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PLANEAMIENTO DE OBRAS CIVILES - PLANEAMIENTO TOTAL DE PROYECTOS INTERNACIONALES DE CONSTRUCCION |
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PLANEAMIENTO TOTAL DE LA DIRECCION Y EJECUCION DE OBRAS DE CONSTRUCCION es una fase fundamental en la gestion, direccion y ejecucion de un proyecto de construccion. GRUPPO GUIDO "Programacion de la Construccion" incluye la eleccion de technologia, la definicion de ordenes para cada fase interna, el calculo de los recursos necesarios y duracion de cada fase ademas la interaccion entre las diferentes fases. En gruppo Guido sabemos que un Excelente Programa de Construccion es la base para desarrollar el budget y detalles de cada fase de construccion. Desarrollamos nuestro PLAN DE OBRAS incluyendo las fases de direccion y ejecucion mas criticas por escrito. Ademas de los aspectos tecnicos de la construccion LA PROGRAMACION es necesaria para decisiones organizativas relativas a la relacion entre participantes del proyecto y quienes deben participar a cada fase de proyecto. Por ejemplo, los acuerdos con los sub contratistas deben ser usados para definir el plan de operaciones del proyecto. OFRECEMOS PROGRAMACION PROFESIONAL DE PROJECTOS |
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PLANIFICACION
PROFESIONAL DE PROYECTOS ofrecemos a empresas internacionales
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I. SELECCION DE LA TECNOLOGIA Y METODOS DE LA CONSTRUCCION - PLANIFICACION GRUPPO GUIDO |
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SELECCION DE TECNOLOGIA Y METODO DE CONSTRUCCION. According to our planning engineers and expertise: as in the development of appropriate alternatives for facility design, choices of appropriate technology and methods for construction are often ill-structured yet critical ingredients in the success of the design and construction project. For example, a decision whether to pump or to transport concrete in buckets will directly affect the cost and duration of tasks involved in building construction... |
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... The Planning Engineering decision between these two alternatives should consider the relative costs, reliabilities, and availability of equipment for the two transport methods. Unfortunately, the exact implications of different methods depend upon numerous considerations for which information may be sketchy during the planning phase, such as the experience and expertise of workers or the particular underground condition at a site. INFO SOBRE TECNOLOGIA DE METODOS DE LA CONSTRUCCION |
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II. DEFINICION DE ORDENES INTERNAS PARA LA REALIZACION DEL PROYECTO - PLANIFICACION GRUPPO GUIDO |
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PLANIFICACION DE LAS ORDENES INTERNAS Our parallel step in "Planning Process" is to define the various work tasks that must be accomplished. These work tasks represent the necessary framework to permit scheduling of construction activities, along with estimating the resources required by the individual work tasks, and any necessary precedences or required sequence among the tasks. Our planning engineering department uses the terms work "tasks" or "activities" or "jobs" or "operation" are terms equivalent for our construction projects development. The scheduling plan starts to determine an appropriate set of activity start time, resource allocations and completion times that will result in completion of the project in a timely and efficient way and construction planning is the necessary fore-runner to scheduling. In this planning, defining work tasks, technology and construction method is typically done either simultaeously or in a series of iterations SOLICITA INFO SOBRE COMO PLANIFICAR LAS ORDENES INTERNAS |
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III. DEFINICION DE LA RELACION Y PRECEDENCIA ENTRE ACTIVIDADES DEL PROYECTO - PLANIFICACION GRUPPO GUIDO |
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DEFINICION PRECEDENCIA ENTRE ACTIVIDADES Once work activities have been defined, the relationships among the activities should be specified. Precedence relations between activities signify that the activities must take place in a particular SEQUENCE. Numerous natural sequences exist for construction activities due to requirements for structural integrity, regulations, and other technical requirements. For example, one activity might not be able to start for several days after the completion of another activity. For example, concrete might have to set for several days before formwork is removed. This restriction on the removal of forms activity is called a lag between the completion of one activity (i.e., pouring concrete in this case) and the start of another activity (i.e., removing formwork in this case). INFO SOBRE RELACION ENTRE ACTIVIDADES |
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IV. CALCULO DE LA DURACION DE CADA ACTIVIDAD - PLANIFICACION GRUPPO GUIDO |
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PLANIFICACION DEL TIEMPO DE CADA ACTIVIDAD DE PROYECTO In most scheduling procedures, each work activity has an associated time duration. These durations are used extensively in preparing a schedule. All formal scheduling procedures rely upon estimates of the durations of the various project activities as well as the definitions of the predecessor relationships among tasks. The variability of an activity's duration may also be considered. Formally, the probability distribution of an activity's duration as well as the expected or most likely duration may be used in scheduling. A probability distribution indicates the chance that a particular activity duration will occur INFO SOBRE TIEMPOS POR CADA ACTIVIDAD |
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V. CALCULO Y DEFINICION DE RECURSOS NECESARIOS PARA DESARROLLAR EL PROYECTO - PLANIFICACION GRUPPO GUIDO |
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DEFINICION DE RECURSOS PARA EL PROYECTO The resource requirements are usually "estimated for each activity", the total resources required for the project are the sum of the resources required for the various activities. By making resource requirement estimates for each activity, the requirements for particular resources during the course of the project can be identified. Potential "bottlenecks" can thus be identified, and schedule, resource allocation or technology changes made to avoid problems. The initial phase in estimating resource requirements is to decide the extent and number of resources that might be defined. At a very aggregate level, resources categories might be limited to the amount of labor (measured in man-hours or in Euro), the amount of materials required for an activity, and the total cost of the activity. At this aggregate level, the resource estimates may be useful for purposes of project monitoring and cash flow planning. INFO SOBRE CALCULOS Y ESTIMADOS |
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VI. DEFINICION DE CODIGOS UNIVERSALES PARA EL PROYECTO - PLANIFICACION GRUPPO GUIDO |
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SISTEMA DE CODIGOS DEL GRUPPO GUIDO we define and use a universal coding system to identify activities. Each activity defined for a project would be identified by a pre-defined code specific to that activity. We use a common nomenclature motivated by the desire for better integration of organizational efforts and improved information flow. In particular, coding systems are adopted to provide a numbering system to replace verbal descriptions of items. These codes reduce the length or complexity of the information to be recorded. A common coding system within an organization also aids consistency in definitions and categories between projects and among the various parties involved in a project. Common coding systems also aid in the retrieval of historical records of cost, productivity and duration on particular activities INFO SOBRE PARAMETROS UNIVERSALES |
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VII. PROBLEMAS Y SOLUCIONES DE CADA PROYECTO - PLANIFICACION GRUPPO GUIDO |
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PROBLEMAS Y SOLUCIONES QUE SE PRESENTAN EN CADA PROYECTO. According to the planning results of each project the Gruppo Guido develops an alternative work breakdown for the activities defined as Potentially "bottlenecks", considering an extreme (very humidity, hot and freezing condition) weather for each construction phase and structure built. After that we develop a work breakdown for this structure, precedence relationships, and estimate the required resources www.italianconstructionengineering.com |
| "SUPERVISAMOS CADA PROYECTO" | "CONSTRUCCION Y PLANEAMIENTO" | "ACABADOS Y CONTROL DE MATERIALES" |
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| CONTRATISTAS DISEÑO PUENTES | DISEÑO DE MEZCLAS DE CONCRETO | SUPERVISION Y CONTROLES | DISEÑO Y CONSTRUCCION DE DIGAS |
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Nuestro trabajo: El Gruppo Guido es una empresa de construccion contratista de ingenieria civil, diseño y supervision de construccion de edificios, aeropuertos, tuneles, digas, puentes, carreteras construction de obras urbanas. Tradicion y estilo Italiano ingenieros de construccion civil italianos, aeropuertos urbanos, construccion de obras y puentes, control y supervision de materiales de construccion, planeamiento de proyectos de construccions, construccion control y proyectacion de la mezcla del concreto. Ingenieria con estilo Italiano en cada proyecto desde el material, diseño, planeamiento y ejecucion de las obras. Construccion Made in Italy para California, Texas, New York, Florida, New Mexico, Illinois, Atlanta en Estados Unidos, Canada, Australia, Japon, China, Korea, Australia, Chile, España Madrid, Barcelona, Valencia, Argentina, Brazil, Uruguay, Colombia, Ecuador, Perù, Belgium, Arabia Saudita, Oman, Dubai, China, Tailandia, Japon, Australia, Austria, Finlandia, Alemania, Francia, Inglaterra, Kuwait, Arabia Saudita, Dubai, Oman, UAE, Brazil, Mexico, Chile, Uruguay, Venezuela, Peru, Ecuador, Panama, Costa Rica, Estados Unidos, Japon, Inglaterra, Rusia, Escocia, Italia, Irlanda, Noruega, Rusia, España Madrid, Barcelona, Sevilla, Australia, China, Belgica, Arabia Saudita, Estados Unidos California, Florida, Texas, Nueva York, San Francisco, Los Angeles, España en Madrid, Barcelona, Valencia... como contratistas de Ingenieria Civil |
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WBN & GRUPPO GUIDO S.R.L. "EMPRESA ITALIANA DE DISEÑO E INGENIERIA DE LA CONSTRUCCION" |
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Via
Cavour 120 - 52100 Arezzo, Arezzo ITALY |
Via
Castrignano, 25 - 73048 Nardò, (LE) ITALY |
Via Giovanni Bosco 18, 00040 Grottaferrata (ROMA) |
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Copyright (c) 2008 Gruppo Guido s.r.l., All Rights Worldwide Fully Reserved. |