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  <titleInfo>
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    <title>model to estimate highway construction costs in Nepal</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sthapit, Naresh</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Mori, Hiroshi</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Yordphol Tanaboriboon</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Fukuda, Atsushi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>DAAD (Federal Republic of Germany)</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
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    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1991</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>99 p.</extent>
  </physicalDescription>
  <abstract>In a developing country like Nepal, where in most cases the  projects are externally financed, there is still the overiding  tendency to overemphasise the minimisation of construction costs  in a highway project. But the cost estimates to be used at the  earlier stage of design, where only a limited data will be  available for analysis, have usually been based on lump sum unit  costs derived from historic data on similar schemes, which often  may not give a satisfactory result.  A generalised model is hence analysed which could be used  for any part of the country in any topographical conditions to  estimate the construction cost for a highway project at the route  location stage with the constraints of Nepal Road Standards and  current practice. The model basically consists of three parts for  the estimation of earthwork cost, retaining wall cost and the  bridge cost respectively. Each part of the model is independent  to each other and hence can also be used independently.  The basic input data required is the general topographical  information of the area concerned in terms of topographical  contoured maps. The model assumes a predetermined horizontal  alignment and the centre line profile of the ground surf ace has  to be prepared at around 1:10000 horizontal and 1:2000 vertical  scale.  The results obtained were satisfactory and hence can be used  to estimate the parameters successfully. The estimate tested was  well within the accuracy desired at the earlier stage of design  and the statistical test on the accuracy of the mode l shows a  satisfactory result.</abstract>
  <note>A Thesis Submitted in Partial Fulfillment of the Requirements for  the Degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1991</note>
  <subject authority="lcsh">
    <topic>Road construction</topic>
    <topic>Economic aspects</topic>
    <topic>Nepal</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. GT-90-19</title>
    </titleInfo>
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      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B17554</identifier>
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