del 2019, Unidad 8. El Manual se encuentra disponible en el siguiente enlace: https://mopc.gov.py/red-vial/manuales-viales/", "dateAnswered": "2025-08-04T09:48:52-04:00"}, {"id": "a595cc895c7beca9df50a03f343a249a-1", "date": "2025-07-21T11:57:46-04:00", "title": "C\u00e1maras de registros", "description": "Se consulta a que item corresponden los planos de la l\u00e1mina \"C\u00e1mara de Registros\", favor aclarar", "answer": "Se elimina el Plano N\u00b0 9 - Tipos de C\u00e1maras de Registros, ubicado en el documento \"Detalles de Obras de Drenaje.pdf\"", "dateAnswered": "2025-08-04T09:44:53-04:00"}, {"id": "67f1f004d103b6a6ffca1236935e832a-1", "date": "2025-07-30T14:22:16-04:00", "title": "REMOCION DE PAVIMENTO", "description": "En la recorrida realizada por la futura obra, hemos notado que algunas de las calles que ser\u00e1n intervenidas con la ejecuci\u00f3n de obras de drenaje, tienen pavimento de hormig\u00f3n.\nSe consulta:\n1- \u00bfser\u00eda factible incluir en la planilla de precios un item de REMOCION de pavimentos de hormig\u00f3n, similar a los \u00edtems de remocion de pavimento asf\u00e1ltico y empedrado?\n2- En los casos en que las calles a intervenir sean de pavimento de hormig\u00f3n, su reposici\u00f3n ser\u00e1 a su vez de hormig\u00f3n tambii\u00e9n o se deber\u00e1 reponer con un pavimento tipo asf\u00e1ltico?", "answer": "En el caso del pavimento de la calle Brasil, que es de hormig\u00f3n, se restituir\u00e1 con pavimento del tipo asf\u00e1ltico; con relaci\u00f3n al \u00edtem remoci\u00f3n de pavimentos de hormig\u00f3n, el mismo est\u00e1 previsto EN EL ITEM 4 REMOCION DE PAVIMENTO y su forma de pago en el punto 4.4 Forma de pago, [...] del \u00edtem denominado REMOCION DE PAVIMENTO TIPO HORMIGON.", "dateAnswered": "2025-08-06T17:42:54-04:00"}, {"id": "378a19c9f7ad3ded1051889ee671e69d-1", "date": "2025-07-08T11:40:28-04:00", "title": "Pr\u00f3rroga", "description": "Solicitamos una pr\u00f3rroga de por lo menos 30 d\u00edas en la fecha de presentaci\u00f3n de las ofertas a fin de realizar un buen estudio de los costos.", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T08:54:05-04:00"}, {"id": "d8dea5fb1ed45fd08d1af392e190dca5-1", "date": "2025-07-30T14:30:05-04:00", "title": "Relleno para excavaciones", "description": "En las EETT de los items de Excavaci\u00f3n (p\u00e1g 29), dice \"Se incluye adem\u00e1s el relleno posterior alrededor de las fundaciones terminadas\". Para tal enunciado, se consulta si es que en los items de Excavacion estructural y Excavacion en veredas se debe considerar el costo asociado al relleno, o si estos costos est\u00e1n ya incluidos en los items de Relleno Granular, Relleno filtrante y Relleno con suelo arcilloso. Favor aclarar", "answer": "Ser\u00e1 contemplado seg\u00fan lo especificado en la Adenda del item Relleno de Suelos \n\t29.1\tDescripci\u00f3n\nEste trabajo consiste en la colocaci\u00f3n en obra, de una capa de material granular cuya funci\u00f3n ser\u00e1 la de servir como base de asiento de alcantarillas tubulares y alcantarillas celulares, as\u00ed como bajo las losas de fondo de canal, cuando el material sobre el que se apoyar\u00e1 el lecho de asiento presente condiciones desfavorables de resistencia, sea por mala calidad del suelo o por exceso de humedad, y de un relleno filtrante a los costados de las estructuras como alcantarillas y muros. Ser\u00e1 ejecutado donde se lo requiera durante el per\u00edodo de construcci\u00f3n, y deber\u00e1 ser autorizado previamente por la Fiscalizaci\u00f3n.\nTambi\u00e9n incluye la colocaci\u00f3n en obra de una capa de material arcilloso para el relleno de excavaciones realizadas en la construcci\u00f3n de obras hidr\u00e1ulicas, terraplenes y otras estructuras viales donde se requiera baja permeabilidad. Su ejecuci\u00f3n deber\u00e1 realizarse conforme a lo indicado en los planos y aprobado por la Fiscalizaci\u00f3n", "dateAnswered": "2025-08-06T17:43:01-04:00"}, {"id": "a448558c6e1ed61ceed8d4ffd4161ac2-1", "date": "2025-07-16T13:46:41-04:00", "title": "93. Semip\u00f3rticos de se\u00f1alizaci\u00f3n", "description": "Se consulta cu\u00e1l ser\u00eda la unidad de medida correcta para el item \"93. Semip\u00f3rticos de se\u00f1alizaci\u00f3n\" del LOTE 2. Esto, ya que, en las EETT establece \"Se cuantificar\u00e1 por unidad (un) de estructura portase\u00f1al instalada...\", mientras que en la Planilla de Precios se establece que se mide en \"metros cuadrados\", favor aclarar.", "answer": "Se modifica en el SICP mediante Adenda. ", "dateAnswered": "2025-08-04T09:08:03-04:00"}, {"id": "877556b7437812944549661d557f4990-1", "date": "2025-07-29T08:32:55-04:00", "title": "Items duplicados", "description": "En la planilla se observa varios \u00edtems repetidos como Regularizaci\u00f3n con Concreto Asf\u00e1ltico, Bacheo Profundo, Bacheo Superficial, Base Granular Estabilizada CBR=100%, etc. Entendemos que uno corresponde a la avenida principal y  los otros a las intersecciones, es correcta nuestra interpretaci\u00f3n ?", "answer": "Es correcta la interpretaci\u00f3n, la indicaci\u00f3n de los tramos o zonas se encuentran en el documento \"Antecedentes Precios Llamado Mejoram. Rehab. AvelinoMartinez.pdf\" que es parte del Dictamen UOC N\u00b0 30/2025 de Justificaci\u00f3n de la Obtenci\u00f3n del Precio Referencial.\n\n", "dateAnswered": "2025-08-04T09:48:41-04:00"}, {"id": "4222980eb3a3b91dd52299632253e382-1", "date": "2025-07-16T12:04:39-04:00", "title": "Experiencia espec\u00edfica en construcci\u00f3n en actividades clave", "description": "Nos referimos a \u201cExperiencia espec\u00edfica en construcci\u00f3n en actividades clave\u201d y a la observaci\u00f3n N\u00b02:\nEn llamados anteriores, para demostrar experiencia en actividades clave, bastaba que el rubro est\u00e9 avanzado y se haya ejecutado con independencia del desarrollo o avance de la obra. Pedimos respetuosamente que, para guardar la consistencia de los pliegos en cuanto a su formulaci\u00f3n, lo que colaborar\u00e1 en su predictibilidad y har\u00e1 posible la planificaci\u00f3n del plan curricular de las empresas; se elimine el requisito de avance m\u00ednimo del contrato para la validaci\u00f3n de experiencias en actividades clave.", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones.", "dateAnswered": "2025-08-04T09:07:12-04:00"}, {"id": "73bca2e96c49a67424beda760a6374a2-1", "date": "2025-08-05T11:50:06-04:00", "title": "Tapada para reposici\u00f3n", "description": "En el \u00edtem 8.3.2 de las Especificaciones T\u00e9cnicas se establece la obligatoriedad de proteger las tuber\u00edas con envoltura o losetas de hormig\u00f3n cuando la tapada sea menor a 90 cm. Considerando que en zonas urbanas esta situaci\u00f3n es muy frecuente, incluso en sectores sin carga vehicular significativa, \u00bfser\u00eda posible considerar una altura m\u00ednima inferior a 90 cm para requerir dicha protecci\u00f3n, o establecer un criterio diferencial seg\u00fan el tipo de tr\u00e1nsito previsto?", "answer": "Remitirse a lo especificado en el \u00edtem REMOCI\u00d3N Y REPOSICI\u00d3N DE TUBER\u00cdAS Y ALCANTARILLADOS\n8.3.2 Asiento de Tuber\u00edas\n...Una envoltura de Hormig\u00f3n o protecci\u00f3n por medio de losetas de Hormig\u00f3n Armado, ser\u00e1n imprescindibles en los casos en que la tapada sobre la tuber\u00eda resulte inferior a 90 cm, entendi\u00e9ndose por tapada la diferencia de nivel entre la superficie del terreno o la cota del pavimento y la generatriz superior de las ca\u00f1er\u00edas...", "dateAnswered": "2025-08-06T17:44:28-04:00"}, {"id": "51a582ce37b7c3439239f2c757357003-1", "date": "2025-07-30T14:17:18-04:00", "title": "Excavacion para Alcantarillas", "description": "Se consulta si los costos de los trabajos de excavaci\u00f3n destinados a la ejecuci\u00f3n de alcantarillas, tanto tubulares, como celulares, se deben prever dentro de cada item de Alcantarillas o si dicho costo ya esta incluido en el item de Excavaciones. En las EETT de Excavaciones (p\u00e1g 29) se establece lo siguiente \"Este trabajo consistir\u00e1 en la excavaci\u00f3 para la cimentaci\u00f3n de alcantarillas tubulares, celulares u otras estructuras\". Mientras tanto, en las formas de pago de los items de alcantarillas tambien se establece la inclusi\u00f3n de las excavaciones en el item. Favor aclarar", "answer": "Se ha modificado mediante Adenda la especificaci\u00f3n t\u00e9cnica de los \u00edtems ALCANTARILLA CELULAR DE HORMIG\u00d3N ARMADO y ALCANTARILLA TUBULAR DE HORMIG\u00d3N ARMADO.\nRemitirse a lo especificado en la Adenda del \u00cdtem Excavaci\u00f3n\n1.1\tDescripci\u00f3n\nEste trabajo consistir\u00e1 en la excavaci\u00f3n para la cimentaci\u00f3n de alcantarillas tubulares, celulares u otras estructuras, para las cuales el \u00edtem particular no especifique en otra forma tales excavaciones.", "dateAnswered": "2025-08-06T17:42:47-04:00"}, {"id": "a6aab7616e91cafc6f5aac1919ce359a-1", "date": "2025-07-15T11:19:48-04:00", "title": "EXPERIENCIA DE CONTRATOS", "description": "Respecto a la experiencia especifica, el rubro excavacion estructural, se solicita tener en cuenta las excavacion o terraplenes es decir Movimiento de suelo para demostrar la capacidad de dicho trabajo, vale decir cambien Excavacion estructural por Movimiento de suelo", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones.\n", "dateAnswered": "2025-08-04T09:00:23-04:00"}, {"id": "353ca2f5b3a80b784dd75ce3ded87c5e-1", "date": "2025-08-04T09:29:26-04:00", "title": "MOVIMIENTO DE SUELO PARA CERTIFICADOS AMBIENTALES", "description": "En la p\u00e1gina 177 del pliego se establece que el 1% del monto correspondiente a los trabajos de movimiento de suelo ser\u00e1 destinado a cubrir los certificados ambientales.\n\nSin embargo, no se especifica en forma expl\u00edcita qu\u00e9 \u00edtems del presupuesto se consideran como \u201cmovimiento de suelo\u201d a estos efectos.\n\nSolicitamos a la Convocante que aclare qu\u00e9 \u00edtems de la planilla de precios de cada lote deben ser considerados como movimiento de suelo para el c\u00e1lculo de dicho porcentaje.", "answer": "Todos los subitems que formen parte del \u00edtem de MOVIMIENTO DE SUELO, deben ser considerados para el c\u00e1lculo del 1% del monto total de la actividad de alto impacto (EXCAVACI\u00d3N ESTRUCTURAL, EXCAVACI\u00d3N EN VEREDAS). Adem\u00e1s, se debe considerar otros \u00edtems que impliquen extracci\u00f3n de minerales de acuerdo a lo establecido en el Art\u00edculo 2\u00b0 de la Resoluci\u00f3n MADES N\u00b0 250/2021.", "dateAnswered": "2025-08-06T17:44:03-04:00"}, {"id": "15442f041ec04f110baeb0ebb16b8c30-1", "date": "2025-07-30T15:06:42-04:00", "title": "Relleno para sumideros", "description": "Se consulta si los costos de los rellenos necesarios en la ejecucion de los sumideros se debe considerar dentro de los items de sumideros, o si este costo ya esta incluido en alg\u00fan otro item", "answer": "Ser\u00e1 contemplado seg\u00fan lo especificado en la Adenda del item SUMIDEROS, C\u00c1MARAS COLECTORAS Y REGISTROS\n30.1\tDescripci\u00f3n\nEste \u00cdtem comprende todo lo necesario para la construcci\u00f3n de sumideros prefabricados, c\u00e1maras colectoras prefabricadas, registros de inspecci\u00f3n, incluyendo la instalaci\u00f3n de rejillas, tapas de registros, etc., tal como se indican en los planos u ordenes de la Fiscalizaci\u00f3n.\nTales trabajos abarcan, pero sin limitarse a: limpieza, replanteo, excavaci\u00f3n, relleno, entibado, desag\u00fces, suministros de materiales para los sumideros y c\u00e1maras prefabricadas, para registros, marcos y rejillas de hierro fundido, la tapa de los registros y toda la mano de Obra necesaria.\n", "dateAnswered": "2025-08-06T17:43:15-04:00"}, {"id": "c0273eaca56204f1ae1709d8155a0717-1", "date": "2025-07-21T08:52:43-04:00", "title": "Excavacion Estructural", "description": "De la revisi\u00f3n del documento Pliego de Bases y Condiciones en el apartado Especificaciones T\u00e9cnicas Constructivas en el \u00edtem excavaci\u00f3n indica que \u201cEn este trabajo deber\u00e1 incluirse el suministro y colocaci\u00f3n del material de relleno aprobado, para reponer el material inadecuado que se haya encontrado al cimentar las estructuras. El material granular provendr\u00e1 de dep\u00f3sitos aluvionales de cantos rodados, material de trituraci\u00f3n de canteras o combinaciones de los mismos a efectos de obtener una mezcla densa y bien graduada.\u201d \nSolicitamos al MOPC la aclaraci\u00f3n si dentro de dicho \u00edtem se debe prever tanto la excavaci\u00f3n como el relleno posterior de las mismas.", "answer": "Se debe considerar el costo del suministro y colocaci\u00f3n del material de relleno en el \u00edtem Relleno de Suelos. \nSe modific\u00f3 a trav\u00e9s de Adenda las Especificaciones t\u00e9cnicas del \u00edtem Excavaci\u00f3n y del \u00edtem Relleno de Suelos\n", "dateAnswered": "2025-08-04T09:42:56-04:00"}, {"id": "09b6e3f3934d8913149162e9de5055e7-1", "date": "2025-07-18T12:17:32-04:00", "title": "Solicitud de prorroga", "description": "Solicitamos una prorroga de 30 dias desde la fecha de presentacion de ofertas, este pedido obedece a la necesidad de realizar un estudio detallada de la propuesta economica y asi presentar una oferta de precio en beneficio de las partes.", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T09:42:30-04:00"}, {"id": "3f1462f815f72be565b96b52d32d5fc3-1", "date": "2025-07-30T14:22:01-04:00", "title": "Rellenos para alcantarillas", "description": "Se consulta si es que los rellenos correspondientes a los trabajos de ejecuci\u00f3n de alcantarillas deben ser previstos, junto con sus costos correspondientes, en los items de alcantarillas celulares y tubulares, o en su defecto, si es que dichos rellenos ya estan contemplados en los items de Relleno Granular, Relleno Filtrante y Relleno con suelo arcilloso. Favor aclarar", "answer": "Ser\u00e1 contemplado seg\u00fan lo especificado en la Adenda del item Relleno de Suelos \n29.1\tDescripci\u00f3n\nEste trabajo consiste en la colocaci\u00f3n en obra, de una capa de material granular cuya funci\u00f3n ser\u00e1 la de servir como base de asiento de alcantarillas tubulares y alcantarillas celulares, as\u00ed como bajo las losas de fondo de canal, cuando el material sobre el que se apoyar\u00e1 el lecho de asiento presente condiciones desfavorables de resistencia, sea por mala calidad del suelo o por exceso de humedad, y de un relleno filtrante a los costados de las estructuras como alcantarillas y muros. Ser\u00e1 ejecutado donde se lo requiera durante el per\u00edodo de construcci\u00f3n, y deber\u00e1 ser autorizado previamente por la Fiscalizaci\u00f3n.\nTambi\u00e9n incluye la colocaci\u00f3n en obra de una capa de material arcilloso para el relleno de excavaciones realizadas en la construcci\u00f3n de obras hidr\u00e1ulicas, terraplenes y otras estructuras viales donde se requiera baja permeabilidad. Su ejecuci\u00f3n deber\u00e1 realizarse conforme a lo indicado en los planos y aprobado por la Fiscalizaci\u00f3n", "dateAnswered": "2025-08-06T17:42:51-04:00"}, {"id": "63df45b05dc42ad7b243046be23cec5e-1", "date": "2025-07-30T11:50:50-04:00", "title": "Hormigones para Lecho de Alcantarillas", "description": "Para los items de Alcantarillas Celulares, en las EETT, en el apartado 27.3.3 \"Platea para alcantarilla celular\" se establece que \"ser\u00e1 construido un hormig\u00f3n de regularizaci\u00f3n (homig\u00f3n de regularizaci\u00f3n) dosificado par la clase C-15\". Se consulta si es que ese enunciado se refiere al contrapiso de hormig\u00f3n especificado en los planos de Alcantarillas Celulares, y de ser as\u00ed, se solicita aclarar cual resistencia caracter\u00edstica ser\u00eda la adecuada para este contrapiso, ya que en los planos se establece un fck mayor o igual a 110 Kg/cm\u00b2", "answer": "Remitirse a lo especificado en la Adenda del \u00cdtem ALCANTARILLA CELULAR DE HORMIG\u00d3N ARMADO.\n27.3.3\tAsiento para alcantarilla celular.\nLa base de asiento de la estructura estar\u00e1 compuesta de una Camada Drenante seg\u00fan lo especificado en el item \"Relleno Granular\" de espesor construido seg\u00fan las formas y dimensiones indicadas en los planos del Proyecto.", "dateAnswered": "2025-08-06T17:42:42-04:00"}, {"id": "617d1fb78be07cdf27575b472cd753a9-1", "date": "2025-07-30T14:27:15-04:00", "title": "LIMPIEZA DE BASURA", "description": "En la recorrida realizada por la zona de la futura obra, hemos notado la presencia de gran cantidad de basura en los canales existentes, los cuales algunos ser\u00e1n intervenidos o reemplazados por nuevas obras de drenaje.\nSolicitamos se incluya como un \u00edtem de contrato la LIMPIEZA Y DISPOSICION FINAL DE BASURAS de las calles, canales y obras existentes, y su forma de medici\u00f3n y pago sea por TONELADA efectivamente retirada.", "answer": "Se mantiene la lista de cantidades", "dateAnswered": "2025-08-06T17:42:57-04:00"}, {"id": "759a583846def6b3febd0d8396149a7c-1", "date": "2025-07-15T18:17:13-04:00", "title": "rubros", "description": "Respecto el item 25 - Remoci\u00f3n de Pavimento asfaltico sobre empedrado, solicitamos aclaraci\u00f3n si dicha remoci\u00f3n incluye el empedrado", "answer": "La Remoci\u00f3n de Pavimento asf\u00e1ltico sobre empedrado, se refiere en este \u00edtem, a la remoci\u00f3n de todo el paquete que soporta a dicha capa asf\u00e1ltica, lo cual incluye al empedrado que le da sustentaci\u00f3n.", "dateAnswered": "2025-08-04T09:01:41-04:00"}, {"id": "ac000ca91f14a49dca83ec3eefdcb165-1", "date": "2025-07-26T14:41:41-04:00", "title": "Capacidad en personal", "description": "Para Superintendente de obras se solicita lo siguiente:\nJefe de Obras o Superintendente de Obras: Un (1)\nIngeniero Civil o Vial.\nExperiencia General\nSiete (7) o m\u00e1s a\u00f1os de experiencia efectiva en obras viales.\nExperiencia Espec\u00edfica\nCinco (5) a\u00f1os de experiencia en el cargo de Superintendente\no Jefe de Obras con pavimentaci\u00f3n asf\u00e1ltica y 3 a\u00f1os de\nexperiencia en alcantarillado pluvial y/o Sanitario .\n\nConsulta: los contratos de alcantarillado pluvial y/o sanitario, generalmente tambien incluyen terminaci\u00f3n de capa de rodadura, que por lo general es de asfalto, por ende, una experiencia de alcantarillado pluvial, que conlleve pavimentaci\u00f3n asf\u00e1ltica, como ser\u00e1 contabilizado?\nTambien existen contratos viales que conllevan traves\u00edas urbanas con alcantarillados pluviales, estos contratos como ser\u00e1n contabilizados para determinar la duraci\u00f3n de experiencias tanto en pavimentaci\u00f3n asf\u00e1ltica como alcantarillado pluvial?", "answer": "a) una experiencia de alcantarillado pluvial ser\u00e1 considerada como pavimentaci\u00f3n asf\u00e1ltica, siempre que se demuestre haber ejecutado el \u00edtem carpeta de concreto asf\u00e1ltico. \nb) Se contabilizar\u00e1 la duraci\u00f3n de la participaci\u00f3n del profesional en el cargo desempe\u00f1ado durante el contrato. \n", "dateAnswered": "2025-08-04T09:46:42-04:00"}, {"id": "964d4a6eccd3f40054b91d6199d804aa-1", "date": "2025-07-16T11:45:00-04:00", "title": "Experiencia espec\u00edfica en construcci\u00f3n en actividades clave", "description": "Nos referimos a \u201cExperiencia espec\u00edfica en construcci\u00f3n en actividades clave\u201d y a la observaci\u00f3n N\u00b01:\n\n\u2022\tEntendemos que cuando dicen \u201clas cantidades podr\u00e1n ser cumplidas en un mismo contrato o con la sumatoria de m\u00e1ximo 4 (cuatro) contratos\u201d, se refieren a que cada actividad clave puede ser alcanzada con hasta 4 contratos. Favor confirmar nuestra interpretaci\u00f3n.", "answer": "Es correcta su interpretaci\u00f3n. Se pueden presentar hasta 4 contratos para cada actividad clave. Ejemplo: cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000 m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen 2.500 m3, etc.\n\n", "dateAnswered": "2025-08-04T09:05:03-04:00"}, {"id": "65f03d355a98abb8b034e6cb929b4d03-1", "date": "2025-07-18T08:48:55-04:00", "title": "\u00cdtem 86 - Registro tipo CCC1 D=1,20m, incluida tapa HF", "description": "Con respecto al \u00edtem Registro tipo CCC1 D=1,20m, incluida tapa HF, no se encuentran entre los planos, detalles algunos sobre la tapa de hierro fundido, favor incluir para una mejor cotizaci\u00f3n de ese \u00edtem", "answer": ":  Remitirse a la l\u00e1mina Detalle de Obras de Drenaje LAMN\u00b0 11 del archivo planos-avelino-6862881c11644.pdf. ", "dateAnswered": "2025-08-04T09:27:45-04:00"}, {"id": "33f3ae58f0216d24c0f7722b32eadc5d-1", "date": "2025-07-16T09:50:37-04:00", "title": "Experiencia general", "description": "En el pliego no se establece la presentaci\u00f3n del formulario EXPERIENCIA GENERAL que acompa\u00f1a la documentaci\u00f3n, ya que esta experiencia ser\u00e1 acreditaba con los formularios de Volumen anual de negocios, y estos formularios se respaldan por los balances contables, por ende no es necesario presentar los contratos que avalen esa facturaci\u00f3n, es as\u00ed?", "answer": "En la Secci\u00f3n \"FORMULARIOS\"; en el Formulario \"DETALLE DEL VOLUMEN ANUAL DE NEGOCIOS DEL A\u00d1O:_____ (a\u00f1o que se considera)\" en una parte se establece cuanto sigue:... \"Para demostrar el Detalle del Volumen Anual de Negocios se tendr\u00e1 en cuenta cuanto sigue: -Para demostrar los porcentajes de participaci\u00f3n deben presentar el contrato de constituci\u00f3n de consorcio\" (SIC); en consideraci\u00f3n a lo expuesto precedentemente se aclara que, en caso que el oferente declare el en su formulario de Detalle del Volumen Anual de Negocios los Ingresos Operativos en consorcio, es indispensable contar con los Contratos de Constituci\u00f3n de Consorcio debido a que son necesarios para demostrar que una determinada empresa forma parte del consorcio que se declara en el formulario de modo a identificar el porcentaje de participaci\u00f3n dentro de ese consorcio; de esta manera los Estados Financieros  (Estado de Resultado Consorciado) se puede dar como valido el Volumen Anual de Negocios\nConsorciado de conformidad a lo establecido en la Secci\u00f3n \"REQUISITOS DE PARTICIPACI\u00d3N Y CRITERIOS DE EVALUACI\u00d3N\"; Punto \"EXPERIENCIA GENERAL EN OBRAS- VOLUMEN ANUAL DE NEGOCIOS\" que en el segundo p\u00e1rrafo establece cuanto sigue:....\"El promedio del volumen anual de negocios se define como el total de los ingresos operativos; verificables en los Estados de Resultados y Notas a los Estados Financieros. Los Ingresos Operativos podr\u00e1n corresponder a los trabajos realizados en su calidad de Contratista Principal, Sub Contratista o Integrante de un Consorcio, los mismos ser\u00e1n promediados y dividido el n\u00famero de (5) a\u00f1os\" (SIC).\n", "dateAnswered": "2025-08-04T09:04:49-04:00"}, {"id": "b5cd4d1748edca99ffe9bf7888511c10-1", "date": "2025-07-29T16:23:57-04:00", "title": "Inicio Lote 1", "description": "En la p\u00e1gina 29 del PBC aclara que el lote 1 va de 0+200 al a 3+500\n\nEn los planos de planialtimetr\u00eda la red de alcantarillado inicia en la progresiva 0+100 aproximadamente.\n\nEntendemos que se realiza la red de alcantarillado desde la progresiva 0+100 y por otra parte la pavimentaci\u00f3n r\u00edgida inicia en la progresiva 0+200. \u00bfEs correcta nuestra suposici\u00f3n?", "answer": "La red de alcantarillado pluvial, se inicia en la 0+100 aproximadamente. Y la pavimentaci\u00f3n r\u00edgida se inicia en la 0+200 aproximadamente.", "dateAnswered": "2025-08-06T17:42:39-04:00"}, {"id": "c209b8b1606a9e0bbccc2d0f46c5c18f-1", "date": "2025-07-16T11:46:10-04:00", "title": "Experiencia espec\u00edfica en construcci\u00f3n en actividades clave", "description": "Nos referimos a \u201cExperiencia espec\u00edfica en construcci\u00f3n en actividades clave\u201d y a la observaci\u00f3n N\u00b01:\n\u2022\tSolicitamos la revisi\u00f3n de la limitaci\u00f3n del n\u00famero de contratos para el cumplimiento de las \u201cactividades clave\u201d. En los pliegos se ha venido utilizando la expresi\u00f3n \u201ccontar con experiencia m\u00ednima para el contrato que antecede u otros contratos que cuenten con los \u00edtems solicitados ejecutados en el per\u00edodo de los \u00faltimos xxx a\u00f1os\u2026.\u201d Resulta pues un requisito nuevo la limitaci\u00f3n del n\u00famero de contratos para el cumplimiento de las actividades clave que, consideramos, atenta contra la formulaci\u00f3n del plan de carrera de las empresas y la forma como estas se preparan para el cumplimiento de los requisitos. Es por esta raz\u00f3n que pedimos respetuosamente el levantamiento de esta limitaci\u00f3n.", "answer": "Se pueden presentar hasta 4 contratos para cada actividad clave. Ejemplo: cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000 m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen 2.500 m3, etc. En total para cumplir con los requisitos pueden presentar hasta 16 contratos en total (4 por cada actividad) en caso de oferente individual y en caso de consorcios dicha cantidad (16 contratos, 4 por cada actividad) es por cada integrante, por lo que no se considera una limitaci\u00f3n para la participaci\u00f3n de oferentes que tengan experiencia suficiente para llevar adelante los trabajos de tan importante avenida. \nAdem\u00e1s en anteriores llamados se ha venido utilizando dicho requisito. Ejemplos:\n-LPN MOPC N\u00b0 12/2024 - ID 447734: m\u00e1ximo de 4 (cuatro contratos)\n-LPN MOPC N\u00b0 21/2024 - ID 447738: m\u00e1ximo de 4 (cuatro contratos)\n-LPN 97/2024 - ID 453470: requisito a) en un solo contrato, requisitos b, c y d en m\u00e1ximo de 3 (tres contratos)\n-LPN MOPC N\u00b0 109/2024 - ID 455007: m\u00e1ximo 2 (dos) contratos.\n-LPN MOPC N\u00b0 03/2025 - ID 460755: m\u00e1ximo de 4 (cuatro) contratos. \n\n", "dateAnswered": "2025-08-04T09:05:43-04:00"}, {"id": "52b899218a7e662ba401c54110e542df-1", "date": "2025-07-25T15:13:10-04:00", "title": "Planillas referenciales", "description": "Solicitamos revisar y aclarar las planillas referenciales de ambos lotes, ya que en su forma actual se detectan \u00edtems con la misma descripci\u00f3n que se encuentran repetidos, sin que exista una indicaci\u00f3n clara de la zona, sector, t\u00edtulos o rubros que permitan una interpretaci\u00f3n estructurada.\n\nPor ejemplo, en el lote 1 se observan los \u00edtems 1 y 27 de excavaci\u00f3n estructural. (as\u00ed tambi\u00e9n los \u00edtems 25 y 35 o los \u00edtems 41 y 47)\n\nDado que los \u00edtems no est\u00e1n diferenciados por subt\u00edtulos resulta ambigua la interpretaci\u00f3n de a que proceso responden los \u00edtems.\n\nPor lo que solicitamos amablemente que se reordene o remita la planilla referencial, agrupando los \u00edtems por rubros o por elementos de obra o bien una aclaraci\u00f3n a cada uno de los \u00edtems que re repiten o no se identifican a que rubro responden.", "answer": "A fin de encontrar la indicaci\u00f3n de los tramos o zonas se encuentran en el documento \"Antecedentes Precios Llamado Mejoram. Rehab. AvelinoMartinez.pdf\" que es parte del Dictamen UOC N\u00b0 30/2025 de Justificaci\u00f3n de la Obtenci\u00f3n del Precio Referencial.", "dateAnswered": "2025-08-04T09:46:15-04:00"}, {"id": "b06c379c949383722146d5d6e79fe98f-1", "date": "2025-07-25T08:27:13-04:00", "title": "Falta de planos de Bacheo", "description": "Se solicita proporcionar planos de las secciones m'as detallados, especialmente los referentes a los de bacheo superficial y bacheo profundo", "answer": "Los planos disponibles se encuentran en el SICP.", "dateAnswered": "2025-08-04T09:44:59-04:00"}, {"id": "ba397715a8476e767675cc0a23f3cef0-1", "date": "2025-07-31T16:28:57-04:00", "title": "Registros alcantarillado sanitario- en vereda", "description": "Solicitamos aclaraci\u00f3n sobre los detalles y caracter\u00edsticas de este tipo de registro de dicho \u00edtem en especifico ya que no se tienen detalles de estos registros destinados al alcantarillado sanitario. En los planos provistos solo se cuentan con los detalles pluviales.", "answer": "Remitirse a la L\u00e1mina N\u00b0 11 publicada en el SICP. ", "dateAnswered": "2025-08-06T17:43:49-04:00"}, {"id": "89f359cb707d355709cddaeb4a90dc42-1", "date": "2025-07-30T14:58:23-04:00", "title": "Hormigon simple para asiento de tuber\u00edas", "description": "Se consulta si es que el hormig\u00f3n a ejecutar en el item \"Hormig\u00f3n simple para asiento de tuber\u00edas\" hace alusi\u00f3n tambi\u00e9n al hormig\u00f3n de asiento para las alcantarillas, y si dicho lecho de asiento va incluido en este item, o se debe incluir dentro del costo de los items de alcantarillas", "answer": "Este \u00edtem hace alusi\u00f3n al hormig\u00f3n necesario ejecutar para el asiento de alcantarillas tubulares, los cuales se pagan en el presente \u00edtem, No incluye el hormig\u00f3n de regularizaci\u00f3n para alcantarillas tubulares, dicho hormig\u00f3n de regularizaci\u00f3n debe incluirse en el costo del \u00edtem para los diferentes di\u00e1metros.", "dateAnswered": "2025-08-06T17:43:13-04:00"}, {"id": "002ff7648558f65ae1f7648e4948174e-1", "date": "2025-08-04T09:10:12-04:00", "title": "Complementos alcantarillas celulares", "description": "En las Especificaciones T\u00e9cnicas del \u00edtem \"Alcantarilla Celular de Hormig\u00f3n Armado\", se describen tareas como la excavaci\u00f3n estructural y el relleno granular de fondo como parte del procedimiento constructivo.\n\nSin embargo, no se indica de forma expl\u00edcita si dichos trabajos deben considerarse incluidos en ese \u00edtem o si deben ser computados y pagados por separado bajo los \u00edtems \"Excavaci\u00f3n Estructural\" y \"Relleno con material granular\".\n\nEntendemos que ambos trabajos est\u00e1n incluidos en el precio unitario de la alcantarilla celular seg\u00fan las especificaciones, y que no deben computarse ni pagarse por separado.\n\nSolicitamos confirmaci\u00f3n de que esta interpretaci\u00f3n es correcta.", "answer": "Dichas actividades se pagan por separado, remitirse a lo especificado en la Adenda del item Relleno de Suelos \n29.1\tDescripci\u00f3n\nEste trabajo consiste en la colocaci\u00f3n en obra, de una capa de material granular cuya funci\u00f3n ser\u00e1 la de servir como base de asiento de alcantarillas tubulares y alcantarillas celulares, as\u00ed como bajo las losas de fondo de canal, cuando el material sobre el que se apoyar\u00e1 el lecho de asiento presente condiciones desfavorables de resistencia, sea por mala calidad del suelo o por exceso de humedad, y de un relleno filtrante a los costados de las estructuras como alcantarillas y muros. Ser\u00e1 ejecutado donde se lo requiera durante el per\u00edodo de construcci\u00f3n, y deber\u00e1 ser autorizado previamente por la Fiscalizaci\u00f3n.\nTambi\u00e9n incluye la colocaci\u00f3n en obra de una capa de material arcilloso para el relleno de excavaciones realizadas en la construcci\u00f3n de obras hidr\u00e1ulicas, terraplenes y otras estructuras viales donde se requiera baja permeabilidad. Su ejecuci\u00f3n deber\u00e1 realizarse conforme a lo indicado en los planos y aprobado por la Fiscalizaci\u00f3n\n\nY en la Adenda del \u00cdtem Excavaci\u00f3n\n\t1.1 Descripci\u00f3n\nEste trabajo consistir\u00e1 en la excavaci\u00f3n para la cimentaci\u00f3n de alcantarillas tubulares, celulares u otras estructuras, para las cuales el \u00edtem particular no especifique en otra forma tales excavaciones.\n", "dateAnswered": "2025-08-06T17:44:00-04:00"}, {"id": "758aff9978835d7ea5fcd228f90e4254-1", "date": "2025-07-07T16:11:20-04:00", "title": "PRORROGA", "description": "Solicitamos una pr\u00f3rroga de por lo menos 45 d\u00edas, a fin de poder realizar una cotizaci\u00f3n mas competitiva, para el beneficio del estado paraguayo.", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T08:54:02-04:00"}, {"id": "a4b379e72c8d888ac3fff70632f259cc-1", "date": "2025-07-15T16:33:51-04:00", "title": "Experiencia especifica", "description": "Respecto a la exigencia de la Experiencia especifica, hemos identificado que las cantidades exigidas, de Excavaci\u00f3n estructural, Alcantarillas celular o tubular, Carpeta Asf\u00e1ltica y Pavimento de Hormig\u00f3n sobrepasar el 70% de la cantidad a realizar en esta obra, espec\u00edficamente en lo que respecta al LOTE 2,  por lo tanto solicitamos disminuir las Cantidades exigidas, a fin de dar mayor oportunidad a potenciales oferentes", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones. Se recuerda que podr\u00e1n consorciarse para cumplir con las cantidades solicitadas.", "dateAnswered": "2025-08-04T09:00:46-04:00"}, {"id": "96604c801b836fe628bb80bd7cb2189d-1", "date": "2025-07-17T10:27:22-04:00", "title": "Planilla de precios", "description": "En la Planilla de Precios descargada del SICP, Lote 2, el \u00edtem 93. Semip\u00f3rtico de Se\u00f1alizaci\u00f3n, figura como unidad de medida \"metros cuadrados\", mientras que en el Lote 1, como en las especificaciones figura como m\u00e9todo de pago por Unidad, \"Se cuantificar\u00e1 por unidad (un) de estructura portase\u00f1al instalada y la medici\u00f3n se efectuar\u00e1 seg\u00fan la cantidad requerida en el Proyecto y aprobada por la Fiscalizaci\u00f3n.\" Favor realizar dicha correci\u00f3n en la Planilla de precios", "answer": "Se modifica en el SICP mediante Adenda. ", "dateAnswered": "2025-08-04T09:11:08-04:00"}, {"id": "28fa185d3fa5d3266d33664d5de6e556-1", "date": "2025-07-29T09:56:26-04:00", "title": "Registro tipo CCC1-\uff98=1.20m, incluida tapa H\uff70F\uff70", "description": "En la planilla de cantidades, se observa para el lote 2 item Registro tipo CCC1-\uff98=1.20m, incluida tapa H\uff70F\uff70 la unidad de medida metros cuadrados, sin embargo en las especificaciones t\u00e9cnicas se describe la unidad de medida \u201cun\u201d\nDada la discrepancia, solicitamos revisi\u00f3n y confirmaci\u00f3n de la unidad de medida para el item Registro tipo CCC1-\uff98=1.20m, incluida tapa H\uff70F\uff70 indicada en la planilla de cantidades.", "answer": "Se modifica mediante Adenda en el SICP. ", "dateAnswered": "2025-08-04T09:49:24-04:00"}, {"id": "42c81f1a637776932087eaed418b3a15-1", "date": "2025-07-30T17:23:14-04:00", "title": "Zanja Dren profundo", "description": "Seg\u00fan los planos de secciones tipo del Proyecto, el drenaje profundo se representa alojado en una zanja de aproximadamente 20 cm de ancho y 1,00 m de profundidad. No obstante, en base a nuestra experiencia t\u00e9cnica, consideramos que dicho ancho resulta insuficiente para ejecutar correctamente la instalaci\u00f3n del tubo perforado y del material filtrante especificado, sin comprometer la compactaci\u00f3n y estabilidad del conjunto.\n\nEntendemos que, por razones constructivas, el ancho m\u00ednimo real de zanja deber\u00eda ser de 30 a 40 cm, seg\u00fan las caracter\u00edsticas del material filtrante y las condiciones del terreno.\n\nDado que el \u00edtem se mide y paga por metro lineal, solicitamos a la Convocante que confirme si es v\u00e1lido considerar en el c\u00f3mputo y oferta una secci\u00f3n de zanja de mayor ancho (ej. 35 cm), aunque ello no est\u00e9 reflejado en los planos, para asegurar igualdad de criterios entre los oferentes y evitar distorsiones en los precios unitarios propuestos.", "answer": "Conforme se establece en las EETT, 28.2 GENERALIDADES, \"El drenaje profundo a construir estar\u00e1 indicado en los planos respectivos. La Fiscalizaci\u00f3n podr\u00e1 hacer los reajustes o modificaciones que crea conveniente de acuerdo a las condiciones particulares de cada terreno.[...]\" y 28.5 REQUERIMIENTOS DE CONSTRUCCI\u00d3N, 28.5.1 Generalidades, A) Preparaci\u00f3n del terreno, \"La construcci\u00f3n del dren profundo s\u00f3lo ser\u00e1 autorizada por la Fiscalizaci\u00f3n, cuando la excavaci\u00f3n haya sido terminada de acuerdo con las dimensiones, pendientes y rasantes indicadas en los planos del proyecto u ordenadas por la Fiscalizaci\u00f3n.\"", "dateAnswered": "2025-08-06T17:43:21-04:00"}, {"id": "05344151302bcc6c6455cca33044895c-1", "date": "2025-07-17T11:05:51-04:00", "title": "Excavaci\u00f3n Estructural", "description": "En las Especificaciones T\u00e9cnicas para el \u00edtem EXCAVACI\u00d3N se menciona \"Se incluye adem\u00e1s el relleno posterior alrededor de las fundaciones terminadas y el retiro y/o aprovechamiento del material excavado remanente, todo de acuerdo a la presente Especificaci\u00f3n, los Planos u Ordenes de la Fiscalizaci\u00f3n.\", pero en la Planilla de precios se encuentran los \u00edtems Relleno granular, relleno filtrante y relleno de suelo arcilloso cuyas especificaciones mencionan \"Tambi\u00e9n incluye la colocaci\u00f3n en obra de una capa de material arcilloso para el relleno de excavaciones realizadas en la construcci\u00f3n de obras hidr\u00e1ulicas, terraplenes y otras estructuras viales donde se requiera baja permeabilidad. Su ejecuci\u00f3n deber\u00e1 realizarse conforme a lo indicado en los planos y aprobado por la Fiscalizaci\u00f3n.\", con esto entendemos que no es necesario incluir el relleno en el \u00edtem Excavaci\u00f3n Estructural ya que se encuentran contemplados en los \u00edtems de relleno correspondiente, es correcto nuestro entendimiento?", "answer": "No se debe incluir el relleno en el \u00edtem excavaci\u00f3n, los Rellenos se pagar\u00e1n por separado como granular, filtrante y relleno de suelo arcilloso.\nSe modifican las Especificaciones T\u00e9cnicas de Excavaci\u00f3n a trav\u00e9s de Adenda. \n", "dateAnswered": "2025-08-04T09:11:58-04:00"}, {"id": "3aa460b26f7436a18b718acb33a1b743-1", "date": "2025-08-05T11:55:03-04:00", "title": "Experiencia espec\u00edfica. Actividades Claves", "description": "Se podr\u00e1 cumplir el requerimiento de Alcantarillado con la ejecuci\u00f3n de Galer\u00edas Celulares?", "answer": "Si ser\u00e1n consideradas. ", "dateAnswered": "2025-08-06T17:44:31-04:00"}, {"id": "c420604286263fb4ce50f0ef27d029ac-1", "date": "2025-07-31T11:41:05-04:00", "title": "varios", "description": "se menciona que el contratista debe cubrir la multa ante el Mades por la tardanza de presentacion en la auditoria, se solicita mencionar para cuando esta prevista la presentacion (aproximadamente) para poder estimar el valor de la multa.", "answer": "La fecha de presentaci\u00f3n de la auditor\u00eda ambiental ser\u00e1 comunicada a la empresa adjudicada a trav\u00e9s del Departamento de Evaluaci\u00f3n de Impacto Ambiental de la DGSA cuando se cuente con orden de inicio del proyecto.\nEl monto de las tasas por presentaci\u00f3n extempor\u00e1nea se encuentra establecido por el MADES, en su car\u00e1cter de administrador de la ley N\u00b0 294/93 de Evaluaci\u00f3n de Impacto Ambiental, debi\u00e9ndose cumplir con las tasas que se encuentren vigentes durante el plazo total del contrato. \n", "dateAnswered": "2025-08-06T17:43:36-04:00"}, {"id": "1d46053d7ecb171605b934bda18cc686-1", "date": "2025-07-17T11:58:17-04:00", "title": "Servidumbre de paso", "description": "Bajo la responsabilidad de quien queda la realizaci\u00f3n de las gestiones necesarias en los casos de servidumbre de paso?", "answer": "Se modific\u00f3 mediante Adenda en las Especificaciones t\u00e9cnicas el \u00edtem Alcantarillas tubulares de hormig\u00f3n armado y Alcantarillas celulares de hormig\u00f3n armado. ", "dateAnswered": "2025-08-04T09:18:42-04:00"}, {"id": "bcb1c04af12a6a90fda1e51dd527c9b0-1", "date": "2025-07-29T09:54:21-04:00", "title": "Remoci\u6491 de pavimento tipo hormigon", "description": "En la planilla de cantidades, se observa para el lote 2 item Remoci\u6491 de pavimento tipo hormigon la unidad de medida metros cuadrados, sin embargo en las especificaciones t\u00e9cnicas se describe metros c\u00fabicos. \nDada la discrepancia, solicitamos revisi\u00f3n y confirmaci\u00f3n de la unidad de medida para el item Remoci\u6491 de pavimento tipo hormigon indicada en la planilla de cantidades.", "answer": "Se procedi\u00f3 a modificar mediante Adenda en las Especificaciones T\u00e9cnicas.", "dateAnswered": "2025-08-04T09:49:07-04:00"}, {"id": "5dc22996689b132345c107272d0cf262-1", "date": "2025-07-31T11:41:00-04:00", "title": "Solicitud de documentacion", "description": "se solicita el PGA del proyecto para poder presupuestar su implementaci\u00f3n", "answer": "Los programas a implementar se incluyeron a trav\u00e9s de la Adenda.", "dateAnswered": "2025-08-06T17:43:32-04:00"}, {"id": "89133178706a97afed617191b9d38157-1", "date": "2025-07-14T18:11:56-04:00", "title": "ALCANTARILLAS TUBULARES DE HORMIG\u00d3N ARMADO", "description": "El proyecto contempla el uso de ALCANTARILLAS TUBULARES DE HORMIG\u00d3N ARMADO en di\u00e1metros de 0,6m, 0,8m, 1,0m, 1,2m y 1,5m en cantidades que est\u00e1n indicadas en el Listado de Materiales de las obras de Arte y Drenaje. Sus especificaciones t\u00e9cnicas se encuentran en el PBC (ver ESPECIFICACIONES T\u00c9CNICAS - 26. ALCANTARILLAS TUBULARESDE HORMIG\u00d3N ARMADO).\n\nAl respecto debemos indicar que existen alternativas en otros materiales para esta misma aplicaci\u00f3n como son las TUBER\u00cdAS ESTRUCTURADAS PEAD que ofrecen una mayor durabilidad, excelente resistencia al aplastamiento y constituye un gran ahorro en tiempos de instalaci\u00f3n. Las TUBER\u00cdAS ESTRUCTURADAS PEAD son fabricadas en nuestro pa\u00eds y han sido usadas de forma exitosa en muchos proyectos importantes como por ejemplo:\n-\tDrenaje Pluvial del Intercambio Vial Tres Bocas, Asunci\u00f3n.\n-\tDrenaje Sanitario del Intercambio Vial Bot\u00e1nico, Asunci\u00f3n.\n-\tAlcantarillas Viales de la Carretera Bioce\u00e1nica\n-\tAlcantarillas viales de CECOM.\n-\tDrenaje Pluvial de FORTIS en Concepci\u00f3n, Eusebio Ayala y Maria Roque Alonso.\n-\tDrenaje Pluvial del Palacio de Justicia de Ciudad del Este.\n-\tDrenaje Pluvial del Palacio de Justicia de Salto del Guair\u00e1.\n-\tDrenaje Pluvial de la Nuevas Oficinas de Gobierno, Asunci\u00f3n.\n-\tDrenaje Pluvial de la zona de Caracolito, Asunci\u00f3n.\nLa nueva versi\u00f3n del Manual de Carreteras contempla el uso de TUBER\u00cdAS ESTRUCTURADAS DE PEAD para alcantarillas viales (Unidad 5, Secci\u00f3n 5.1.5.7 Alcantarillas de Tubos de Polietileno de Alta Densidad Estructurados y Unidad 8, Volumen 8.4 Plano de alcantarillas de PEAD tubulares) fabricados bajo la norma NP 17 083 17. \n\nCONSULTA: Es posible considerar a las TUBER\u00cdAS ESTRUCTURADAS PEAD fabricadas bajo Norma Paraguaya NP 17 083 17 como alternativas a la ALCANTARILLA TUBULAR DE HORMIG\u00d3N ARMADO en el proyecto?", "answer": "Debe cotizar la colocaci\u00f3n de tubos de hormig\u00f3n armado, en los di\u00e1metros indicados, con todos los detalles que demande su ejecuci\u00f3n, como hormig\u00f3n de asiento, morteros para sellado de juntas, ensayos de rotura de los tubos, seg\u00fan los di\u00e1metros correspondientes, y otros detalles seg\u00fan lo requerido en la EETT correspondientes.\n\n", "dateAnswered": "2025-08-04T08:58:34-04:00"}, {"id": "6b0fb59d250bedf63d3a8e90aafccdd5-1", "date": "2025-07-16T14:28:55-04:00", "title": "Experiencia Espec\u00edfica", "description": "En relaci\u00f3n con los requisitos de Experiencia espec\u00edfica en construcci\u00f3n en actividades clave y a la observaci\u00f3n N\u00b0 1, solicitamos confirmar si la expresi\u00f3n \u201clas cantidades podr\u00e1n ser cumplidas en un mismo contrato o con la sumatoria de m\u00e1ximo cuatro contratos\u201d implica que cada actividad clave puede acreditarse mediante hasta cuatro contratos individuales.", "answer": "Se pueden presentar hasta 4 contratos para cada actividad clave. Ejemplo: cuatro contratos con Excavaci\u00f3n Estructural que sumen 50.000 m3, cuatro contratos de Carpeta de Concreto Asf\u00e1ltico que sumen 2.500 m3, etc. En total para cumplir con los requisitos pueden presentar hasta 16 contratos en total (4 por cada actividad) en caso de oferente individual y en caso de consorcios dicha cantidad (16 contratos, 4 por cada actividad) es por cada integrante.", "dateAnswered": "2025-08-04T09:08:59-04:00"}, {"id": "3831e0117637c8603da8079aa053e808-1", "date": "2025-07-10T11:23:16-04:00", "title": "Solicitud de prorroga", "description": "Solicitamos respetuosamente una pr\u00f3rroga de 45 d\u00edas para la presentaci\u00f3n de ofertas, a fin de contar con el tiempo necesario para realizar un an\u00e1lisis t\u00e9cnico y econ\u00f3mico m\u00e1s detallado. Esto  permitir\u00e1 a los diferentes oferentes a preparar una propuesta s\u00f3lida y competitiva, en l\u00ednea con los objetivos del proyecto.", "answer": "Remitirse a los plazos establecidos en el SICP.\n\n", "dateAnswered": "2025-08-04T08:56:37-04:00"}, {"id": "7c1d59a520d9861b54c8b4f354d548f9-1", "date": "2025-07-30T14:31:11-04:00", "title": "Platea de alcantarilla celular", "description": "En el punto 27.3.3 del pliego se indica que la base de asiento de las alcantarillas celulares debe componerse de una camada drenante de piedra triturada (15 cm de espesor), sobre la cual se construir\u00eda un hormig\u00f3n de regularizaci\u00f3n de 5 cm de espesor, construido \"seg\u00fan las formas y dimensiones indicadas en los planos del Proyecto.\"\n\nSin embargo, al revisar los planos de las secciones tipo del proyecto correspondientes a las alcantarillas celulares, no se representa dicha capa de hormig\u00f3n de regularizaci\u00f3n, sino \u00fanicamente la camada drenante granular.\n\nEn este sentido, entendemos que prevalece lo representado en los planos, y que por tanto la ejecuci\u00f3n de dicha capa de hormig\u00f3n de regularizaci\u00f3n no ser\u00e1 requerida, siendo suficiente la cama granular filtrante como base de asiento para las alcantarillas.\n\nSolicitamos confirmaci\u00f3n de que esta interpretaci\u00f3n es correcta.", "answer": "Remitirse a lo especificado en la Adenda del \u00cdtem ALCANTARILLA CELULAR DE HORMIG\u00d3N ARMADO.\n27.3.3\tAsiento para alcantarilla celular.\nLa base de asiento de la estructura estar\u00e1 compuesta de una Camada Drenante seg\u00fan lo especificado en el item \"Relleno Granular\" de espesor construido seg\u00fan las formas y dimensiones indicadas en los planos del Proyecto.", "dateAnswered": "2025-08-06T17:43:03-04:00"}, {"id": "169ecc7e220cc45bbcc5ce0f4b9f048e-1", "date": "2025-07-31T10:43:44-04:00", "title": "Cord\u00f3n cuneta", "description": "En el pliego (p\u00e1gina 37, versi\u00f3n 2) se menciona la incorporaci\u00f3n de cord\u00f3n cuneta dentro del paquete del pavimento.\n\nSin embargo, en los planos, especificaciones y planillas no se identifican cordones cuneta, sino solamente cordones de hormig\u00f3n sin secci\u00f3n hidr\u00e1ulica.\n\nSolicitamos confirmaci\u00f3n de si efectivamente no se contempla la construcci\u00f3n de cord\u00f3n cuneta.", "answer": "No se contempla la construcci\u00f3n de cord\u00f3n cuneta. Debe cotizar seg\u00fan lo que la Secci\u00f3n Tipo indica (Lamina 2)", "dateAnswered": "2025-08-06T17:43:23-04:00"}, {"id": "a2d99b3fe803f76ff0d5961eabea1628-1", "date": "2025-07-17T12:09:19-04:00", "title": "Aductora existente", "description": "En el recorrido de obra Lote 1 prog. 1+000 se observo una aductora existente. Consultamos, que medidas se tomaran con la misma?", "answer": "Al observarse la presencia de la aductora existente en la progresiva 1+000, y considerando que no se prev\u00e9 su reubicaci\u00f3n, se deber\u00e1 realizar una consulta a la ESSAP, ente administrador del servicio. El objetivo es obtener los planos correspondientes y solicitar su acompa\u00f1amiento, as\u00ed como las recomendaciones t\u00e9cnicas necesarias que deber\u00e1n tenerse en cuenta durante la ejecuci\u00f3n de los desag\u00fces pluviales, a fin de no modificar su posici\u00f3n.", "dateAnswered": "2025-08-04T09:24:58-04:00"}, {"id": "a604a5d7f17ddc7dc274bb1b92c1413d-1", "date": "2025-07-15T10:07:31-04:00", "title": "Pr\u00f3rroga", "description": "Solicitamos una pr\u00f3rroga de por lo menos 30 d\u00edas de manera a realizar un correcto estudio del Pliego de Bases y Condiciones, debido a que el tiempo entre la publicaci\u00f3n y la apertura es muy corto", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T08:58:54-04:00"}, {"id": "563ba7f5f3f9d2d922c96982eb7499ba-1", "date": "2025-07-17T12:06:39-04:00", "title": "Canales a cielo abierto", "description": "En el recorrido de obra realizado se observo la presencia de canales a cielo abierto, entendemos que los mismos se conservan y se realiza una interconexi\u00f3n de estos a la obra. Es correcto nuestro entendimiento? De ser as\u00ed, solicitamos los detalles de la estructura de interconexi\u00f3n que deber\u00e1n ser construidas.", "answer": "Dado que los canales existentes funcionan como desag\u00fces naturales de aguas provenientes de distintas captaciones, como alivio de la napa fre\u00e1tica en algunos casos y como v\u00eda de desborde en otros, es necesario evaluarlos durante la etapa de construcci\u00f3n. Esta evaluaci\u00f3n permitir\u00e1 determinar en qu\u00e9 sectores deben mantenerse activos y en cu\u00e1les pueden ser eliminados. Generalmente, el di\u00e1metro m\u00ednimo para los canales peque\u00f1os es de 0,60 m. Para canales de mayor tama\u00f1o, se prev\u00e9n di\u00e1metros superiores, y en el caso de canales de grandes dimensiones, se proyectan c\u00e1maras de conexi\u00f3n al sistema dise\u00f1ado.", "dateAnswered": "2025-08-04T09:24:40-04:00"}, {"id": "130ccb8439957bd00d6e174d820f0477-1", "date": "2025-07-31T15:46:03-04:00", "title": "C\u00e1maras de registro", "description": "Se solicita definir las nomenclaturas de los tipos de c\u00e1maras y/o registros a ser utilizados, en la planimetr\u00eda por ejemplo se habla de REG 2x7.3 en la progresiva 4+750, lo que en los planos de detalles de obras de drenaje son inexistentes, no figuran detalles con esas dimensiones, sin embargo dan cortes de paredes internas de diez tipos de c\u00e1maras de registros de distintas dimensiones, con nomenclaturas individuales, estas nomenclaturas no son utilizadas en la planimetr\u00eda.", "answer": "Las c\u00e1maras mostradas en dicha planimetr\u00eda, sirven para descargas de tuber\u00edas secundarias proveniente de captaci\u00f3n de sumideros pluviales. Estas c\u00e1maras tienen sus medidas ajustadas a la parte interna de las mismas y su altura correspondiente. Se aclara adem\u00e1s, que el llamado incluye Revisi\u00f3n de proyecto ", "dateAnswered": "2025-08-06T17:43:44-04:00"}, {"id": "3ddd2f20488e8f4dc4578d7a85f96718-1", "date": "2025-07-21T11:21:26-04:00", "title": "Material para relleno de sumideros", "description": "En el apartado de Especificaciones T\u00e9cnicas, del PBC, en el punto 29. RELLENO DE SUELOS se establece lo siguiente \"Tambi\u00e9n incluye la colocaci\u00f3n en obra de una capa de material arcilloso para el relleno de excavaciones realizadas en la construcci\u00f3n de obras hidr\u00e1ulicas, terraplenes y otras estructuras viales...\". Se consulta si para los distintos items referentes a sumideros, se debe prever el costo de este relleno, o si dicho costo ya esta previsto en los items de relleno.", "answer": "El costo del relleno de Sumideros, c\u00e1maras colectoras y registros deber\u00e1 ajustarse a lo establecido a trav\u00e9s de la Adenda, punto. 30 Sumideros, c\u00e1maras colectoras y registros. 30.1 Descripci\u00f3n. ", "dateAnswered": "2025-08-04T09:44:07-04:00"}, {"id": "662048b35b01cde89760d1ebc2f98720-1", "date": "2025-07-17T12:19:25-04:00", "title": "Solicitud de prorroga periodo de consultas", "description": "Solicitamos una prorroga en el periodo de consultas, a fin de poder subsanar toda inquietud que surja durante el desarrollo de la oferta teniendo en cuenta la complejidad de la obra y la zona en donde se desarrolla, esta amerita un plazo prudencial para realizar un estudio a detalle a fin de poder presentar una propuesta econ\u00f3mica acorde a las exigencias del llamado.", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T09:26:33-04:00"}, {"id": "60234ffe04fbd8717f49a006abc3100c-1", "date": "2025-07-15T10:20:25-04:00", "title": "Solicitud de aclaraci\u00f3n y/o modificaci\u00f3n de t\u00e9rminos.", "description": "Debido a que \"el oferente podr\u00e1 ser adjudicado en un solo lote\", solicito amablemente que se modifiquen o aclaren los t\u00e9rminos en cuanto a los requisitos del Volumen Anual de Negocios (p\u00e1g. 17) y la Capacidad en Materia de Equipos (p\u00e1g. 24), en donde dice: <<..del monto de la oferta presentada por el oferente en cada Lote.>> considerar el monto del lote mayor ofertado.", "answer": "Se mantiene lo establecido en el Pliego de Bases y Condiciones. As\u00ed mismo se aclara que, el PBC establece que el oferente podr\u00e1 ser adjudicado en un solo lote; motivo por el cual, en caso que el oferente presente oferta en m\u00e1s de un lote, el requisito m\u00ednimo para determinar el volumen anual de negocios por cada lote, ser\u00e1 el 50% (cincuenta por ciento) del monto ofertado por el oferente en cada lote. \nEl oferente podr\u00e1 disponer de un \u00fanico listado completo de equipos para calificar en cualquiera de los lotes ofertados, considerando lo establecido en el pliego \"El oferente podr\u00e1 ser adjudicado en un solo lote. En caso de que el mismo oferente presente el precio m\u00e1s bajo y cumpla con los criterios de calificaci\u00f3n en m\u00e1s de un lote, le ser\u00e1 adjudicado aquel donde la combinaci\u00f3n de precios sea m\u00e1s ventajosa para el estado\"\n", "dateAnswered": "2025-08-04T08:59:26-04:00"}, {"id": "770d7532e641c9b2f80e829d56d0c44e-1", "date": "2025-07-21T11:48:57-04:00", "title": "Solicitud de Prorroga", "description": "Para un mejor analisis de precios ofertados se solicita una prorroga de 15 dias para la presentacion de oferta", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T09:44:19-04:00"}, {"id": "66fea3e43daa533dd85ed03b36e21e4a-1", "date": "2025-07-28T10:34:23-04:00", "title": "capacidad en materia de personal", "description": "Para las experiencias espec\u00edficas de los personales solicitados tanto de Jefe de Obras como Residente en obras Viales, al solicitar experiencia efectiva en obras viales, estos requerimientos se pueden acreditar tanto con experiencia en fiscalizaci\u00f3n y construcci\u00f3n de obras viales que haya tenido el personal?", "answer": "Todas las experiencias deben ser en construcci\u00f3n de obras viales, no ser\u00e1n consideradas las experiencias en fiscalizaci\u00f3n. \n\n", "dateAnswered": "2025-08-04T09:47:10-04:00"}, {"id": "ee01bd4e9ea1535cffe3acdf074d2a01-1", "date": "2025-07-17T11:52:21-04:00", "title": "Estructura Existente", "description": "Durante el recorrido de obra se observo para el lote 2 prog. 5+450 zona del \u201cParque Surgente Ycua Pa\u00b4i una estructura existente. \nDado que en los planos proporcionados se indica la construcci\u00f3n de una alcantarilla simple 2.50x1.10 Long=79.59m, consultamos, si la estructura existente debe permanecer o la misma deber\u00e1 ser removida?", "answer": "La estructura existente no debe ser removida.", "dateAnswered": "2025-08-04T09:12:32-04:00"}, {"id": "e65c3e6de7bebcd4fb78eb9f964aa20d-1", "date": "2025-07-16T13:58:23-04:00", "title": "Item Hormig\u00f3n estructural para C\u00e1mara de Registros", "description": "Se solicita aclarar la resistencia caracter\u00edstica del hormig\u00f3n a utilizar para la ejecuci\u00f3n del item \"Hormig\u00f3n Estructural para C\u00e1mara de Registro\", ya que la misma no se establece ni en planos prove\u00eddos ni en las EETT del item", "answer": "El Hormig\u00f3n estructural para c\u00e1mara de registro, a emplear ser\u00e1 fck\u2265 210 Kg/cm\u00b2 (21 Mpa). Se agrega mediante Adenda.", "dateAnswered": "2025-08-04T09:08:24-04:00"}, {"id": "e147f84821fc3fc8ec133cf431590403-1", "date": "2025-07-16T14:07:28-04:00", "title": "Item Hormig\u00f3n para losas sobre canal", "description": "Se solicita aclarar la resistencia caracter\u00edstica del hormig\u00f3n a utilizar para la ejecuci\u00f3n del item \"Hormig\u00f3n para losas sobre canal\", ya que, los planos muestran un H\u00b0A\u00b0 con una resistencia de 21MPa, sin embargo, en las EETT se establece que \"Los elementos deber\u00e1n ser construidos con hormig\u00f3n del grado se\u00f1alado en el Proyecto; en caso contrario, se emplear\u00e1 hormig\u00f3n clase C-18\", lo cual puede generar confusiones.", "answer": "El hormig\u00f3n para losas sobre canal, a emplear ser\u00e1 fck\u2265 210 Kg/cm\u00b2(21 Mpa). Se agrega mediante Adenda.   ", "dateAnswered": "2025-08-04T09:08:40-04:00"}, {"id": "f0a2bffe3a2b53a90580fbd4b133bcae-1", "date": "2025-08-05T11:05:38-04:00", "title": "Item para desvios", "description": "El \u00edtem 41, \"Mantenimiento de Tr\u00e1nsito y Seguridad Vial\", establece que este servicio \"no ser\u00e1 medido en forma individual\" y \"no recibe pago directo\", debiendo su costo \"ser considerado dentro de los \u00edtems que reciben pago directo\".\n    \u25e6 Sin embargo, al describir la \"Forma de Pago\" para \"Se\u00f1alizaci\u00f3n Horizontal\" (\u00edtem 38.7), \"Se\u00f1alizaci\u00f3n Vertical\" (\u00edtem 39.5) y \"Semip\u00f3rtico de Se\u00f1alizaci\u00f3n\" (\u00edtem 40.6), se indica expl\u00edcitamente que sus precios unitarios contractuales incluyen el \"manejo del tr\u00e1nsito pasante\" y la \"se\u00f1alizaci\u00f3n preventiva\".\nAmbig\u00fcedad: Esto genera dudas sobre c\u00f3mo se debe presupuestar el plan general de mantenimiento de tr\u00e1nsito (PMTS, \u00edtem 41.2.1). Si los \u00edtems de se\u00f1alizaci\u00f3n ya incluyen el manejo del tr\u00e1nsito, \u00bfel resto de los costos de la gesti\u00f3n de tr\u00e1fico deben distribuirse entre otros \u00edtems de pago directo que no sean los de se\u00f1alizaci\u00f3n, o se asume que los costos m\u00e1s relevantes de manejo de tr\u00e1nsito ya est\u00e1n cubiertos por la se\u00f1alizaci\u00f3n? Esto podr\u00eda llevar a una subestimaci\u00f3n o doble conteo de costos si no se clarifica la distribuci\u00f3n.\nPor lo cual solicitamos que se agreguen \u00edtems correspondientes a la parte de desv\u00edos, como regularizaci\u00f3n de desv\u00edos, se\u00f1alizaci\u00f3n de desv\u00edos, etc. O en todo caso una aclaraci\u00f3n", "answer": "Se mantiene la lista de cantidades y las especificaciones t\u00e9cnicas del \u00edtem", "dateAnswered": "2025-08-06T17:44:21-04:00"}, {"id": "ebeff22368db628af3c2f0ecdf779390-1", "date": "2025-07-30T16:18:55-04:00", "title": "Hormig\u00f3n simple para asiento de tuber\u00edas", "description": "En relaci\u00f3n al \u00edtem 33 del pliego, titulado \u201cHormig\u00f3n simple para asiento de tuber\u00edas\u201d, observamos que su descripci\u00f3n abarca diversos usos posibles (menciona soleras, base compactada, entre otros), sin especificar de forma clara a qu\u00e9 estructuras se refiere.\n\nDado que el \u00edtem no est\u00e1 directamente referenciado en las secciones del pliego que tratan tuber\u00edas sanitarias o de agua potable, y considerando su redacci\u00f3n ambigua: Entendemos que este \u00edtem corresponde al hormig\u00f3n simple que act\u00faa como solera o base de asiento para las alcantarillas pluviales tubulares.\n\nSolicitamos confirmaci\u00f3n de que esta interpretaci\u00f3n es correcta", "answer": "Este \u00edtem hace alusi\u00f3n al hormig\u00f3n necesario ejecutar para el asiento de alcantarillas tubulares, los cuales se pagan en el presente \u00edtem, No incluye el hormig\u00f3n de regularizaci\u00f3n para alcantarillas tubulares, dicho hormig\u00f3n de regularizaci\u00f3n debe incluirse en el costo del \u00edtem para los diferentes di\u00e1metros. Este hormig\u00f3n, puede ser aplicado a soleras de canales en el caso de ser necesario la ejecuci\u00f3n en tramos donde haya que restituir o construir canales \u00f2 empalmes de canalizaciones.", "dateAnswered": "2025-08-06T17:43:18-04:00"}, {"id": "e6283fe31df27d494eadb317c1d3279b-1", "date": "2025-07-17T12:11:36-04:00", "title": "Columnas de ANDE", "description": "En el recorrido realizado se observo la presencia de columnas de ANDE a lo largo de toda la obra, teniendo en cuenta como ejemplo, que se prev\u00e9 para el Lote 1 desde la progresiva 1+000 a la 1+100 la construcci\u00f3n de alcantarillar celulares 3  2.50x2.50\n\u00bfComo se proceder\u00e1 en estos casos? Dado que no se observa en la planilla de \u00edtems solicitados los trabajos de traslado de columnas de ANDE.", "answer": "No se prev\u00e9 traslado de columnas de ANDE.", "dateAnswered": "2025-08-04T09:25:43-04:00"}, {"id": "f11219e75300510dec37a93952677cbb-1", "date": "2025-07-17T12:15:42-04:00", "title": "Solicitud de estudios de suelo", "description": "Solicitamos los estudios de suelo a fin de poder realizar un an\u00e1lisis detallado de la obra.", "answer": "Se agreg\u00f3 mediante Adenda a las Especificaciones T\u00e9cnicas del \u00edtem 43 Revisi\u00f3n del Proyecto de Ingenier\u00eda; 43.3 Actividades a desarrollar, c. Estudios de suelos de traza.", "dateAnswered": "2025-08-04T09:26:09-04:00"}, {"id": "ed330592e39f40d9b70474a2909a9a83-1", "date": "2025-08-04T14:56:21-04:00", "title": "Remocion y Reposicion de Registros de Alcantarillado Sanitario", "description": "Se consulta si los planos correspondientes a la ejecuci\u00f3n del item \"Remoci\u00f3n y Reposici\u00f3n de Registros de Alcantarillado Sanitario\", son aquellos mostrados en la l\u00e1mina 11 del documento \"Detalles de Obras de Drenaje.pdf\". Favor aclarar a cual corresponde, en su defecto", "answer": "Se confirma que los planos son los de la L\u00e1mina N\u00b0 11.", "dateAnswered": "2025-08-06T17:44:12-04:00"}, {"id": "efb3921d39ceb8e96c58eebb3fd34224-1", "date": "2025-07-17T12:04:55-04:00", "title": "Solicitud de planos de detalle", "description": "Solicitamos los planos de detalle de las cabeceras de las alcantarillas celulares (Detalle de Descarga).", "answer": "Los planos de detalles de las cabeceras de alcantarillas celulares solicitados, son los que se utilizan en los planos tipos del MOPC, se puede consultar el Manual de Carreteras del 2019, Unidad 8, y adaptar dichas estructuras a los requerimientos del dise\u00f1o en la obra. El Manual se encuentra disponible en el siguiente enlace: https://mopc.gov.py/red-vial/manuales-viales/", "dateAnswered": "2025-08-04T09:20:39-04:00"}, {"id": "ee97cd099de18574bfffa2beff5b7603-1", "date": "2025-07-31T16:30:01-04:00", "title": "CAMINOS AUXILIARES Y DESVIOS", "description": "Seg\u00fan el pliego, los trabajos vinculados al mantenimiento de tr\u00e1nsito, incluidos desv\u00edos y caminos auxiliares, no reciben pago directo y deben considerarse incluidos en otros \u00edtems.\n\nSin embargo, en varios tramos ser\u00e1 necesario ejecutar capas de regularizaci\u00f3n asf\u00e1ltica u otras soluciones provisorias para habilitar la circulaci\u00f3n, lo que implica costos reales y medibles.\n\nPor ello, solicitamos se incorpore un \u00edtem espec\u00edfico para la regularizaci\u00f3n de desv\u00edos y caminos auxiliares, a ser medido conforme a lo efectivamente ejecutado y aprobado por la fiscalizaci\u00f3n.", "answer": "Se mantiene la lista de cantidades", "dateAnswered": "2025-08-06T17:43:52-04:00"}, {"id": "e0fb205d21cf6d1e8dd22006cd4117ce-1", "date": "2025-07-21T10:07:13-04:00", "title": "Prorroga", "description": "Solicitamos una pr\u00f3rroga de 30 d\u00edas ya que a la fecha no hemos estado recibiendo cotizaciones de los proveedores necesarias para la correcta elaboraci\u00f3n del presupuesto de la licitaci\u00f3n", "answer": "Remitirse a los plazos establecidos en el SICP.", "dateAnswered": "2025-08-04T09:43:29-04:00"}, {"id": "e5a952ce19755b032829003027885280-1", "date": "2025-07-31T11:37:46-04:00", "title": "Caminos y desv\u00edos auxiliares", "description": "Solicitamos confirmaci\u00f3n de si las cantidades de mezcla asf\u00e1ltica empleadas en la ejecuci\u00f3n de caminos auxiliares y desv\u00edos temporales, necesarios para la ejecuci\u00f3n de la obra, pueden ser computadas y medidas dentro de los \u00edtems de Regularizaci\u00f3n o Carpeta Asf\u00e1ltica.", "answer": "Es correcto su entendimiento, las cantidades de mezcla asf\u00e1ltica empleadas en la ejecuci\u00f3n de caminos auxiliares y desv\u00edos temporales, se encuentran incluidos en la planilla, Riego de Ligo, Regularizaci\u00f3n con concreto asf\u00e1ltico y Carpeta de Concreto asf\u00e1ltico. ", "dateAnswered": "2025-08-06T17:43:29-04:00"}, {"id": "eea94e8d214c7c5e38f31b0e18d8765e-1", "date": "2025-08-05T11:55:41-04:00", "title": "PRORROGA", "description": "Considerando que con fecha 30 de julio fue publicada una adenda de actualizaci\u00f3n del Pliego de Bases y Condiciones, en la cual se introdujeron modificaciones relevantes en los aspectos t\u00e9cnicos y contractuales del llamado, solicitamos respetuosamente a la Convocante que eval\u00fae la posibilidad de extender el plazo de presentaci\u00f3n de ofertas, actualmente previsto para el 11 de agosto.\n\nEntendemos que una pr\u00f3rroga permitir\u00eda a los oferentes realizar un an\u00e1lisis m\u00e1s riguroso y coherente de los nuevos lineamientos, garantizando una preparaci\u00f3n t\u00e9cnica adecuada y condiciones equitativas de participaci\u00f3n para todos los interesados.\n\nAgradecemos desde ya la atenci\u00f3n y quedamos atentos a la consideraci\u00f3n de esta solicitud.", "answer": "Se mantiene la fecha de 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