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題名 工程現場情況差異之研究—國際工程司法實務與我國之比較
A Study on Differing Site Conditions - A Comparison with International Jurisdiction on Construction Project作者 彭馳
Peng, Chih貢獻者 顏玉明
彭馳
Peng, Chih關鍵詞 FIDIC
翠皮書
美國聯邦採購規則
異常工地狀況
現場情況差異
地下工程
工程
不可預見之物理條件
不能合理預見
不可預見性
風險分配
GBR
大地工程基線報告
FIDIC
Federal Acquisition Regulation
Differing Site Conditions
Unforeseeable Physical Conditions
Underground Construction
Engineering
Risk Allocation
Reasonably Unforeseeable
Unforeseeability
GBR
Geotechnical Baseline Report日期 2023 上傳時間 6-Jul-2023 16:55:24 (UTC+8) 摘要 工程現場情況差異為營建工程經常面臨之風險。當工程契約當事人合理預期之工地地質、水文地質或地工屬性與實際施工時所遭遇之情形有實質性差異時，即謂遭遇現場情況差異，當事人因此常需支出應對地質風險之額外費用，在地下工程領域尤為明顯。關於地下工程之特性，其所採用之施工方法乃成功完成工程專案之主要因素。施工方法則取決於工地之現場情況、地下物理條件，因為這些大地屬性特徵攸關工程成敗、工期長短及成本高低。然而，工程現場情況之調查技術有其侷限，隱蔽於地下之情況難以完全藉由現場調查掌握，因此經常發生工程設計所預估之現場情況與實際情況有重大差異之情形。地下工程之特性同時顯現其獨特之風險，即工地現場之實際情況與原先預期的情況可能不一樣的風險，稱為「現場情況差異之風險」。因為難以藉由調查完全掌握，地下條件有其不確定性。除了承攬人傾向合理依賴業主所提供之現場情況資訊外，工程等標期之長度也往往不足以進行詳盡之現場調查，甚或有些情況本質上即屬無從於事前被合理預見，因此地下條件通常難以或無法於投標前精確評估。管理現場情況差異風險之做法可藉由提升工程技術將風險降低或排除，當未能降低或排除時，則可藉由風險移轉或風險分配，將該風險歸由合適之一方承擔。為了順利達成工程專案之目的，必須有效地控制現場情況差異風險，若欲有效控制，則應合理地分配現場情況差異風險。對此，工程現場情況差異亦為國際工程行業經常面臨之問題，美國聯邦採購規則允許工程承攬人於遭遇特定類型之異常工地狀況時得獲得費用或工期之補償，亦即風險由業主承擔，美國司法實務亦對於請求現場情況差異所生額外費用之要件及爭點累積有豐富案例判決；2019年國際顧問工程師聯合會新推出專用於地下工程之FIDIC翠皮書於風險分配之概念及結果上與美國工程司法實務之作法趨近，可認為二者對於工程現場情況差異之風險分配作法已體現出國際工程慣例之當前經驗及最佳作法，應可作為合理分配現場情況差異風險之借鏡。因此，「國際工程慣例如何合理分配現場情況差異風險？」以及「國外合理分配該風險之作法引入我國之可能性？」即成為本研究之研究問題。研究結論歸納總結，國際工程慣例將工程現場情況差異之風險於二種類型下歸由業主承擔，即承攬人所遭遇之現場情況與工程契約所指述者有實質性差異之情形，以及承攬人所遭遇者為未知且不尋常，並與工程慣例所承認相同類型工作所將遭遇之現場情況有實質性差異之情形。此外，對於工程現場情況差異索賠常見之爭點，參照美國司法實務之見解，工程契約對現場情況之指示包含明示與默示、承攬人進行現場勘查之程度要求乃於合理可行之情況下合理謹慎之承攬人標準、業主對其所提供或引述之現場情況資訊之準確性、充分性之免責聲明應具體明確、承攬人對於契約文件之依賴應在合理範圍內、承攬人負有遭遇異常工地狀況時之通知義務，以及實質性差異與不能合理預見之判斷應取決工程慣例。而當承攬人未能依據工程契約之現場情況差異條款請求額外費用時，美國司法實務尚承認其他可供主張之請求權基礎，與現場情況差異條款合理分配地質風險之目的相同。美國工程、司法實務與FIDIC翠皮書對於合理分配現場情況差異風險所體現之國際工程慣例最佳作法，研究結果表明皆有可能引入我國司法實務，不論是法院對於工程契約之解釋方法得考量工程慣例與當事人可合理預見之工作範圍、以FIDIC翠皮書條款填補工程契約之漏洞，或是藉由民法情事變更原則之解釋適用、類推適用、法理適用於工程現場情況差異，國內相關學說與法規範皆已提供可行之途徑，為將國際工程司法實務處理工程現場情況差異之作法引入我國司法實務提供法律上、契約解釋、學理上或法理上之基礎。
Differing Site Conditions pose significant risks in construction projects. When the actual conditions encountered during construction differ materially from the reasonable expectations of site geology, hydrogeology, or geotechnical properties specified in the contract, it is considered as encountering Differing Site Conditions. Parties involved often incur additional costs to address the risks associated with geological uncertainties, particularly in underground construction projects. The success of such projects heavily relies on the chosen construction methods, which are determined by site conditions and subsurface physical characteristics. However, site investigation techniques have limitations, making it challenging to fully grasp the latent or concealed conditions. As a result, material differences often arise between the anticipated site conditions and the actual conditions encountered, leading to Differing Site Conditions. The underground nature of these projects further accentuates the unique risk of encountering unforeseen subsurface conditions. Due to the limitations in fully assessing subsurface conditions, there is inherent uncertainty in underground works. In addition to the contractor`s tendency to reasonably rely on the site condition information provided by the owner, the duration of project bidding phase is often insufficient to conduct thorough site investigations. In some cases, these conditions are essentially unforeseeable beforehand. Therefore, underground conditions are usually difficult or impossible to accurately assess before the bidding stage. Managing the risk of differing site conditions involves reducing or eliminating the risk through improved engineering techniques. When risk reduction or elimination is not feasible, risk transfer or allocation can be employed to assign the risk to the appropriate party.Efficient control of the risk of Differing Site Conditions is crucial for successful project outcomes, and achieving this control requires a reasonable allocation of the risk. The issue is prevalent in the international engineering industry as well. In the United States, Federal Acquisition Regulation allows contractors to be compensated for time and cost when encountering certain types of differing site conditions. The US judicial system has also developed extensive case law regarding additional cost claims arising from differing site conditions. In 2019, the International Federation of Consulting Engineers (FIDIC) introduced the FIDIC Emerald Book specifically for underground engineering, aligning its concepts and outcomes of risk allocation with US engineering jurisprudence. Both the US practices and the FIDIC Conditions embody the current international engineering practices and best practices for the reasonable allocation of the risk of differing site conditions. Therefore, "How are differing site conditions reasonably allocated according to international engineering practices?" and "What is the possibility of introducing foreign approaches to the reasonable allocation of this risk in our country?" become the research questions for this study.The research findings indicate that international engineering practices allocate the risk of differing site conditions to the owner in two types of situations: when the actual conditions are materially different from those included in the contract documents (Type I) or from those reasonably expected by the project team given the type of work performed on site (Type II). Furthermore, with reference to US engineering jurisprudence, common points of dispute in claims for differing site conditions include explicit and implicit instructions in the engineering contract regarding site conditions, the extent of site investigation required from the contractor under reasonable and diligent standards. The disclaimers of liability of the accuracy and adequacy of the site condition information provided or referred to by the owner should be specific and clear. The contractor`s reliance on the contract documents should be within a reasonable range. The contractor`s duty to notify when encountering differing site conditions, and the determination of material differences and unforeseeability, which should be based on engineering standards. In cases where the contractor is unable to claim additional costs under the differing site conditions clauses of the construction contract, US engineering jurisprudence recognizes other bases for claims that serve the same purpose of reasonably allocating the ground risk.The best practices reflected in US engineering and legal practices, as well as the FIDIC Emerald Book, for the reasonable allocation of the risk of differing site conditions in international engineering customs, have the potential to be introduced into our country`s legal practices. Whether considering the interpretation methods of construction contracts by courts, taking into account engineering customs and the reasonable foreseeability of work scope by the parties involved, filling gaps in engineering contracts using provisions from the FIDIC Emerald Book, or application of the Doctrine of Changed Circumstances, or by analogy, legal theory to differing site conditions, feasible approaches have already been provided in domestic scholarly discourse and legal norms. These approaches serve as a legal, contractual interpretation, academic, or theoretical basis for introducing the practices of international engineering jurisprudence on differing site conditions into our country`s legal practices.參考文獻 參考文獻一、中文（一）專書1.王伯儉，工程契約法律實務，二版，元照，2008年10月。2.王澤鑑，債法原理，增訂三版，2012年3月。3.李家慶，蕭偉松，統包契約相關法律問題之探討，工程與法律的對話，修訂三版，三民，2016年8月。4.美國顧問工程師協會，美國Parsons Brinckrhoff公司，設計施工（統包）計畫執行手冊，鍾志明譯，科技圖書，2005年3月。5.邱聰智著/姚志明修訂，債編通則下，新訂二版，華泰文化，2014年3月。6.林誠二，債法總論新解－體系化解說下，瑞興圖書，2010年3月。7.孫森焱，民法債編總論下，2020年4月。8.陳自強，違約責任與契約解消，元照，2018年10月。9.陳勇強，呂文學，張水波，FIDIC 2017版系列合同條件解析，中國建築工業出版社，2019年4月。10.陳秋華，統包工程常見爭議，工程法律實務研析（三），元照，2007年7月。11.劉春堂，民法債編通則（上），2021 年10 月。12.蕭偉松，現場情況差異爭議問題之探討，工程與法律的對話，修訂三版，三民，2016年。（二）學位論文1.呂一峰，從業主主控保險之角度分析台灣工程保險之研究，國立臺灣大學土木工程學研究所博士論文，2010年1月。2.邱靖貽，公共工程展延工期之分析與研究—以異常工地案例為中心，國立臺灣大學工學院土木工程學系碩士論文，2018年6月。3.林幸頎，自國際規範FIDIC標準契約條款論我國工程保險—以保險責任期間為重心，國立政治大學法律學系碩士論文，2009年。（三）期刊文章1.王祥騮，FIDIC 國際工程契約範本，營建知訊，447期，2020年4月。2.吳從周，情事變更原則在工程契約上的幾個實務問題，月旦法學雜誌，296期，2020年1月。3.黃立，工程承攬契約中情事變更之適用問題，政大法學評論，119期，2011年2月。4.黃立，統包契約與EPC契約解析，月旦法學雜誌，250期，2016年3月。5.陳自強，FIDIC工程契約條款在契約法源之地位，仲裁季刊， 90期，2010年4月。6.陳聰富，意思表示單方錯誤與雙方錯誤，月旦法學雜誌，325期，2022年6月。7.陳錦芳，再談廠商可以因地質差異，向業主請求追加工程款嗎?-我看最高法院106年度台上字第2969號民事判決，技師報，2018年。8.葉啟洲，臺灣民法上之情事變更原則，月旦民商法雜誌，62 期，2018 年12月。9.顏玉明，工程變更（Variation）之探討—以異常地質（Different Site Conditions）為對象，律師雜誌，282期，2003年3月。（四）政府機關刊物與研究報告1.行政院公共工程委員會，統包工程採購契約範本，2022.4.29版本。2.歐來成，工程與法律的對話研討會-雪山隧道工程爭議處理經驗分享：議題三：高風險工程所面臨之投保困難，2011年11月。3.顏玉明，FIDIC 國際工程標準契約與工程採購契約要項相關問題之研究，行政院國家科學委員會專題研究計畫，2010年。4.顏玉明，司法院司法智識庫，民事類承攬爭議—情事變更原則，解析：臺灣高等法院臺南分院民事93上字第16號裁判。網址：https://fjudkm.judicial.gov.tw/index_doc.aspx?par=JPd8TExdd0Vk3rE06c7UKWRo%2f7Juhphq7tBCsEAIpnAQ9e46GlKPtQ%3d%3d（最後瀏覽日：2023年6月5日）（五）法院判決1.最高法院 100 年度台上字第 471 號民事判決2.最高法院106年度台上字第39號民事判決3.最高法院106年度台上字第2969號民事判決4.臺灣高等法院93年度重上字第362號判決5.臺灣高等法院 99 年建上字第 11 號民事判決6.臺灣高等法院104年度建上更(一)字第7號民事判決二、外文（一）專書1.L. Soldo; E. M. Pizzarotti; G. Russo, Preliminary Risk Assessment, Handbook on Tunnels and Underground Works Volume 1(2022).2.M Beutler; E Gentilcore, Model Jury Instructions: Construction Litigation, 2nd Edition(2015).3.Smith, C.; Hancock, Common Sense Construction Law, 4th Edition(2009).4.Thomas J Kelleher; G Scott Walters, Common Sense Construction Law 4th Edition(2009).（二）期刊文章1.Awad S. Hanna F.ASCE; Justin R. Swanson; Diane G. Aoun, Proper Risk Allocation during Construction: Differing Site Conditions, Journal of Legal Affair and Dispute Resolution in Engineering and Construction, 20146(4)(2014).2.Ibrahim Osman, S.M.ASCE1; Hossein Ataei, Ph.D., P.E., F.ASCE2; Abolfazl Seyrfar, S.M.ASCE, Differing Site Conditions: Clarifying Misunderstandings to Reduce Costly Litigation, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 14(2)(2022).3.Ibbs, W., P. Razav, Foreseeability in Construction, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 6(4)(2014).4.JB Kim, Differing Site Conditions: Contrasting the English and US Legal Systems, Construction Law International(Magazine of the IBA International Construction Projects Committee)(2020).5.Thomas, H. R., G. R. Smith, and R. M.. Ponderlick, Resolving contract disputes based on differing-site-conditions clause, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction,118(4)(1992).6.Thomas, H. R., Not finding anything different and not reviewing all documents defeats DSC claim, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 1(1)(2009).7.Thomas, H. R., Some principles applied to DSC claims, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 4(2)(2012).（三）法令與機構刊物1.American Institute of Architect, A201 2017, General Conditions of the Contract for Construction.2.FIDIC Yellow Book 2017.3.FIDIC Emerald Book 2019.4.U.S.A. Federal Acquisition Regulation 52.236-2 Differing Site Conditions（四）法院判決1.Arundel Corp. v. United States, 66 S.Ct. 166, Supreme Court of the United States(1945).2.Bilotta Constr. v. Village of Mamaroneck, 604 N.Y.S.2d 966, 199 A.D.2d 230, Supreme Court, Appellate Division, Second Department, New York(1993).3.Eastern Tunneling Corp., v. Southgate Sanitation District, 487 F.Supp. 109, United States District Court, D. Colorado(1979).4.E. H. Morrill Co. v. State, 423 P.2d 551, 65 Cal.2d 787, Supreme Court of California, In Bank(1967).5.Farnsworth & Chambers Co. v. United States, 346 F.2d 577, United States Court of Claims(1965).6.Foster Constr. C. A. & Williams Bros. Co. v. United States, 435 F.2d 873, United States Court of Claims(1970).7.Groton Bridge Mfg Co. v Alabama & V. Ry Co., 31 So. 739, 80 Miss. 162, Supreme Court of Mississippi(1902).8.Mineral Park Land Co. v. Howard, 172 Cal. 289, Supreme Court of California(1916).9.Metropolitan Sewerage Com. v. R. W. Constr., 72 Wis.2d 365, Supreme Court of Wisconsin(1976).10.McDevitt & Street Co. v. Marriott Corp., 713 F.Supp. 906, United States District Court, E.D. Virginia, Alexandria Division(1989).11.Mojave Enterprises v. United States, 3 Cl.Ct. 353, United States Claims Court(1983).12.Pinkerton & Laws Co. v. Roadway Express, Inc., 650 F.Supp. 1138, United States District Court, N.D. Georgia, Atlanta Division(1986).13.Ray D. Lowder, Inc. v N. C. State Highway Comm`n, 217 S.E.2d 682, 26 N.C.App. 622, Court of Appeals of North Carolina(1975).14.Robert E. McKee, Inc. v. City of Atlanta, 414 F.Supp. 957, United States District Court, N.D. Georgia, Atlanta Division(1976).15.Stenerson v. Kalispell, 629 P.2d 773, 193 Mont. 8, Supreme Court of Montana(1981).16.Stuyvesant Dredging Co. v. United States, 834 F.2d 1576, United States Court of Appeals, Federal Circuit(1987).17.United States v. Spearin, 39 S.Ct. 59, Supreme Court of the United States(1918).18.Umpqua River Navigation Co. v. Crescent City Harbor District, 618 F.2d 588, United States Court of Appeals, 9th Circuit(1980).19.Vann v. United States, 420 F.2d 968, 420 F.2d 968, United States Court of Claims(1970).20.W. H. Lyman, Constr. Co. v. Gurnee, 84 Ill.App.3d 28, Appellate Court of Illinois, Second District(1980).21.Warner Constr. Corp. v. Los Angeles, 2 Cal.3d 285, Supreme Court of California, In Bank(1970).22.Wiechmann Engineers v. State ex rel. Dept. Pub. Wks, 107 Cal.Rptr. 529, 31 Cal.App.3d 741, Court of Appeal, Third District, California(1973). 描述 碩士
國立政治大學
法律科際整合研究所
108652009資料來源 http://thesis.lib.nccu.edu.tw/record/#G0108652009 資料類型 thesis dc.contributor.advisor 顏玉明 zh_TW dc.contributor.author (Authors) 彭馳 zh_TW dc.contributor.author (Authors) Peng, Chih en_US dc.creator (作者) 彭馳 zh_TW dc.creator (作者) Peng, Chih en_US dc.date (日期) 2023 en_US dc.date.accessioned 6-Jul-2023 16:55:24 (UTC+8) - dc.date.available 6-Jul-2023 16:55:24 (UTC+8) - dc.date.issued (上傳時間) 6-Jul-2023 16:55:24 (UTC+8) - dc.identifier (Other Identifiers) G0108652009 en_US dc.identifier.uri (URI) http://nccur.lib.nccu.edu.tw/handle/140.119/145900 - dc.description (描述) 碩士 zh_TW dc.description (描述) 國立政治大學 zh_TW dc.description (描述) 法律科際整合研究所 zh_TW dc.description (描述) 108652009 zh_TW dc.description.abstract (摘要) 工程現場情況差異為營建工程經常面臨之風險。當工程契約當事人合理預期之工地地質、水文地質或地工屬性與實際施工時所遭遇之情形有實質性差異時，即謂遭遇現場情況差異，當事人因此常需支出應對地質風險之額外費用，在地下工程領域尤為明顯。關於地下工程之特性，其所採用之施工方法乃成功完成工程專案之主要因素。施工方法則取決於工地之現場情況、地下物理條件，因為這些大地屬性特徵攸關工程成敗、工期長短及成本高低。然而，工程現場情況之調查技術有其侷限，隱蔽於地下之情況難以完全藉由現場調查掌握，因此經常發生工程設計所預估之現場情況與實際情況有重大差異之情形。地下工程之特性同時顯現其獨特之風險，即工地現場之實際情況與原先預期的情況可能不一樣的風險，稱為「現場情況差異之風險」。因為難以藉由調查完全掌握，地下條件有其不確定性。除了承攬人傾向合理依賴業主所提供之現場情況資訊外，工程等標期之長度也往往不足以進行詳盡之現場調查，甚或有些情況本質上即屬無從於事前被合理預見，因此地下條件通常難以或無法於投標前精確評估。管理現場情況差異風險之做法可藉由提升工程技術將風險降低或排除，當未能降低或排除時，則可藉由風險移轉或風險分配，將該風險歸由合適之一方承擔。為了順利達成工程專案之目的，必須有效地控制現場情況差異風險，若欲有效控制，則應合理地分配現場情況差異風險。對此，工程現場情況差異亦為國際工程行業經常面臨之問題，美國聯邦採購規則允許工程承攬人於遭遇特定類型之異常工地狀況時得獲得費用或工期之補償，亦即風險由業主承擔，美國司法實務亦對於請求現場情況差異所生額外費用之要件及爭點累積有豐富案例判決；2019年國際顧問工程師聯合會新推出專用於地下工程之FIDIC翠皮書於風險分配之概念及結果上與美國工程司法實務之作法趨近，可認為二者對於工程現場情況差異之風險分配作法已體現出國際工程慣例之當前經驗及最佳作法，應可作為合理分配現場情況差異風險之借鏡。因此，「國際工程慣例如何合理分配現場情況差異風險？」以及「國外合理分配該風險之作法引入我國之可能性？」即成為本研究之研究問題。研究結論歸納總結，國際工程慣例將工程現場情況差異之風險於二種類型下歸由業主承擔，即承攬人所遭遇之現場情況與工程契約所指述者有實質性差異之情形，以及承攬人所遭遇者為未知且不尋常，並與工程慣例所承認相同類型工作所將遭遇之現場情況有實質性差異之情形。此外，對於工程現場情況差異索賠常見之爭點，參照美國司法實務之見解，工程契約對現場情況之指示包含明示與默示、承攬人進行現場勘查之程度要求乃於合理可行之情況下合理謹慎之承攬人標準、業主對其所提供或引述之現場情況資訊之準確性、充分性之免責聲明應具體明確、承攬人對於契約文件之依賴應在合理範圍內、承攬人負有遭遇異常工地狀況時之通知義務，以及實質性差異與不能合理預見之判斷應取決工程慣例。而當承攬人未能依據工程契約之現場情況差異條款請求額外費用時，美國司法實務尚承認其他可供主張之請求權基礎，與現場情況差異條款合理分配地質風險之目的相同。美國工程、司法實務與FIDIC翠皮書對於合理分配現場情況差異風險所體現之國際工程慣例最佳作法，研究結果表明皆有可能引入我國司法實務，不論是法院對於工程契約之解釋方法得考量工程慣例與當事人可合理預見之工作範圍、以FIDIC翠皮書條款填補工程契約之漏洞，或是藉由民法情事變更原則之解釋適用、類推適用、法理適用於工程現場情況差異，國內相關學說與法規範皆已提供可行之途徑，為將國際工程司法實務處理工程現場情況差異之作法引入我國司法實務提供法律上、契約解釋、學理上或法理上之基礎。 zh_TW dc.description.abstract (摘要) Differing Site Conditions pose significant risks in construction projects. When the actual conditions encountered during construction differ materially from the reasonable expectations of site geology, hydrogeology, or geotechnical properties specified in the contract, it is considered as encountering Differing Site Conditions. Parties involved often incur additional costs to address the risks associated with geological uncertainties, particularly in underground construction projects. The success of such projects heavily relies on the chosen construction methods, which are determined by site conditions and subsurface physical characteristics. However, site investigation techniques have limitations, making it challenging to fully grasp the latent or concealed conditions. As a result, material differences often arise between the anticipated site conditions and the actual conditions encountered, leading to Differing Site Conditions. The underground nature of these projects further accentuates the unique risk of encountering unforeseen subsurface conditions. Due to the limitations in fully assessing subsurface conditions, there is inherent uncertainty in underground works. In addition to the contractor`s tendency to reasonably rely on the site condition information provided by the owner, the duration of project bidding phase is often insufficient to conduct thorough site investigations. In some cases, these conditions are essentially unforeseeable beforehand. Therefore, underground conditions are usually difficult or impossible to accurately assess before the bidding stage. Managing the risk of differing site conditions involves reducing or eliminating the risk through improved engineering techniques. When risk reduction or elimination is not feasible, risk transfer or allocation can be employed to assign the risk to the appropriate party.Efficient control of the risk of Differing Site Conditions is crucial for successful project outcomes, and achieving this control requires a reasonable allocation of the risk. The issue is prevalent in the international engineering industry as well. In the United States, Federal Acquisition Regulation allows contractors to be compensated for time and cost when encountering certain types of differing site conditions. The US judicial system has also developed extensive case law regarding additional cost claims arising from differing site conditions. In 2019, the International Federation of Consulting Engineers (FIDIC) introduced the FIDIC Emerald Book specifically for underground engineering, aligning its concepts and outcomes of risk allocation with US engineering jurisprudence. Both the US practices and the FIDIC Conditions embody the current international engineering practices and best practices for the reasonable allocation of the risk of differing site conditions. Therefore, "How are differing site conditions reasonably allocated according to international engineering practices?" and "What is the possibility of introducing foreign approaches to the reasonable allocation of this risk in our country?" become the research questions for this study.The research findings indicate that international engineering practices allocate the risk of differing site conditions to the owner in two types of situations: when the actual conditions are materially different from those included in the contract documents (Type I) or from those reasonably expected by the project team given the type of work performed on site (Type II). Furthermore, with reference to US engineering jurisprudence, common points of dispute in claims for differing site conditions include explicit and implicit instructions in the engineering contract regarding site conditions, the extent of site investigation required from the contractor under reasonable and diligent standards. The disclaimers of liability of the accuracy and adequacy of the site condition information provided or referred to by the owner should be specific and clear. The contractor`s reliance on the contract documents should be within a reasonable range. The contractor`s duty to notify when encountering differing site conditions, and the determination of material differences and unforeseeability, which should be based on engineering standards. In cases where the contractor is unable to claim additional costs under the differing site conditions clauses of the construction contract, US engineering jurisprudence recognizes other bases for claims that serve the same purpose of reasonably allocating the ground risk.The best practices reflected in US engineering and legal practices, as well as the FIDIC Emerald Book, for the reasonable allocation of the risk of differing site conditions in international engineering customs, have the potential to be introduced into our country`s legal practices. Whether considering the interpretation methods of construction contracts by courts, taking into account engineering customs and the reasonable foreseeability of work scope by the parties involved, filling gaps in engineering contracts using provisions from the FIDIC Emerald Book, or application of the Doctrine of Changed Circumstances, or by analogy, legal theory to differing site conditions, feasible approaches have already been provided in domestic scholarly discourse and legal norms. These approaches serve as a legal, contractual interpretation, academic, or theoretical basis for introducing the practices of international engineering jurisprudence on differing site conditions into our country`s legal practices. en_US dc.description.tableofcontents 目錄第一章、緒論 12第一節、研究動機與目的 12第二節、文獻回顧 14第三節、研究範圍 15第四節、研究架構 16第二章、現場情況差異之國外觀點 18第一節、美國法之現場情況差異概念 19第一項、現場情況差異之定義 20第二項、現場情況差異條款之必要 20第三項、現場情況差異風險於美國法上之預設分配 21第四項、現場情況差異條款 22第五項、標準工程契約範本中之風險分配 26第六項、有經驗之承攬人之標準 27第七項、現場勘查義務或現場調查義務 27第二節、FIDIC黃皮書 28第一項、定作人提供地質資料之義務 30第二項、承攬人設計施工之基礎 30第三項、不能預見之物理條件 31第三節、FIDIC翠皮書 33第一項、定作人提供GBR之義務 34第二項、承攬人設計施工之基礎以GBR為基礎 35第三項、現場情況差異以GBR作為不能預見之基準 36第三章、現場情況差異於我國之情事變更原則 38第一節、通常事變 38第二節、現場情況差異是否適用情事變更原則 40第三節、現場情況差異是否考量主觀面向 45第四節、小結 47第四章、現場情況差異於我國之統包契約範本 52第一節、統包契約範本之規定 52第一項、統包範本性質以DB為主EPC為輔 53第二項、機關提供地質資料之義務 58第三項、廠商設計施工之基礎 60第四項、現場情況差異之類型 61第二節、與不可抗力有無區分 62第三節、是否考量不能合理預見之情況 64第四節、適用上之限制 64第五節、是否得以FIDIC契約條款填補契約漏洞 65第六節、營造綜合保險 67第一項、營造綜合保險處理現場情況差異 68第二項、對價平衡下之保險費與自負額 68第三項、遭遇現場情況差異之通知義務 70第四項、現場情況差異所生額外費用之理賠 71第七節、小結 73第五章、工程之合理風險分配—以美國司法實務為例 74第一節、美國法下由承攬人承擔現場情況差異風險 75第二節、發展出現場情況差異條款供承攬人據此獲得補償 78第一項、依據現場情況差異條款索賠 79第二項、工程契約之明示與默示 81第三節、承攬人勘查現場之義務 84第四節、業主之免責聲明 90第五節、實質性差異與不能合理預見 93第六節、承攬人合理依賴契約文件 96第七節、承攬人之通知義務 101第八節、現場情況差異之其他請求權基礎 102第一項、業主之揭露責任（Duty to Disclose） 102第二項、共同錯誤（Mutual Mistake） 105第三項、不實陳述（Misrepresentation） 106第四項、違反默示擔保（Breach of Implied Warranty） 109第五項、無可能性（Impossibility） 112第九節、無現場情況差異條款下業主免責條款之效果 113第十節、小結 118第六章、結論 121第一節、美國與FIDIC翠皮書將現場情況差異區分為二種類型 121第二節、工程現場情況差異之常見爭點 122第三節、現場情況差異有適用民法情事變更原則之可能 123第四節、得以FIDIC翠皮書填補統包範本之契約漏洞 124第五節、美國實務之經驗可供我國參考 125參考文獻 129 zh_TW dc.format.extent 3194142 bytes - dc.format.mimetype application/pdf - dc.source.uri (資料來源) http://thesis.lib.nccu.edu.tw/record/#G0108652009 en_US dc.subject (關鍵詞) FIDIC zh_TW dc.subject (關鍵詞) 翠皮書 zh_TW dc.subject (關鍵詞) 美國聯邦採購規則 zh_TW dc.subject (關鍵詞) 異常工地狀況 zh_TW dc.subject (關鍵詞) 現場情況差異 zh_TW dc.subject (關鍵詞) 地下工程 zh_TW dc.subject (關鍵詞) 工程 zh_TW dc.subject (關鍵詞) 不可預見之物理條件 zh_TW dc.subject (關鍵詞) 不能合理預見 zh_TW dc.subject (關鍵詞) 不可預見性 zh_TW dc.subject (關鍵詞) 風險分配 zh_TW dc.subject (關鍵詞) GBR zh_TW dc.subject (關鍵詞) 大地工程基線報告 zh_TW dc.subject (關鍵詞) FIDIC en_US dc.subject (關鍵詞) Federal Acquisition Regulation en_US dc.subject (關鍵詞) Differing Site Conditions en_US dc.subject (關鍵詞) Unforeseeable Physical Conditions en_US dc.subject (關鍵詞) Underground Construction en_US dc.subject (關鍵詞) Engineering en_US dc.subject (關鍵詞) Risk Allocation en_US dc.subject (關鍵詞) Reasonably Unforeseeable en_US dc.subject (關鍵詞) Unforeseeability en_US dc.subject (關鍵詞) GBR en_US dc.subject (關鍵詞) Geotechnical Baseline Report en_US dc.title (題名) 工程現場情況差異之研究—國際工程司法實務與我國之比較 zh_TW dc.title (題名) A Study on Differing Site Conditions - A Comparison with International Jurisdiction on Construction Project en_US dc.type (資料類型) thesis en_US dc.relation.reference (參考文獻) 參考文獻一、中文（一）專書1.王伯儉，工程契約法律實務，二版，元照，2008年10月。2.王澤鑑，債法原理，增訂三版，2012年3月。3.李家慶，蕭偉松，統包契約相關法律問題之探討，工程與法律的對話，修訂三版，三民，2016年8月。4.美國顧問工程師協會，美國Parsons Brinckrhoff公司，設計施工（統包）計畫執行手冊，鍾志明譯，科技圖書，2005年3月。5.邱聰智著/姚志明修訂，債編通則下，新訂二版，華泰文化，2014年3月。6.林誠二，債法總論新解－體系化解說下，瑞興圖書，2010年3月。7.孫森焱，民法債編總論下，2020年4月。8.陳自強，違約責任與契約解消，元照，2018年10月。9.陳勇強，呂文學，張水波，FIDIC 2017版系列合同條件解析，中國建築工業出版社，2019年4月。10.陳秋華，統包工程常見爭議，工程法律實務研析（三），元照，2007年7月。11.劉春堂，民法債編通則（上），2021 年10 月。12.蕭偉松，現場情況差異爭議問題之探討，工程與法律的對話，修訂三版，三民，2016年。（二）學位論文1.呂一峰，從業主主控保險之角度分析台灣工程保險之研究，國立臺灣大學土木工程學研究所博士論文，2010年1月。2.邱靖貽，公共工程展延工期之分析與研究—以異常工地案例為中心，國立臺灣大學工學院土木工程學系碩士論文，2018年6月。3.林幸頎，自國際規範FIDIC標準契約條款論我國工程保險—以保險責任期間為重心，國立政治大學法律學系碩士論文，2009年。（三）期刊文章1.王祥騮，FIDIC 國際工程契約範本，營建知訊，447期，2020年4月。2.吳從周，情事變更原則在工程契約上的幾個實務問題，月旦法學雜誌，296期，2020年1月。3.黃立，工程承攬契約中情事變更之適用問題，政大法學評論，119期，2011年2月。4.黃立，統包契約與EPC契約解析，月旦法學雜誌，250期，2016年3月。5.陳自強，FIDIC工程契約條款在契約法源之地位，仲裁季刊， 90期，2010年4月。6.陳聰富，意思表示單方錯誤與雙方錯誤，月旦法學雜誌，325期，2022年6月。7.陳錦芳，再談廠商可以因地質差異，向業主請求追加工程款嗎?-我看最高法院106年度台上字第2969號民事判決，技師報，2018年。8.葉啟洲，臺灣民法上之情事變更原則，月旦民商法雜誌，62 期，2018 年12月。9.顏玉明，工程變更（Variation）之探討—以異常地質（Different Site Conditions）為對象，律師雜誌，282期，2003年3月。（四）政府機關刊物與研究報告1.行政院公共工程委員會，統包工程採購契約範本，2022.4.29版本。2.歐來成，工程與法律的對話研討會-雪山隧道工程爭議處理經驗分享：議題三：高風險工程所面臨之投保困難，2011年11月。3.顏玉明，FIDIC 國際工程標準契約與工程採購契約要項相關問題之研究，行政院國家科學委員會專題研究計畫，2010年。4.顏玉明，司法院司法智識庫，民事類承攬爭議—情事變更原則，解析：臺灣高等法院臺南分院民事93上字第16號裁判。網址：https://fjudkm.judicial.gov.tw/index_doc.aspx?par=JPd8TExdd0Vk3rE06c7UKWRo%2f7Juhphq7tBCsEAIpnAQ9e46GlKPtQ%3d%3d（最後瀏覽日：2023年6月5日）（五）法院判決1.最高法院 100 年度台上字第 471 號民事判決2.最高法院106年度台上字第39號民事判決3.最高法院106年度台上字第2969號民事判決4.臺灣高等法院93年度重上字第362號判決5.臺灣高等法院 99 年建上字第 11 號民事判決6.臺灣高等法院104年度建上更(一)字第7號民事判決二、外文（一）專書1.L. Soldo; E. M. Pizzarotti; G. Russo, Preliminary Risk Assessment, Handbook on Tunnels and Underground Works Volume 1(2022).2.M Beutler; E Gentilcore, Model Jury Instructions: Construction Litigation, 2nd Edition(2015).3.Smith, C.; Hancock, Common Sense Construction Law, 4th Edition(2009).4.Thomas J Kelleher; G Scott Walters, Common Sense Construction Law 4th Edition(2009).（二）期刊文章1.Awad S. Hanna F.ASCE; Justin R. Swanson; Diane G. Aoun, Proper Risk Allocation during Construction: Differing Site Conditions, Journal of Legal Affair and Dispute Resolution in Engineering and Construction, 20146(4)(2014).2.Ibrahim Osman, S.M.ASCE1; Hossein Ataei, Ph.D., P.E., F.ASCE2; Abolfazl Seyrfar, S.M.ASCE, Differing Site Conditions: Clarifying Misunderstandings to Reduce Costly Litigation, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 14(2)(2022).3.Ibbs, W., P. Razav, Foreseeability in Construction, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 6(4)(2014).4.JB Kim, Differing Site Conditions: Contrasting the English and US Legal Systems, Construction Law International(Magazine of the IBA International Construction Projects Committee)(2020).5.Thomas, H. R., G. R. Smith, and R. M.. Ponderlick, Resolving contract disputes based on differing-site-conditions clause, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction,118(4)(1992).6.Thomas, H. R., Not finding anything different and not reviewing all documents defeats DSC claim, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 1(1)(2009).7.Thomas, H. R., Some principles applied to DSC claims, ASCE Journal of Legal Affair and Dispute Resolution of Engineering and Construction, 4(2)(2012).（三）法令與機構刊物1.American Institute of Architect, A201 2017, General Conditions of the Contract for Construction.2.FIDIC Yellow Book 2017.3.FIDIC Emerald Book 2019.4.U.S.A. Federal Acquisition Regulation 52.236-2 Differing Site Conditions（四）法院判決1.Arundel Corp. v. United States, 66 S.Ct. 166, Supreme Court of the United States(1945).2.Bilotta Constr. v. Village of Mamaroneck, 604 N.Y.S.2d 966, 199 A.D.2d 230, Supreme Court, Appellate Division, Second Department, New York(1993).3.Eastern Tunneling Corp., v. Southgate Sanitation District, 487 F.Supp. 109, United States District Court, D. Colorado(1979).4.E. H. Morrill Co. v. State, 423 P.2d 551, 65 Cal.2d 787, Supreme Court of California, In Bank(1967).5.Farnsworth & Chambers Co. v. United States, 346 F.2d 577, United States Court of Claims(1965).6.Foster Constr. C. A. & Williams Bros. Co. v. United States, 435 F.2d 873, United States Court of Claims(1970).7.Groton Bridge Mfg Co. v Alabama & V. Ry Co., 31 So. 739, 80 Miss. 162, Supreme Court of Mississippi(1902).8.Mineral Park Land Co. v. Howard, 172 Cal. 289, Supreme Court of California(1916).9.Metropolitan Sewerage Com. v. R. W. Constr., 72 Wis.2d 365, Supreme Court of Wisconsin(1976).10.McDevitt & Street Co. v. Marriott Corp., 713 F.Supp. 906, United States District Court, E.D. Virginia, Alexandria Division(1989).11.Mojave Enterprises v. United States, 3 Cl.Ct. 353, United States Claims Court(1983).12.Pinkerton & Laws Co. v. Roadway Express, Inc., 650 F.Supp. 1138, United States District Court, N.D. Georgia, Atlanta Division(1986).13.Ray D. Lowder, Inc. v N. C. State Highway Comm`n, 217 S.E.2d 682, 26 N.C.App. 622, Court of Appeals of North Carolina(1975).14.Robert E. McKee, Inc. v. City of Atlanta, 414 F.Supp. 957, United States District Court, N.D. Georgia, Atlanta Division(1976).15.Stenerson v. Kalispell, 629 P.2d 773, 193 Mont. 8, Supreme Court of Montana(1981).16.Stuyvesant Dredging Co. v. United States, 834 F.2d 1576, United States Court of Appeals, Federal Circuit(1987).17.United States v. Spearin, 39 S.Ct. 59, Supreme Court of the United States(1918).18.Umpqua River Navigation Co. v. Crescent City Harbor District, 618 F.2d 588, United States Court of Appeals, 9th Circuit(1980).19.Vann v. United States, 420 F.2d 968, 420 F.2d 968, United States Court of Claims(1970).20.W. H. Lyman, Constr. Co. v. Gurnee, 84 Ill.App.3d 28, Appellate Court of Illinois, Second District(1980).21.Warner Constr. Corp. v. Los Angeles, 2 Cal.3d 285, Supreme Court of California, In Bank(1970).22.Wiechmann Engineers v. State ex rel. Dept. Pub. Wks, 107 Cal.Rptr. 529, 31 Cal.App.3d 741, Court of Appeal, Third District, California(1973). zh_TW
