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    Model to Estimate Highway Earthwork Cost in Nepal

    Source: Journal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Naresh Sthapit
    ,
    Hiroshi Mori
    DOI: 10.1061/(ASCE)0733-947X(1994)120:3(498)
    Publisher: American Society of Civil Engineers
    Abstract: In a developing country like Nepal, where in most cases projects are externally financed, the minimization of construction costs is the most important factor in a highway project. But the cost estimates to be used at the earliest stage of design, where only a limited data are available in primitive conditions, have usually been based on lump-sum costs derived from historic data that have to be transformed before they can be used satisfactorily. An equation to estimate the earthwork cost in a highway project in Nepal was hence analyzed, and it could be used for the cases in Nepal at the route location stage. The basic input data required were the general topographical information of the area concerned in terms of topographical contoured maps and the possible horizontal alignments. The results obtained from the equation were satisfactory for estimating the earthwork cost.
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      Model to Estimate Highway Earthwork Cost in Nepal

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/36784
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorNaresh Sthapit
    contributor authorHiroshi Mori
    date accessioned2017-05-08T21:03:04Z
    date available2017-05-08T21:03:04Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-947x%281994%29120%3A3%28498%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36784
    description abstractIn a developing country like Nepal, where in most cases projects are externally financed, the minimization of construction costs is the most important factor in a highway project. But the cost estimates to be used at the earliest stage of design, where only a limited data are available in primitive conditions, have usually been based on lump-sum costs derived from historic data that have to be transformed before they can be used satisfactorily. An equation to estimate the earthwork cost in a highway project in Nepal was hence analyzed, and it could be used for the cases in Nepal at the route location stage. The basic input data required were the general topographical information of the area concerned in terms of topographical contoured maps and the possible horizontal alignments. The results obtained from the equation were satisfactory for estimating the earthwork cost.
    publisherAmerican Society of Civil Engineers
    titleModel to Estimate Highway Earthwork Cost in Nepal
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1994)120:3(498)
    treeJournal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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