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"https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n5/72102209-9995"}, "additionalClassifications": [{"scheme": "UNSPSC", "id": "72102209", "description": "Construccion / Mantenimiento / Reparacion de Presas / Centrales Hidroelectricas", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n4/72102209"}], "quantity": 32, "unit": {"name": "Unidad", "id": "UNI", "value": {"amount": 2220988, "currency": "PYG"}}, "relatedLot": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "attributes": [{"value": "NACIONAL", "name": "Procedencia", "id": "1"}, {"name": "Orden", "value": "59", "id": "7"}]}, {"id": "1f0c620a-ecfe-652c-8005-f79934ddd7c4", "description": "Lomadas", "classification": {"scheme": "catalogoNivel5DNCP", "id": "72131701-024", "description": "Construccion de lomada", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n5/72131701-024"}, "additionalClassifications": [{"scheme": "UNSPSC", "id": "72131701", "description": "Pavimentaci\u00f3n,construccion, arreglo o hermoseamiento de carreteras o caminos", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n4/72131701"}], "quantity": 5, "unit": {"name": "Unidad", "id": "UNI", "value": {"amount": 6099930, "currency": "PYG"}}, "relatedLot": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "attributes": [{"value": "NACIONAL", "name": "Procedencia", "id": "1"}, {"name": "Orden", "value": "60", "id": "7"}]}, {"id": "1f0c620c-f9e7-6a7a-8b34-41e81b8f2d2b", "description": "Limpieza de obra", "classification": {"scheme": "catalogoNivel5DNCP", "id": "72131601-013", "description": "Limpieza de obra", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n5/72131601-013"}, "additionalClassifications": [{"scheme": "UNSPSC", "id": "72131601", "description": "Construccion de edificios comerciales, empresariales o institucionales", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n4/72131601"}], "quantity": 1, "unit": {"name": "Unidad Medida Global", "id": "GL", "value": {"amount": 9744000, "currency": "PYG"}}, "relatedLot": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "attributes": [{"value": "NACIONAL", "name": "Procedencia", "id": "1"}, {"name": "Orden", "value": "61", "id": "7"}]}, {"id": "1f0c6216-4b8c-6d54-812c-4993690029b1", "description": "Plan de Comunicaci\u00f3n Estrat\u00e9gica", "classification": {"scheme": "catalogoNivel5DNCP", "id": "72131701-007", "description": "Construccion de desague pluvial - caminos", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n5/72131701-007"}, "additionalClassifications": [{"scheme": "UNSPSC", "id": "72131701", "description": "Pavimentaci\u00f3n,construccion, arreglo o hermoseamiento de carreteras o caminos", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n4/72131701"}], "quantity": 8, "unit": {"name": "Mes", "id": "ME", "value": {"amount": 14603875, "currency": "PYG"}}, "relatedLot": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "attributes": [{"value": "NACIONAL", "name": "Procedencia", "id": "1"}, {"name": "Orden", "value": "62", "id": "7"}]}, {"id": "1f0c6218-5b07-6bf6-bb93-df2ca8d1a6b1", "description": "Revisi\u00f3n de Proyecto de Ingenieria", "classification": {"scheme": "catalogoNivel5DNCP", "id": "81101508-002", "description": "Consultoria diseno de obra", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n5/81101508-002"}, "additionalClassifications": [{"scheme": "UNSPSC", "id": "81101508", "description": "Ingenieria arquitectonica", "uri": "https://www.contrataciones.gov.py/datos/api/v3/doc/itemClassification/n4/81101508"}], "quantity": 1, "unit": {"name": "Unidad", "id": "UNI", "value": {"amount": 83674324, "currency": "PYG"}}, "relatedLot": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "attributes": [{"value": "NACIONAL", "name": "Procedencia", "id": "1"}, {"name": "Orden", "value": "63", "id": "7"}]}]}], "tender": {"id": "1f0bf272-d66f-68ea-a7bb-932462fbcbb0", "title": "PROYECTO EJECUTIVO DE DRENAJE PLUVIAL, READECUACI\u00d3N DE LA RED DE ALCANTARILLADO CLOACAL Y AGUA CORRIENTE DE LA CUENCA DE SAN LORENZO \u2013 CALLE GENERAL GENES. PRIM (PROYECTO DE REFORMA INTEGRAL DEL MICROCENTRO). AD REFER\u00c9NDUM. PLURIANUAL.", "status": "complete", "awardCriteria": "priceOnly", "awardCriteriaDetails": "Por Total", "submissionMethod": ["inPerson"], "bidOpening": {"date": "2026-01-15T08:00:00-04:00", "address": {"streetAddress": "DIRECCION GENERAL DE CONTRATACIONES PUBLICAS -1RER PISO-MUNICIPALIDAD DE SAN LORENZO"}}, "submissionMethodDetails": "Lugar entrega ofertas: DIRECCION GENERAL DE CONTRATACIONES PUBLICAS -1RER PISO-MUNICIPALIDAD DE SAN LORENZO", "statusDetails": "Adjudicada", "enquiriesAddress": {"streetAddress": "PORTAL DE CONTRATACIONES PUBLICAS SICP"}, "clarificationMeetings": [{"date": "2025-12-05T11:00:00-04:00", "address": {"streetAddress": "PUNTO ENCUENTRO MUNICIPALIDAD DE SAN LORENZO-ANTESALA INTENDENCIA. PREVIA COORDINACI\u00d3N CON DIRECCI\u00d3N DE VIALIDAD"}, "id": "1"}], "mainProcurementCategoryDetails": "Obras - Servicios de Construccion y Mantenimiento", "hasEnquiries": false, "value": {"amount": 10061219114, "currency": "PYG"}, "datePublished": "2025-11-27T15:35:56-04:00", "tenderPeriod": {"startDate": "2025-11-27T15:35:56-04:00", "endDate": "2026-01-15T07:30:00-04:00", "durationInDays": 48}, "awardPeriod": {"startDate": "2026-01-15T08:00:00-04:00"}, "enquiryPeriod": {"endDate": "2026-01-07T12:00:00-04:00", "startDate": "2025-11-27T15:35:56-04:00", "durationInDays": 40}, "mainProcurementCategory": "works", "additionalProcurementCategories": ["works"], "procurementMethod": "open", "procurementMethodDetails": "Licitaci\u00f3n P\u00fablica Nacional", "procuringEntity": {"id": "DNCP-SICP-CODE-118", "name": "Municipalidad de San Lorenzo"}, "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": "fc24085d6676df21b4a90cd4d87e4a65-1", "date": "2025-12-10T00:26:16-04:00", "title": "\u00cdtem 48. PAVIMENTO DE HORMIG\u00d3N HIDR\u00c1ULICO (FCK 4.5 MPa) CON FIBRA SINT\u00c9TICA", "description": "En el \u00edtem 48. PAVIMENTO DE HORMIG\u00d3N HIDR\u00c1ULICO (FCK 4.5 MPa) CON FIBRA SINT\u00c9TICA, el pliego establece una dosificaci\u00f3n m\u00ednima de 30 kg/m\u00b3 de fibra sint\u00e9tica estructural.\nDicha dosificaci\u00f3n es considerablemente superior a los valores com\u00fanmente utilizados en pavimentos de hormig\u00f3n con fibra sint\u00e9tica.\n\nPor lo expuesto, solicitamos se aclare:\nSi la dosificaci\u00f3n de 30 kg/m\u00b3 es correcta, o si corresponde a un valor diferente.\n\nLa aclaraci\u00f3n es necesaria para garantizar una oferta t\u00e9cnicamente consistente y comparable entre oferentes.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:05:40-04:00"}, {"id": "444e9e30c09e20aee2c094aba1422bc7-1", "date": "2025-12-09T23:41:36-04:00", "title": "Item N\u00b0 41 - Tapa circular de Hierro Fundido de 130Kg", "description": "Para el \u00cdtem N\u00b0 41 - Tapa circular de Hierro Fundido de 130Kg, no hemos encontrado plano de detalle con las dimensiones y caracter\u00edsticas, solicitamos la provisi\u00f3n de los mismos.", "answer": "Las dimensiones y caracter\u00edsticas geom\u00e9tricas y mec\u00e1nicas de las tapas circulares para registros pluviales se encuentran especificadas en el plano 9.3.1-24 (DETALLE DE REGISTROS_SECTOR 2_REV001) (se encuentra escaneado en el SICP en la secci\u00f3n planos \"planos-6925f8b775071.pdf\" y el CAD). Dicho plano contiene, como m\u00ednimo: di\u00e1metro nominal, ancho de apoyos, disposici\u00f3n de biseles, carga nominal y detalle de sello/tapa. La fiscalizaci\u00f3n verificar\u00e1 la conformidad con el plano citado al recibir los insumos en obra.", "dateAnswered": "2025-12-29T15:05:14-04:00"}, {"id": "91321517e278d946cbac6936be4e9aae-1", "date": "2025-12-05T16:12:01-04:00", "title": "Ramales domiciliarios", "description": "Consultamos si la provisi\u00f3n e instalaci\u00f3n de ramales domiciliarios de desag\u00fce cloacal corresponde al alcance de este llamado? En caso afirmativo, solicitamos la inclusi\u00f3n del \u00edtem a la planilla de cantidades para la oferta con su correspondiente Especificaciones t\u00e9cnicas", "answer": "El presente llamado cuenta con el \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\".  \nEl alcance de los \u00edtems y sus cantidades correspondientes ser\u00e1n revisados, incorporados y definidos con sus correspondientes especificaciones t\u00e9cnicas en el caso de su inclusi\u00f3n, con la FISCALIZACI\u00d3N en el proceso de ajuste de proyecto, luego de la etapa de Adjudicaci\u00f3n. \n", "dateAnswered": "2025-12-29T15:00:38-04:00"}, {"id": "8fb8e7e360f9efe141251ac30228d0a9-1", "date": "2026-01-07T11:53:18-04:00", "title": "\u00cdtem: Pavimento de Hormig\u00f3n Hidr\u00e1ulico con Fibra Sint\u00e9tica", "description": "Las EETT indican la exigencia de una resistencia residual para la fibra sint\u00e9tica estructural, evaluada conforme a ASTM C1609; sin embargo, no se establece de manera expresa el valor contractual m\u00ednimo exigible. Asimismo, en el archivo informe-de-estudio-de-suelo-6925fb46940a7 del llamado se mencionan valores de 1,0 MPa y 1,2 MPa.\n\nSe solicita a la Convocante confirmar el valor m\u00ednimo de resistencia residual contractual exigible, a fin de permitir una correcta interpretaci\u00f3n t\u00e9cnica y una valoraci\u00f3n homog\u00e9nea de las ofertas.", "answer": "En relaci\u00f3n con la consulta formulada, se aclara que los detalles t\u00e9cnicos correspondientes a las resistencias requeridas para el proyecto se encuentran debidamente especificados en el Informe de Memoria de C\u00e1lculo del Paquete Estructural. \nEn dicho documento, p\u00e1gina 13, se establece de manera expresa un requerimiento m\u00ednimo de resistencia residual de 1,2 MPa, evaluado conforme a la norma ASTM C1609, el cual deber\u00e1 ser considerado como el valor contractual exigible para el \u00edtem Pavimento de Hormig\u00f3n Hidr\u00e1ulico con Fibra Sint\u00e9tica.\nEn consecuencia, dicho valor constituye el par\u00e1metro de referencia para la evaluaci\u00f3n t\u00e9cnica de las ofertas y el cumplimiento de las Especificaciones del proyecto.\n", "dateAnswered": "2026-01-08T12:32:21-04:00"}, {"id": "6f4347a4c95be89cd093998e25c6a0b5-1", "date": "2025-12-03T08:53:29-04:00", "title": "Experiencia especifica en obras", "description": "El pliego establece en este apartado: \"Participaci\u00f3n en calidad de contratista, integrante de un consorcio en el porcentaje de participaci\u00f3n, o subcontratista autorizado por la Administraci\u00f3n Contratante en al menos un (3) contrato....\". Favor aclarar si se refiere a UN contrato a TRES contratos ya que existe discrepancia entre numero y letra.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.  ", "dateAnswered": "2025-12-29T14:55:15-04:00"}, {"id": "6e88ef6b25cb7b77515c4c40993e2452-1", "date": "2025-12-10T01:40:02-04:00", "title": "Item 63. Revision de proyecto de Ingenier\u00eda", "description": "Seg\u00fan las EETT de este \u00edtem, el informe de revisi\u00f3n se debe entregar en 4 meses desde la orden de inicio de las obras, sin embargo no se aclara si durante ese lapso se puede avanzar en todos los frentes o solo en algunos; ni c\u00f3mo se gestionaran las modificaciones que resulten de la revisi\u00f3n una vez que el contratista ya ejecut\u00f3 parte de la obra.\nFavor aclarar este punto", "answer": "Durante el periodo de revisi\u00f3n de proyecto, no ser\u00e1 posible avanzar en la ejecuci\u00f3n de obras, debido a que los planos, memorias descriptivas y planillas de cantidades revisadas deber\u00e1n ser previamente aprobados por la contratante. \nAsimismo, el proceso de revisi\u00f3n podr\u00eda incorporar nuevos \u00edtems o ajustes t\u00e9cnicos que, de no estar definidos antes del inicio, podr\u00edan interferir con la ejecuci\u00f3n o generar incompatibilidades en obra. Por ello, la revisi\u00f3n constituye una etapa previa obligatoria. \nFinalmente, se aclara que el plazo aplicable para la Revisi\u00f3n del Proyecto se encuentra en la Adenda N\u00b0 01, y en el cronograma oficial de avance adjuntado en el SICP. Correspondiente a 2 meses. \n\n", "dateAnswered": "2025-12-29T15:08:15-04:00"}, {"id": "4d8112b5cf92e53a85408b926a4645ae-1", "date": "2025-12-03T08:54:18-04:00", "title": "Experiencia especifica en obras", "description": "En este apartado, el pliego establece que en caso de que el Oferente sea un Consorcio, el socio L\u00edder y Cada miembro deben cumplir por lo menos con el 50% de los requisitos m\u00ednimos requeridos. Solicitamos que se realice el siguiente cambio a \"Todas las Partes Combinadas, debe cumplir con el requisito\", esta solicitud permitir\u00e1 una mayor participaci\u00f3n de oferentes.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.  ", "dateAnswered": "2025-12-29T14:55:19-04:00"}, {"id": "7b151cf4096f2ab8fc32791a7842a7f2-1", "date": "2025-12-03T17:07:15-04:00", "title": "Planos", "description": "Podr\u00edan facilitar por favor los planos en formato CAD para un mejor estudio. El pedido obedece a que los planos remitidos en formato PDF no son legibles en varios de ellos por lo que se dificulta la correcta apreciaci\u00f3n de los trabajos a realizar.", "answer": "Los planos solicitados en formato CAD  ser\u00e1n facilitados a los oferentes para un adecuado an\u00e1lisis y revisi\u00f3n del proyecto en el SICP. ", "dateAnswered": "2025-12-29T14:59:49-04:00"}, {"id": "65c7bbda836e88eef3b6f7c1fdeaeb0a-1", "date": "2025-12-09T23:40:45-04:00", "title": "Item N\u00b0 17 - Tapa triangular de Hierro Fundido de 130Kg", "description": "Para el \u00cdtem N\u00b0 17 - Tapa triangular de Hierro Fundido de 130Kg, solicitamos confirmar si la leyenda a ser inscrita en las tapas ser\u00e1 \"Cloacal\" y el a\u00f1o de instalaci\u00f3n, tal como se observa en el plano 13.5.1 SLPE - DET - CONEX -1 (Objeto: DETALLE DE REGISTRO CLOACAL)", "answer": "Se confirma que la inscripci\u00f3n de f\u00e1brica para las tapas triangulares de hierro fundido (\u00edtem N\u00b0 17) ser\u00e1 conforme al detalle indicado en el plano 13.5.1 SLPE - DET - CONEX -1 (se encuentra escaneado en el SICP en la secci\u00f3n planos \"planos-6925f8b775071.pdf\" y el CAD), es decir: \"CLOACAL\" y el a\u00f1o de instalaci\u00f3n, tal como se representa en el detalle. La denominaci\u00f3n y el a\u00f1o ser\u00e1n exigibles en la fabricaci\u00f3n y verificados en la recepci\u00f3n de material por la fiscalizaci\u00f3n. \n\n", "dateAnswered": "2025-12-29T15:04:54-04:00"}, {"id": "a69e7605383e1cbf6d7a7d9b9ba286c7-1", "date": "2025-12-03T10:54:31-04:00", "title": "Capacidad en Materia de Personal", "description": "Solicitamos la revisi\u00f3n de la incorporaci\u00f3n de los siguientes profesionales mencionados en el pliego: Ingeniero El\u00e9ctrico, Ingeniero Hidrosanitario, Top\u00f3grafo, Ge\u00f3logo, Residente de Obra Arquitecto. Con base en el alcance y la naturaleza de la obra a ejecutarse, entendemos que dichos perfiles no constituyen cargos clave ni resultan necesarios de forma permanente para el proyecto. Por ello, solicitamos la revisi\u00f3n del listado de cargos clave.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.  ", "dateAnswered": "2025-12-29T14:56:30-04:00"}, {"id": "e454132a956a33f35d2c47257180605d-1", "date": "2025-12-10T10:43:52-04:00", "title": "Experiencia espec\u00edfica en obras", "description": "Experiencia espec\u00edfica en obras\nRequisitos M\u00ednimos:\n\u2022\tParticipaci\u00f3n en calidad de contratista, integrante de un consorcio en el porcentaje de participaci\u00f3n, o subcontratista autorizado por la Administraci\u00f3n Contratante en al menos un (3) contrato, durante los \u00faltimos diez (10) a\u00f1os, similares a las obras propuestas.\n\u2022\tLa similitud debe basarse en la escala f\u00edsica, la complejidad, los m\u00e9todos o la tecnolog\u00eda, u otras caracter\u00edsticas t\u00e9cnicas, conforme a lo descrito en la Secci\u00f3n Descripci\u00f3n de la Obra.\n\u2022\tA fin de cumplir este requisito, las obras deber\u00e1n estar terminadas en un (70%) por lo menos, y el desempe\u00f1o deber\u00e1 haber sido satisfactorio. Lo cual deber\u00e1 ser demostrado con la certificaci\u00f3n aprobada correspondiente.\n\u2022\tUna (1) obra que incluya alcantarillado cloacal, construcci\u00f3n de agua corriente, obras de drenaje pluvial, remoci\u00f3n y reposici\u00f3n de pavimento asf\u00e1ltico y hormig\u00f3n, urbanismo. Los trabajos citados deber\u00e1n indefectiblemente haberse ejecutado en un solo contrato, no se permitir\u00e1 la sumatoria de diferentes contratos, con un monto de Gs: 15.000.000.000 (Guaran\u00edes Quince Mil Millones)\nContar con experiencia m\u00ednima para el contrato que antecede u otros contratos, ejecutados en el per\u00edodo (2020-2024) en las siguientes actividades clave:\n\u2022\tConstrucci\u00f3n de Alcantarillas Celulares y/o Tubulares 1.500 ml\n\u2022\tBase Granular= 3.000 m3\n\u2022\tConcreto Asfaltico = 2.000 m3\n\nCONSULTA; para el cumplimiento para estos requisitos, quisi\u00e9ramos saber c\u00f3mo ser\u00e1n considerados los CONTRATOS Ejecutados y/o Contratados en forma de CONSORCIO, ser\u00e1n considerados el 100% tanto el monto del Contrato como las cantidades de los \u00cdtems ejecutados; o ser\u00e1n considerados por el % (porcentaje) de participaci\u00f3n de cada miembro del CONSORCIO??.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:08:23-04:00"}, {"id": "7b21e3859220b272a4fcea85351a096f-1", "date": "2026-01-07T11:58:35-04:00", "title": "Aportes de la cuenca", "description": "Considerando que el objeto del llamado comprende el Proyecto Ejecutivo de Drenaje Pluvial y que el \u00cdtem 63 \u2013 Revisi\u00f3n del Proyecto de Ingenier\u00eda contempla la revisi\u00f3n y ajuste del proyecto desde el punto de vista hidr\u00e1ulico\u2013pluvial, solicitamos aclarar c\u00f3mo se gestionar\u00e1 el aporte de escorrent\u00edas provenientes del resto de la cuenca pluvial que descargan sobre las calles incluidas en el alcance de este llamado.\n\nEn particular, solicitamos confirmar:\n\nSi, en la revisi\u00f3n del proyecto, deber\u00e1n considerarse los caudales aportados por \u00e1reas externas a las calles intervenidas (subcuencas aguas arriba).\n\nSi dichos aportes ya se encuentran definidos y cuantificados en el proyecto base, o si deber\u00e1n ser recalculados por el contratista en el marco del \u00cdtem 63.\n\nEn caso de que la revisi\u00f3n hidr\u00e1ulica determine la necesidad de redimensionar conductos, incorporar obras complementarias o modificar el sistema proyectado para absorber aportes adicionales de la cuenca, solicitamos aclarar si dichas adecuaciones:\n\ndar\u00e1n lugar a ajustes de cantidades y/o incorporaci\u00f3n de nuevos \u00edtems, o\n\ndeber\u00e1n ser absorbidas dentro del alcance y precios del contrato original.\n\nLa presente consulta tiene por objeto delimitar claramente el alcance t\u00e9cnico y la responsabilidad hidr\u00e1ulica asociada a la revisi\u00f3n del proyecto, a fin de formular una oferta econ\u00f3mica adecuada y comparable.", "answer": "En relaci\u00f3n con la consulta formulada, se aclara que, conforme a lo expresado durante la visita de obra, el proyecto correspondiente a la calle General Genes constituye una fase inicial del Proyecto de Reforma Integral del Microcentro.\nEn tal sentido, el sistema de drenaje pluvial previsto en el presente llamado ha sido concebido como un tramo parcial, el cual ser\u00e1 finalmente integrado y conectado al proyecto definitivo, donde se resolver\u00e1n de manera global los aportes totales de la cuenca pluvial para la cual fue dise\u00f1ado el sistema completo.\n", "dateAnswered": "2026-01-08T12:32:26-04:00"}, {"id": "598508af9bac9c28e75711072413eea0-1", "date": "2025-12-09T23:27:51-04:00", "title": "Item 1. Obrador y dep\u00f3sito de materiales .- Caracteristicas", "description": "En la planilla de cantidades para la oferta, en la columna \u201cCaracter\u00edsticas\u201d, se solicita completar los campos marca, fabricante y procedencia para el \u00cdtem 1. Obrador y dep\u00f3sito de materiales.\n\nDe acuerdo con lo indicado en las Especificaciones T\u00e9cnicas para este \u00edtem, \u201cEste rubro abarca la construcci\u00f3n o montaje de todas las instalaciones provisionales necesarias para la ejecuci\u00f3n de la obra, incluyendo campamentos, oficinas, servicios higi\u00e9nicos, dep\u00f3sitos de materiales y herramientas\u201d.\n\nConsiderando que este \u00edtem corresponde a la instalaci\u00f3n y habilitaci\u00f3n de infraestructura provisional, y no a un equipo o material con una marca espec\u00edfica, solicitamos aclarar qu\u00e9 informaci\u00f3n debe consignarse en la mencionada columna, dado que la naturaleza del \u00edtem no se relaciona con productos identificables por marca, fabricante o procedencia.", "answer": "El periodo de ejecuci\u00f3n del \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\" ser\u00e1 regida por el cronograma oficial de avance publicado en el SICP. En consecuencia, se adopta el plazo de 2 meses indicado en el cronograma, por tanto, se emite Adenda N\u00b0 01 que estar\u00e1 disponible en el SICP. ", "dateAnswered": "2025-12-29T15:03:44-04:00"}, {"id": "96202844eb1f2af200ba72acccd52267-1", "date": "2025-12-03T17:04:23-04:00", "title": "PLIEGO", "description": "1-\tCon relacion al Pliego de Bases y Condiciones, Requisitos de Calificaci\u00f3n, Experiencia especifica en obras actividades clave que solicita: \u00a8Contar con experiencia m\u00ednima para el contrato que antecede u otros contratos, ejecutados en el periodo (2020-2024) en las siguientes actividades clave: - Construcci\u00f3n de Alcantarillas Celulares y/o Tubulares = 1.500ml, - Base Granular = 3.000 m3, - Concreto Asfaltico = 2.000 m3.\u00a8 Se solicita que para avalar la experiencia mencionada puedan ser consideradas las obras ejecutadas en los \u00faltimos 10 a\u00f1os (2015-2025), de igual forma a lo estipulado para avalar la experiencia especifica en obras similares", "answer": "AJUSTARSE A LO ESTABLECIDO EN EL PBC. \n\n", "dateAnswered": "2025-12-29T14:56:53-04:00"}, {"id": "57b104796663915ee61ba237ad471024-1", "date": "2025-12-03T17:04:31-04:00", "title": "PLIEGO", "description": "Con relacion al Pliego de Bases y Condiciones, Capacidad en Materia de Personal. Favor especificar claramente cuales serian los cargos claves para los cuales se deben contar para el contrato de referencia", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T14:59:07-04:00"}, {"id": "a4ff0c7a313e2399e6171c9d65219c7c-1", "date": "2025-12-09T15:41:25-04:00", "title": "Criterio de calificaci\u00f3n", "description": "Solicitamos que los profesionales solicitados (Arquitecto Proyectista/Coordinador, a fin de realizar la revisi\u00f3n integral del proyecto y coordinaci\u00f3n con las diferentes \u00e1reas involucradas en el \u00edtem 63. Revisi\u00f3n de Proyecto de Ingenier\u00eda, - Ingeniero Civil para calculo estructural, - Ingeniero El\u00e9ctrico, - Ingeniero Hidrosanitario, - Ingeniero Hidr\u00f3logo, - Top\u00f3grafo, - Ge\u00f3logo, - Residente de Obra Arquitecto, - Residente de Obra Ingenier\u00eda Civil, sean presentados \u00fanicamente por la empresa adjudicada para la firma del contrato, obviando as\u00ed su presentaci\u00f3n en la fase de presentaci\u00f3n de la ofertas, quedando solamente la obligaci\u00f3n de presentar con la oferta el listado Capacidad en materia de Personal siguiente:\n*\tArquitecto y/o Ingeniero Civil, con experiencia laboral m\u00ednima de cinco (5) a\u00f1os de experiencia en obras de naturaleza y complejidad similares.\n*\tComo m\u00ednimo deber\u00e1 contar con un Jefe o Superintendente de Obras con 5 cinco a\u00f1os de experiencia en obras de naturaleza y complejidad similares. DDJJ de permanencia en el sitio de obras lo que dure el contrato.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:02:56-04:00"}, {"id": "55a8d43a964ca067b6d5b9085a6887b5-1", "date": "2025-12-03T10:54:23-04:00", "title": "Experiencia Espec\u00edfica en Obras", "description": "En el requisito de Experiencia Espec\u00edfica en Obras \u201cParticipaci\u00f3n en calidad de contratista, integrante de un consorcio en el porcentaje de participaci\u00f3n, o subcontratista autorizado por la Administraci\u00f3n Contratante en al menos un (3) contrato, durante los \u00faltimos diez (10) a\u00f1os, similares a las obras propuestas. La similitud debe basarse en la escala f\u00edsica, la complejidad, los m\u00e9todos o la tecnolog\u00eda, u otras caracter\u00edsticas t\u00e9cnicas, conforme a lo descrito en la Secci\u00f3n Descripci\u00f3n de la Obra. A fin de cumplir este requisito, las obras deber\u00e1n estar terminadas en un (70%) por lo menos, y el desempe\u00f1o deber\u00e1 haber sido satisfactorio. Lo cual deber\u00e1 ser demostrado con la certificaci\u00f3n aprobada correspondiente. Una (1) obra que incluya alcantarillado cloacal, construcci\u00f3n de agua corriente, obras de drenaje pluvial, remoci\u00f3n y reposici\u00f3n de pavimento asf\u00e1ltico y hormig\u00f3n, urbanismo. Los trabajos citados deber\u00e1n indefectiblemente haberse ejecutado en un solo contrato, no se permitir\u00e1 la sumatoria de diferentes contratos, con un monto de Gs: 15.000.000.000 (Guaranies Quince Mil Millones)\u201d el pliego establece que en caso de que el Oferente sea un Consorcio, el socio L\u00edder y Cada miembro deben cumplir por lo menos con el 50% de los requisitos m\u00ednimos requeridos. Solicitamos que se realice el siguiente cambio a \"Todas las Partes Combinadas, debe cumplir con el requisito\", esta solicitud permitir\u00e1 una mayor participaci\u00f3n de oferentes.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.  ", "dateAnswered": "2025-12-29T14:55:34-04:00"}, {"id": "75495424081c27f144de22e201ebfcd9-1", "date": "2025-12-09T12:06:02-04:00", "title": "Aclaracion", "description": "Solicitan que los datos financieros sean extra\u00eddos de los balances 2022 - 2023 y 2024 pero en los requisitos documentales solicitan la copia del balance general y cuadro de resultado de los a\u00f1os 2021-2022 y 2023\nSe solicita aclaraci\u00f3n al respecto.", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:02:51-04:00"}, {"id": "10fbc2ba8db388e3ea3fd22c0845ab03-1", "date": "2025-12-05T15:25:03-04:00", "title": "Alcance del llamado - Conexiones Domiciliaria Agua Potable", "description": "Para el caso de que las provision e instalaci\u00f3n de conexiones domiciliarias de agua potable se encuentre dentro del alcance de este llamado, consultamos; \u00bfcorresponde cotizar la provisi\u00f3n e instalaci\u00f3n de hidr\u00f3metros?  En caso afirmativo, solicitamos la inclusi\u00f3n del item a la planilla de cantidades para la oferta y la provisi\u00f3n de la correspondiente EETT.", "answer": "El presente llamado cuenta con el \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\".  \nEl alcance de los \u00edtems y sus cantidades correspondientes ser\u00e1n revisados, incorporados y definidos con sus correspondientes especificaciones t\u00e9cnicas en el caso de su inclusi\u00f3n, con la FISCALIZACI\u00d3N en el proceso de ajuste de proyecto, luego de la etapa de Adjudicaci\u00f3n. \n", "dateAnswered": "2025-12-29T15:00:22-04:00"}, {"id": "78176b3d7ebc42f29584bcbab11d7293-1", "date": "2025-12-09T10:41:23-04:00", "title": "Provisi\u00f3n de valvulas de 2\" y 4\"", "description": "Para los \u00edtems de la planilla de cantidades \n\n\u00cdtem N\u00b0 22 - Provisi\u00f3n y Colocaci\u00f3n de V\u00e1lvulas de 2''\n\u00cdtem N\u00b0 23 - Provisi\u00f3n y Colocaci\u00f3n de V\u00e1lvulas de 4''\n\nSeg\u00fan lo descrito en las Especificaciones t\u00e9cnicas de estos \u00edtems se tiene el titulo Caja de V\u00e1lvulas H\u00baF\u00ba, bajo el cual se expresa lo siguiente \"Para la operaci\u00f3n y funcionamiento de la v\u00e1lvula su registro ser\u00e1 seg\u00fan detalle de la Figura siguiente, el mismo deber\u00e1 ser incluido por el contratista en el presupuesto de la v\u00e1lvula, con instalaci\u00f3n. Las especificaciones t\u00e9cnicas ser\u00e1 la usada por ESSAP S.A.\"\n\nAl respecto manifestamos que no hemos encontrado \"la figura siguiente\" indicada en el mencionado p\u00e1rrafo, tanto en el pliego de bases y condiciones como en el archivo eett-6925f9e5789fd.pdf disponible en la secci\u00f3n documentos.  \n\nSolicitamos la provisi\u00f3n del dise\u00f1o de las caja de v\u00e1lvulas tanto para 2\" como para 4\" a modo de que podamos solicitar correctamente una cotizaci\u00f3n a los proveedores de este tipo de productos.", "answer": ": En las especificaciones t\u00e9cnicas del \u00cdtem 22 se encuentra la secci\u00f3n de:\n\nCaja de V\u00e1lvulas H\u00baF\u00ba. \nPara la operaci\u00f3n y funcionamiento de la v\u00e1lvula su registro ser\u00e1 seg\u00fan detalle de la Figura siguiente, el mismo deber\u00e1 ser incluido por el contratista en el presupuesto de la v\u00e1lvula, con instalaci\u00f3n. Las especificaciones t\u00e9cnicas ser\u00e1 la usada por ESSAP S.A.\n\nCuando estas sean accionadas directamente con crucetas, y o c\u00e1maras de concreto armado, la parte superior de las v\u00e1lvulas, estar\u00e1n a una profundidad m\u00ednima de 0,60m y 1.20m como m\u00e1xima, con respecto al nivel de la calle.\n\nPor tanto, la fabricaci\u00f3n, montaje e instalaci\u00f3n de v\u00e1lvulas y sus cajas debe cumplir con las especificaciones t\u00e9cnicas y normas aplicables de la Essap S.A., los oferentes deber\u00e1n considerar en su presupuesto la provisi\u00f3n e instalaci\u00f3n de las cajas conforme a los detalles exigidos por la entidad.\n", "dateAnswered": "2025-12-29T15:01:22-04:00"}, {"id": "6cf962f565f4083b92acb4296476b111-1", "date": "2025-12-05T15:28:38-04:00", "title": "CAPACIDAD MATERIA DE EQUIPOS", "description": "EN CASO DE NO CONTAR CON ALGUN EQUIPO CON LA ANTIGUEDAD SOLICITADA PODRIAN CONSIDERAR LAS FACTURAS PRO FORMA COMO PROPIA?", "answer": "AJUSTARSE A LO ESTABLECIDO EN EL PBC. ", "dateAnswered": "2025-12-29T15:00:29-04:00"}, {"id": "5f0966de28992e288eb03619076351bd-1", "date": "2025-12-10T00:38:21-04:00", "title": "39. COLCH\u00d3N RENO", "description": "En relaci\u00f3n con el \u00edtem 39. COLCH\u00d3N RENO, solicitamos se aclaren las caracter\u00edsticas t\u00e9cnicas del tipo de malla requerida, dado que el pliego \u00fanicamente especifica el espesor del colch\u00f3n y el tama\u00f1o del agregado de relleno, sin detallar los par\u00e1metros necesarios para identificar el sistema constructivo.\n\nA fin de elaborar una oferta t\u00e9cnicamente correcta y comparable, se solicita indicar:\n\nNorma t\u00e9cnica aplicable\nDi\u00e1metro del alambre de malla y de borde.\nTipo de recubrimiento (galvanizado, PVC, etc.).\nResistencia m\u00ednima del alambre seg\u00fan norma.\n\nLa informaci\u00f3n solicitada es necesaria para definir el tipo de colch\u00f3n reno requerido, estimar correctamente los costos y garantizar que las ofertas sean comparables", "answer": "La funcionalidad del colch\u00f3n reno deber\u00e1 garantizarse mediante la presentaci\u00f3n por parte del contratista adjudicado de un M\u00e9todo Constructivo y de las Especificaciones T\u00e9cnicas del material propuesto (incluyendo: tipo de malla, di\u00e1metro de alambre, alambre de borde, recubrimiento, resistencia mec\u00e1nica de acuerdo a norma aplicable y granulometr\u00eda del relleno), los cuales ser\u00e1n sometidos a la aprobaci\u00f3n de la fiscalizaci\u00f3n antes del inicio de los trabajos. Teniendo en cuenta que el presente llamado cuenta con el \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\".  \nEl alcance de los \u00edtems y sus cantidades correspondientes ser\u00e1n revisados, incorporados y definidos con sus correspondientes especificaciones t\u00e9cnicas en el caso de su inclusi\u00f3n, con la FISCALIZACI\u00d3N en el proceso de ajuste de proyecto, luego de la etapa de Adjudicaci\u00f3n. \n", "dateAnswered": "2025-12-29T15:05:48-04:00"}, {"id": "f1307de0418680f24cf489eff34fc653-1", "date": "2025-12-09T23:28:28-04:00", "title": "tem N.\u00ba 7 \u2013 Remoci\u00f3n de estructuras existentes", "description": "Considerando lo descrito en las Especificaciones T\u00e9cnicas para el \u00cdtem N.\u00ba 7 \u2013 Remoci\u00f3n de estructuras existentes, donde se establece que:\n\u201cEste trabajo consistir\u00e1 en la demolici\u00f3n y remoci\u00f3n total o parcial, y en disponer satisfactoriamente los materiales resultantes de demolici\u00f3n, de todas las estructuras que interfieran en el trazado del proyecto. Tambi\u00e9n incluir\u00e1 la recuperaci\u00f3n, traslado y acopio, en lugares designados previamente indicados por la fiscalizaci\u00f3n, de los materiales provenientes de las remociones.\u201d\n\nY teniendo en cuenta que la unidad de medida indicada es \u201cmetro lineal (ml)\u201d, solicitamos listar las estructuras que deber\u00e1n ser removidas, especificando sus dimensiones, tipo y caracter\u00edsticas constructivas, a fin de estimar correctamente el volumen involucrado por metro lineal, lo cual es indispensable para determinar rendimientos y tipo de equipos para ejecutar la demolici\u00f3n, costos de disposici\u00f3n y transporte de los materiales removidos.\n\nEsta informaci\u00f3n es fundamental para realizar una oferta t\u00e9cnicamente coherente y econ\u00f3micamente sustentada.", "answer": "La elecci\u00f3n de metro lineal (ml) como unidad de medida para el \u00edtem N\u00b0 7 responde a la variabilidad existente en las estructuras y elementos a demoler a lo largo del tramo del proyecto. Con base en la visita realizada en el sitio de obras y la revisi\u00f3n de los planos del proyecto, la contratista debe poseer la capacidad de estimar los costos de las estructuras a demoler en base a su experiencia. ", "dateAnswered": "2025-12-29T15:04:11-04:00"}, {"id": "c49d5e209da6aafc3e11ba97a60c3e71-1", "date": "2025-12-02T10:02:15-04:00", "title": "Experiencia Especifica de Obras", "description": "Participaci\u00f3n en calidad de contratista, integrante de un consorcio en el porcentaje de\nparticipaci\u00f3n, o subcontratista autorizado por la Administraci\u00f3n Contratante en al menos\nun (3) contrato, durante los \u00faltimos diez (10) a\u00f1os, similares a las obras propuestas.\nLa similitud debe basarse en la escala f\u00edsica, la complejidad, los m\u00e9todos o la tecnolog\u00eda, u\notras caracter\u00edsticas t\u00e9cnicas, conforme a lo descrito en la Secci\u00f3n Descripci\u00f3n de la Obra.\nA fin de cumplir este requisito, las obras deber\u00e1n estar terminadas en un (70%) por lo\nmenos, y el desempe\u00f1o deber\u00e1 haber sido satisfactorio. Lo cual deber\u00e1 ser demostrado\ncon la certificaci\u00f3n aprobada correspondiente.\nUna (1) obra que incluya alcantarillado cloacal, construcci\u00f3n de agua corriente, obras de\ndrenaje pluvial, remoci\u00f3n y reposici\u00f3n de pavimento asf\u00e1ltico y hormig\u00f3n, urbanismo. Los\ntrabajos citados deber\u00e1n indefectiblemente haberse ejecutado en un solo contrato, no se\npermitir\u00e1 la sumatoria de diferentes contratos, con un monto de Gs: 15.000.000.000\n(Guaranies Quince Mil Millones).\nEn la Casilla de Consorcios dice:\nTodas las Partes Combinadas(Debe cumplir con el requisito)\nCada Socio(Debe cumplir por lo menos con el 50% de los requisitos m\u00ednimos requeridos)\nSocio L\u00edder (Debe cumplir por lo menos con el 50% de los requisitos m\u00ednimos requeridos)\nFavor de quitar los porcentajes de participaci\u00f3n de cada integrante de un Consorcio y mantener el texto de \"Todas las Partes Combinadas, debe cumplir con el requisito\"", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.  ", "dateAnswered": "2025-12-29T14:55:06-04:00"}, {"id": "ab3e459b130ce50fba01ab84a20f129a-1", "date": "2025-12-09T11:34:55-04:00", "title": "Pr\u00f3rroga", "description": "Se solicita prorroga en la fecha de presentaci\u00f3n de ofertas.", "answer": "Se ha realizado prorroga y la Adenda N\u00b0 01 ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:02:28-04:00"}, {"id": "883a82a000d135622baaf6f860cb8ef4-1", "date": "2025-12-09T22:57:26-04:00", "title": "Item 63. Revision de proyecto de Ingenier\u00eda", "description": "Seg\u00fan lo indicado en las EETT para el \u00cdtem 63. Revisi\u00f3n de Proyecto de Ingenier\u00eda \"El plazo de entrega del informe ser\u00e1 de 4 meses, contados a partir de la orden de inicio de la obras.\" sin embargo, en lo descrito bajo el titulo Periodo de construcci\u00f3n, lugar y otros datos del Pliego de bases y condiciones \"El contratista deber\u00e1 ejecutar las obras en un plazo de: *8 (OCHO) meses, CONFORME AL CRONOGRAMA ADJUNTO EN EL SICP. Calles Gral. Genes: desde el Arroyo San Lorenzo hasta la calle Coronel Bogado. Calles 14 de mayo: Intersecci\u00f3n con la calle General Genes Gral. Genes, Fort\u00edn Arce,14 de mayo; Cerro Cor\u00e1; Cnel. Bogado; San Lorenzo. CONFORME A LOS PLANOS ADJUNTADOS EN EL SICP\"\nVerificando el Cronograma contenido en el archivo cronograma-6925f8d647c97 de la secci\u00f3n \"Documentos\" del portal SICP se observa que para el \u00edtem Revisi\u00f3n de proyecto de ingenier\u00eda se indica un plazo de ejecuci\u00f3n de 2 meses.\nSolicitamos aclarar cual es el plazo a considerar para la revisi\u00f3n del proyecto de ingenier\u00eda, a fin de preparar la programaci\u00f3n, dimensionar recursos y presentar una oferta coherente con los documentos del llamado.", "answer": "El periodo de ejecuci\u00f3n del \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\" ser\u00e1 regida por el cronograma oficial de avance publicado en el SICP. En consecuencia, se adopta el plazo de 2 meses indicado en el cronograma, por tanto, se emite Adenda N\u00b0 01 que estar\u00e1 disponible en el SICP. ", "dateAnswered": "2025-12-29T15:03:16-04:00"}, {"id": "b92415aba4589bd33780c79d54cb4aac-1", "date": "2025-12-10T00:46:20-04:00", "title": "\u00edtem 40. MURO DE CONTENCI\u00d3N DE GAVIONES", "description": "En relaci\u00f3n con el \u00edtem 40. MURO DE CONTENCI\u00d3N DE GAVIONES, solicitamos se aclaren las caracter\u00edsticas t\u00e9cnicas de las cestas de malla met\u00e1lica, dado que el pliego \u00fanicamente menciona que ser\u00e1n \u201ccestas de malla met\u00e1lica rellenas de piedras\u201d, sin definir sus par\u00e1metros constructivos ni normativos.\n\nPara elaborar una oferta t\u00e9cnicamente consistente y garantizar la comparabilidad entre oferentes, se solicita indicar:\n\nNorma t\u00e9cnica aplicable para la fabricaci\u00f3n de los gaviones\nDi\u00e1metro del alambre de malla, alambre de borde y alambre de diafragmas.\nTipo de recubrimiento anticorrosivo (galvanizado, PVC, etc.) y espesor m\u00ednimo.\nDimensiones de cada gavi\u00f3n (largo, ancho, alto) \nResistencia m\u00ednima del alambre conforme a la norma indicada.\nGranulometr\u00eda de la piedra de relleno (tama\u00f1o m\u00ednimo, tipo de roca aceptada, resistencia a la abrasi\u00f3n).", "answer": "Teniendo en cuenta que el presente llamado cuenta con el \u00edtem \"63. Revisi\u00f3n del Proyecto de Ingenier\u00eda\". El alcance de los \u00edtems y sus cantidades correspondientes ser\u00e1n revisados, incorporados y definidos con sus correspondientes especificaciones t\u00e9cnicas en el caso de su inclusi\u00f3n, con la FISCALIZACI\u00d3N en el proceso de ajuste de proyecto, luego de la etapa de Adjudicaci\u00f3n. ", "dateAnswered": "2025-12-29T15:06:32-04:00"}, {"id": "f2f3cc7567ab1bae277adc0dc930dfda-1", "date": "2025-12-10T10:52:02-04:00", "title": "Solicitud de Prorroga", "description": "Por la presente solicitamos prorroga en la fecha de presentaci\u00f3n de ofertas, a modo de realizar un buen estudio correspondiente a la obra licitada, para una buena presentaci\u00f3n de precios de oferta.-", "answer": "Se ha realizado prorroga y la Adenda N\u00b0 01 ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:09:37-04:00"}, {"id": "7f332bb38ef24e3652d51818e9a1ac84-1", "date": "2025-12-10T01:39:35-04:00", "title": "pavimento de hormig\u00f3n con fibras sint\u00e9ticas", "description": "En el \u00edtem correspondiente al pavimento de hormig\u00f3n con fibras sint\u00e9ticas se establece que las losas deben tener juntas de aserrado con un espaciamiento entre 175 m y 200 m, valor t\u00e9cnicamente incompatible con pavimentos de hormig\u00f3n y presumiblemente producto de un error de tipeo\nSolicitamos que se aclare cu\u00e1l es el espaciamiento correcto", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:07:16-04:00"}, {"id": "ea9cf9cc1994807487c57379707440f5-1", "date": "2025-12-10T01:02:28-04:00", "title": "Planos en formato PDF", "description": "Solicitamos la provisi\u00f3n de los planos del proyecto en formato editable (CAD) o, en su defecto, en archivos .pdf de alta resoluci\u00f3n, debido a que los documentos disponibles en el SICP presentan una calidad insuficiente para su correcta interpretaci\u00f3n, al tratarse de im\u00e1genes escaneadas de copias en papel.", "answer": "Los planos solicitados en formato CAD, ser\u00e1n facilitados en el apartado de planos del SICP a los oferentes para un adecuado an\u00e1lisis t\u00e9cnico y revisi\u00f3n de proyecto.\n\n", "dateAnswered": "2025-12-29T15:06:43-04:00"}, {"id": "9be04a195e6b6d8a7b9cf681538e32cc-1", "date": "2025-12-09T15:41:33-04:00", "title": "Criterio de calificaci\u00f3n", "description": "Solicitamos que la antig\u00fcedad de los equipos sea extendida a 15 a\u00f1os (2011 \u2013 2025), esto es a fin de que haya una mayor participaci\u00f3n de empresas oferentes.", "answer": "AJUSTARSE A LO ESTABLECIDO EN EL PBC.", "dateAnswered": "2025-12-29T15:03:02-04:00"}, {"id": "b8efb52b767764e2d4832e4d77f7602a-1", "date": "2025-12-10T01:39:31-04:00", "title": "Item 63. Revision de proyecto de Ingenier\u00eda", "description": "Entendemos que el alcance del \u00cdtem 63. Revisi\u00f3n de proyecto de Ingenier\u00eda corresponde solo a la revisi\u00f3n de proyecto de las calles Gral. Genes y 14 de mayo, seg\u00fan la extensi\u00f3n indicada en el alcance del llamado y no abarca la revisi\u00f3n de la totalidad del PROYECTO DE REFORMA INTEGRAL DEL  MICROCENTRO (Sector 1 y 2). Favor confirmar si la interpretaci\u00f3n es correcta.", "answer": "Se confirma que el alance del \u00edtem 63 corresponde a la revisi\u00f3n del proyecto previsto para las calles General Genes y su intersecci\u00f3n con 14 de mayo, conforme a los l\u00edmites establecidos en el llamado. No forma parte del alcance la revisi\u00f3n de la totalidad del Proyecto de Reforma Integral del Microcentro.", "dateAnswered": "2025-12-29T15:06:58-04:00"}, {"id": "e857469e5c8b711923cf9f5953f8705e-1", "date": "2025-12-09T23:00:22-04:00", "title": "Modalidad de contrato", "description": "Entendemos que la modalidad de contrato del presente llamado es \u201ca precio unitario\u201d por unidad de medida. \u00bfEs correcto nuestro entendimiento?", "answer": "El presente llamado es Contrato de Obra Cerrado, cuenta con cantidades estimadas para cada \u00edtem con sus respectivos precios unitarios, el cual define un monto total para la obra. ", "dateAnswered": "2025-12-29T15:03:36-04:00"}, {"id": "e2dfef2bd4a6c33cc344f3e82f03890a-1", "date": "2025-12-05T15:21:32-04:00", "title": "Alcance del llamado - Conexiones Domiciliaria Agua Potable", "description": "En la pagina 142 del archivo planos-6925f8b775071.pdf descargado del portal se observa una lamina con dise\u00f1os de instalaciones domiciliarias de agua potable para 1\" y 1/2\", sin embargo no se observan tales \u00edtem en la planilla de cantidades, consultamos, la provision e instalaci\u00f3n de conexiones domiciliarias de agua potable se encuentre dentro del alcance de este llamado?", "answer": "El llamado cuenta con el \u00edtem 63. \"Revisi\u00f3n del Proyecto de Ingenier\u00eda\". En consecuencia, la planilla de cantidades finales ser\u00e1 actualizada para incorporar los \u00edtems y especificaciones t\u00e9cnicas correspondientes, en caso de verificarse su inclusi\u00f3n dentro del alcance general del proyecto. ", "dateAnswered": "2025-12-29T15:00:10-04:00"}, {"id": "7756fb717ce7fc5f9a94a32e24a588cb-1", "date": "2026-01-06T11:14:24-04:00", "title": "Consulta del Nro de Llamado", "description": "Con respecto a la consulta N\u00aa 37, que numero de llamado corresponde al ID 477.938, es la LPN N\u00aa 01/2026 o la LPN N\u00aa 01/2025", "answer": "Se procede a transcribir el acto administrativo mencionado en la consulta 36. \nResoluci\u00f3n N\u00b0 409/2025 POR LA CUAL SE APRUEBA LA ADENDA N\u00b0 01 AL PLIEGO DE BASES Y CONDICIONES DE LA LICITACI\u00d3N P\u00daBLICA NACIONAL N\u00b0 01/2026: \"PROYECTO EJECUTIVO DE DRENAJE PLUVIAL, READECUACI\u00d3N DE LA RED DE ALCANTARILLADO CLOACAL Y AGUA CORRIENTE DE LA CUENCA DE SAN LORENZO - CALLE GENERAL GENES. PRIM (PROYECTO DE REFORMA INTEGRAL DEL MICROCENTRO)\". ID: 477.938 Y SE APRUEBA LA PLURIANUALIDAD DE LA LICITACI\u00d3N P\u00daBLICA NACIONAL N\u00b0 01/2026.\nY se aclara que corresponde a la LICITACI\u00d3N P\u00daBLICA NACIONAL N\u00b0 01/2026., tal como se puede visualizar en los dem\u00e1s actos administrativos emitidos por la Convocante adjuntados al Portal de la DNCP.", "dateAnswered": "2026-01-06T11:33:39-04:00"}, {"id": "6a02ab095a65b59443936469d1d13019-1", "date": "2025-12-10T00:10:18-04:00", "title": "\u00edtem 48. PAVIMENTO DE HORMIG\u00d3N HIDR\u00c1ULICO (FCK 4.5 MPa) CON FIBRA SINT\u00c9TICA,", "description": "En relaci\u00f3n con el \u00edtem 48. PAVIMENTO DE HORMIG\u00d3N HIDR\u00c1ULICO (FCK 4.5 MPa) CON FIBRA SINT\u00c9TICA, solicitamos se aclaren las caracter\u00edsticas t\u00e9cnicas completas de la fibra sint\u00e9tica estructural requerida, ya que el pliego solo indica una dosificaci\u00f3n m\u00ednima y la resistencia residual, sin detallar los par\u00e1metros necesarios para identificar el producto.\n\nA fin de elaborar una oferta correcta y comparable, se solicita especificar:\n\n- Tipo de fibra: macrofibra estructural o microfibra\n- Dimensiones: longitud, geometr\u00eda y rango de decitex (dtex).\n- Propiedades mec\u00e1nicas\n- Compatibilidad con el dise\u00f1o: si reemplaza total o parcialmente malla de acero.\n- Normas que ser\u00e1n aplicadas", "answer": "La informaci\u00f3n t\u00e9cnica completa relativa al paquete estructural y a los elementos que lo componen - incluida las fibras sint\u00e9ticas para el pavimento (tipo, geometr\u00eda, dimensiones, propiedades mec\u00e1nicas, comportamiento frente al refuerzo de malla y normas de aceptaci\u00f3n)  - est\u00e1 desarrollada en el documento: \"7.1.1 INFORME DE MEMORIA DE C\u00c1LCULO DEL PAQUETE ESTRUCTURAL_SECTOR 2_REV00\", el cual forma parte de la documentaci\u00f3n t\u00e9cnica del proyecto. ", "dateAnswered": "2025-12-29T15:05:31-04:00"}, {"id": "76279543489891ecb83904ebd31d65f5-1", "date": "2026-01-07T11:45:02-04:00", "title": "\u00cdtem Pavimento de Hormig\u00f3n Hidr\u00e1ulico con Fibra Sint\u00e9tica", "description": "En relaci\u00f3n con el \u00cdtem: Pavimento de Hormig\u00f3n Hidr\u00e1ulico con Fibra Sint\u00e9tica, y considerando lo establecido en las EETT, las Consultas y Respuestas publicadas y la Memoria de C\u00e1lculo, se observa que:\n\n1. Se encuentra claramente definido el uso de fibra sint\u00e9tica estructural (macrofibra),\n2. La dosificaci\u00f3n m\u00ednima de 3,0 kg/m\u00b3,\n3. El rol estructural de la fibra como reemplazo del acero continuo,\n\nNo obstante, a efectos de cerrar la especificaci\u00f3n t\u00e9cnica del producto \u201cfibra\u201d y permitir una correcta y homog\u00e9nea valoraci\u00f3n t\u00e9cnica y econ\u00f3mica por parte de los oferentes, solicitamos a a la Convocante precisar los siguientes aspectos que no se encuentran expresamente definidos correspondiente a las caracter\u00edsticas f\u00edsicas de la fibra sint\u00e9tica estructural:\nDimensiones: longitud, geometr\u00eda y rango de decitex (dtex)", "answer": "En relaci\u00f3n con la consulta planteada, se aclara que, conforme a lo expresado en la Memoria - Informe de Memoria de C\u00e1lculo del Paquete Estructural, el tipo de fibra sint\u00e9tica estructural a ser utilizado ser\u00e1 considerado en funci\u00f3n de la disponibilidad de fibras existentes en el mercado, tanto de origen local como de importaci\u00f3n.\nEsta condici\u00f3n habilita un abanico de alternativas comerciales que presentan variaciones en sus caracter\u00edsticas f\u00edsicas, tales como longitud, geometr\u00eda y decitex, manteniendo en todos los casos prestaciones estructurales equivalentes y compatibles con el dise\u00f1o adoptado.\nEn tal sentido, las Especificaciones T\u00e9cnicas definen los par\u00e1metros funcionales y estructurales esenciales de la fibra -tipo, dosificaci\u00f3n m\u00ednima y rol estructural- garantizando el comportamiento requerido del pavimento. Por lo tanto, no resulta t\u00e9cnicamente viable ni conveniente fijar valores espec\u00edficos de dimensiones, geometr\u00eda o decitex sin conocer previamente el proveedor, el producto ofertado y su disponibilidad efectiva, ya que ello podr\u00eda restringir innecesariamente la concurrencia de oferentes.\nEn consecuencia, se considera que lo establecido en la Memoria de C\u00e1lculo resulta suficiente, t\u00e9cnicamente adecuado y coherente para una evaluaci\u00f3n t\u00e9cnica y econ\u00f3mica homog\u00e9nea.\n", "dateAnswered": "2026-01-08T12:32:15-04:00"}, {"id": "6cc188e5ab4ea25e876c708a9d1ab889-1", "date": "2025-12-10T01:39:38-04:00", "title": "36. PROVISI\u00d3N Y COLOCACI\u00d3N DE DRENES \u00f8150mm", "description": "El \u00edtem 36 habla de material granular \u201cSuelo Clase I\u201d para confinamiento del dren, envuelto en geotextil, pero en esta secci\u00f3n no define las caracter\u00edsticas del Suelo Clase I. \nFavor definir sus caracter\u00edsticas", "answer": "\"Suelo Clase I\" se entiende como material granular apto para la correcta colocaci\u00f3n y funcionamiento de drenes.", "dateAnswered": "2025-12-29T15:07:24-04:00"}, {"id": "19c4a7a1b8fc386c8c3b63075254ab48-1", "date": "2026-01-05T16:04:57-04:00", "title": "Numero del Llamado", "description": "En la resoluci\u00f3n 409/2025, en su encabezado enuncia Licitaci\u00f3n P\u00fablica Nacional 01/2026 en donde se aprueba la Adenda 1. En la nota dirigida a la DNCP de fecha 27/11/2025, enuncia Licitaci\u00f3n Publica Nacional 01/2025.\nCual es la valida, la 01/2025 o 01/2026, es para la presentaci\u00f3n de documentos sustanciales del presente llamado.-", "answer": "Para la presentaci\u00f3n de los documentos sustanciales deber\u00e1n tenerse en cuenta los Actos Administrativos emitidos por la Convocante.", "dateAnswered": "2026-01-06T10:04:06-04:00"}, {"id": "acb12edac49cb81a024d035945b52f2a-1", "date": "2025-12-10T00:38:58-04:00", "title": "Item N\u00b0 35 - Provisi\u00f3n y Colocaci\u00f3n de tubos de \u00d8 600 mm", "description": "No se observan las Especificaciones t\u00e9cnicas del \u00cdtem N\u00b0 35 - Provisi\u00f3n y Colocaci\u00f3n de tubos de \u00d8 600 mm, tanto en el pliego de base y condiciones como en el archivo eett-6925f9e5789fd.pdf descargado de la secci\u00f3n documentos del SICP.\nSolicitamos la provisi\u00f3n de las mencionadas especificaciones t\u00e9cnicas para poder cotizar el \u00edtem", "answer": "Se realiza Adenda 01, la misma ser\u00e1 publicada en el SICP.", "dateAnswered": "2025-12-29T15:06:01-04:00"}], "lots": [{"id": "1f0c4774-3e2e-6c3c-8a50-ef159701b017", "title": "1 - 1 - PROYECTO EJECUTIVO DE DRENAJE PLUVIAL, READECUACI\u00d3N DE LA RED DE ALCANTARILLADO CLOACAL Y AGUA CORRIENTE DE LA CUENCA DE SAN LORENZO \u2013 CALLE GENERAL GENES. 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