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Analiza poteka izvedbe projekta vzdrževalnih cestnih priključkov
ID Kastelic, Matic (Author), ID Srdić, Aleksander (Mentor) More about this mentor... This link opens in a new window

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MD5: 88398E055E68D2872EB630618B5AB3D2
PID: 20.500.12556/rul/857ea131-6afd-4af0-9044-8c585349dfdc

Abstract
Vsaka stavba oz. vsak projekt, ki se gradi v današnjem času, strmi k čim hitrejši izvedbi in pa čim nižji ceni investicije. Zato se zaradi velikega obsega in pa velike intenzivnosti del med samo gradnjo srečujemo z številnimi problemi. Da to teh problemov nebi prihajalo se v današnjem času številna podjetja odločajo za predhodne terminske plane, na podlagi katerih dobijo približno trajanje posamezne dejavnosti. V diplomski nalogi tako obravnavam projekt katerega je eden izmed glavnih problemov tudi časovno odstopanje posameznih dejavnosti. Za obravnavanje in analizo tega problema sem si pomagal z programsko opremo Microsoft Project. Ta program nam omogoča načrtovanje trajanja posameznih projektov. S pomočjo tega programa sem obravnaval in razložil vse časovne zamike, ko so se pojavili na obravnavanem projektu. Poleg časovnih zamikov oz. zamud je v gradbeni praksi aktualno tudi odstopanje pri končnih cenah projekta. Te so v veliki meri odvisne od tako imenovanih gradbenih presenečanj oz. dodatnih del, ki se ugotovijo in dodajo med samo gradnjo projekta. Razliko, ki se je pojavila zaradi cene pa sem primerjal na podlagi pogodbenega predračuna ter pridobljene knjige obračunskih izmer. Naredil sem Excel-ov dokument, v katerega sem unesel vse potrebne podatke, da sem lahko potem izračunal omenjena odstopanja. Projektantski predračun, pri takšni analizi oz. primerjavi cen ne igra nobene vloge, kajti to je le ocena projekta s strani projektanta.

Language:Unknown
Keywords:cestni priključki, analiza, terminski plan, časovno odstopanje
Work type:Bachelor thesis/paper
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2015
PID:20.500.12556/RUL-73486 This link opens in a new window
COBISS.SI-ID:7319393 This link opens in a new window
Publication date in RUL:21.11.2015
Views:3010
Downloads:535
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Secondary language

Language:Unknown
Title:The analysis of the construction of the road service junctions
Abstract:
Each building or each project that is constructed nowadays is planned to be built as fast and cheap as possible. A large extent and considerable intensiveness of works bring about many problems during construction. In order to avoid them, numerous companies opt for preliminary project schedules that provide them with approximate duration of individual activities. One of the main problems of a project, which I analyse in my thesis, is time discrepancies of individual activities. I analysed this problem with the program Microsoft Project. This program enables planning of individual projects' duration. Using the program, I analysed and explained all time delays that had occurred during the analysed project. In addition to time delays, discrepancies in final prices of projects are also a frequent occurrence in the construction sector. These discrepancies mostly depend on “construction surprises” or additional works that become necessary and are added during the building phase. The price difference was compared on the basis of a contractual quotation and a book of account dimensions. I made an Excel file into which I entered all the data necessary for a subsequent calculation of the above-mentioned discrepancies. A project quotation for this type of analysis or price comparison is irrelevant as it is a mere project evaluation by designer.

Keywords:Junctions, analysis, project schedule, time discrepancy

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