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Takto měl postupoval podle objednávky objednatele, předané projektové dokumentace a dle zadání objednatele v rozsahu jednotlivých položek nabídkového rozpočtu obsaženého rovněž v Příloze č. 1 této smlouvy. Objednatel se zavázal provedené dílo od zhotovitele převzít a zaplatit zhotoviteli sjednanou cenu díla.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 3 této smlouvy se zhotovitel zavázal v průběhu provádění díla postupovat dle předané a schválené projektové dokumentace a zajistit provádění jednotlivých prací dle obecných kvalitativních podmínek HSV (hlavní stavební výroba) a PSV (přidružená stavební výroba).","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 8 této smlouvy zhotovitel nese odpovědnost za škody způsobené jeho činností a činností jeho zaměstnanců. Dále zhotovitel nese odpovědnost za škody vzniklé nedodržením obecných kvalitativních podmínek HSV a PSV za předpokladu, že došlo k odchýlení od projektové dokumentace. Za škody vzniklé nevhodně zvoleným řešením situace v projektové dokumentaci odpovědnost zhotovitel nenese. V případě zjištění nevhodně zvoleného řešení v projektové dokumentaci je zhotovitel povinen informovat o této skutečnosti objednatele, který je povinen zajistit odstranění vad projektové dokumentace včetně případných doplňujících podkladů ke stavebnímu povolení tak, aby byl dodržen harmonogram prováděných prací.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 9 této smlouvy musí objednatel včas a přesně specifikovat své požadavky na případné odchylky od projektové dokumentace, dle rozsahu dokladované dodatkem k projektové dokumentaci, aby tyto případné odchylky mohly být provedeny bez narušení samostatného postupu prací. Zhotovitel má právo na úhradu takto vzniklých prací a odchylek prací na základě zpracovaného položkového rozpočtu provedených prací v cenách zhotovitele v době provádění prací.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 10 této smlouvy musí být případné vícepráce projednány smluvními stranami před jejich prováděním, mohou být položkové oceněny, odsouhlaseny a následně zaneseny do stavebního deníku, nebo zadokumentovány jinou písemnou nebo obdobnou formou – nákresem,16 skicou, výkresem, popisem, fotodokumentací. Za odsouhlasené vícepráce budou považovány i práce odsouhlasené prostřednictvím emailové komunikace. Po provedení víceprací vzniká zhotoviteli nárok na jejich úhradu na základě zpracovaného položkového rozpočtu provedených prací v cenách v době provádění prací.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 11 této smlouvy jsou víceprací veškeré práce, které jsou provedeny nad rámec obsahu jednotlivých oceněných položek odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem a citovaného v odst. 2.1. této smlouvy, a dále veškeré práce, které jsou obecně obvyklé k zajištění a dokončení prací v rámci obsahu jednotlivých oceněných položek odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem, kdy u takto vzniklých prací je dostatečně prokázána nezbytnost jejich provedení jednostranným zápisem zhotovitele do stavebního deníku a nebyly v době zpracování nabídky a podpisu smlouvy s ohledem na jejich povahu a rozsah předvídatelné.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 12 této smlouvy nevzniká za neprovedené práce, případně dohodnuté neprovedené vícepráce, nárok na jejich úhradu. Neprovedené práce musí být položkově oceněny v cenách dle vypracované nabídky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 3 odst. 18 této smlouvy se v případě prokazatelné překážky v plnění díla ze strany objednatele termíny plnění díla posouvají o dobu trvání překážky. V případě dlouhodobého trvání překážky v provádění díla je zhotovitel oprávněný k přerušení provádění díla nebo může od smlouvy odstoupit. Příčina a délka překážky musí být zadokumentována ve stavebním deníku.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 5 odst. 1 této smlouvy je cena stanovena dohodou na základě zpracovaného cenového rozpočtu v celkové výši:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"1. Cena za vlastní stavební práce, vyjma veškerých materiálových nákladů a zařízení – vlastní dům – 1 045 449 Kč (bez dph) + DPH, tj. k datu podpisu smlouvy 15 % a 21 % DPH, kdy DPH bude účtováno podle platných právních předpisů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"2. Cena za vlastní stavební práce, vyjma veškerých materiálových nákladů a zařízení – vlastní garáž – 171 395,04 Kč (bez dph) + DPH, tj. k datu podpisu smlouvy 15 % a 21 % DPH, kdy DPH bude účtováno podle platných právních předpisů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 5 odst. 2 této smlouvy je takto sjednaná cena cenou pevnou ve vztahu k jednotlivým položkám přiloženého odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 5 odst. 3 této smlouvy se cena dle odst. 5.1. nevztahuje k případným zadokumentovaným vícepracím a pracím vzniklým odchylkami od projektové dokumentace v rozsahu obsahu této smlouvy, kdy tato cena bude cenou samostatně vyčíslenou v cenové relaci zhotovitele v cenách v době zhotovení prací. Zhotovitel může požadovat zvýšení ceny, objeví-li se potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření Smlouvy.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 1 této smlouvy provedením díla nebo jeho části vzniká zhotoviteli nárok na úhradu ceny díla (její části) a objednateli vzniká povinnost převzetí díla nebo jeho části a úhrady tohoto vzniklého nároku.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 2 této smlouvy bude úhrada ceny díla prováděna měsíčními platbami na základě vystavených zálohových listů ke kterým budou přiloženy položková vyúčtování veškerých provedených prací, výkonů a zpracovaných materiálů v předchozím kalendářním měsíci.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 3 této smlouvy bude konečné vyúčtování díla provedeno vystavením faktury, ve které budou vyúčtovány všechny úhrady z vystavených zálohových listů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 4 této smlouvy bude vyúčtování provedených víceprací provedeno samostatnou fakturací.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 5 této smlouvy je splatnost zálohových listů a faktur 10 dní ode dne doručení.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 6 odst. 7 této smlouvy v případě přerušení díla dle části 3.18. této smlouvy provede zhotovitel vyúčtování provedených částí díla a vystaví daňový doklad – fakturu včetně DPH za tuto část díla, které je tak považováno v dané části za ukončené a předané dnem provedeného vyúčtování.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 7 odst. 2 této smlouvy se objednatel zúčastní přejímky díla, a to i jednotlivých částí díla, bez zbytečných odkladů, nejpozději do 5 dnů od obdržení výzvy zhotovitele.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 7 odst. 5 této smlouvy, je-li objednatel v prodlení s převzetím díla i po opakované výzvě zhotovitele k převzetí, splní zhotovitel svou povinnost provést dílo, jestliže umožní objednateli nakládat s předmětem díla a toto objednateli oznámí, přičemž se má za to, že dílo je dokončeno a převzato objednatelem v souladu s touto smlouvou okamžikem doručení oznámení objednateli.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 8 odst. 1 této smlouvy zhotovitel odpovídá za to, že předmět smlouvy bude proveden podle smlouvy a v souladu s obecně závaznými právními předpisy České republiky. Objednatel odpovídá za to, že splní všechny svoje povinnosti vyplývající ze smlouvy o dílo.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dle čl. 8 odst. 8 této smlouvy, je-li vadné plnění podstatným porušením smlouvy, má objednatel právo","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"a) na odstranění vady dodáním chybějící věci,","anonStyle":"NONE"}],"styleLocalId":26,"tableCellInfo":null},{"texts":[{"text":"b) na odstranění vady opravou věci,","anonStyle":"NONE"}],"styleLocalId":26,"tableCellInfo":null},{"texts":[{"text":"c) na přiměřenou slevu z kupní ceny, nebo","anonStyle":"NONE"}],"styleLocalId":26,"tableCellInfo":null},{"texts":[{"text":"d) odstoupit od smlouvy.","anonStyle":"NONE"}],"styleLocalId":26,"tableCellInfo":null},{"texts":[{"text":"13. Z kopie krycího listu rozpočtu „","anonStyle":"NONE"},{"text":"Jméno žalovaného","anonStyle":"ANON"},{"text":" – hrubá stavba RD“ podepsaného účastníky dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" (den podepsání smlouvy o dílo) a navazujícího rozpočtu (č. l. 272 a 273 soudního spisu) vyplývají následující parametry rozpočtu stavby:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Krycí list:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Základní rozp. náklady","anonStyle":"NONE"}],"styleLocalId":27,"tableCellInfo":{"tableId":1,"row":0,"column":0,"hasBorder":true,"rowSpan":1,"columnSpan":4}},{"texts":[{"text":"Náklady na umístění stavby","anonStyle":"NONE"}],"styleLocalId":27,"tableCellInfo":{"tableId":1,"row":0,"column":1,"hasBorder":true,"rowSpan":1,"columnSpan":3}},{"texts":[{"text":"Celkové 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Z emailové komunikace ve věci „fakturace“ ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vyplývá, že žalovaný vytýká žalobkyni","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"− neprovedení kontroly základové spáry se zápisem do stavebního deníku a","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"− absenci podbetonávky základových pasů z důvodu výskytu namrzavých půd v lokalitě (navržena 50mm betonem C12/15); podle stavebního deníku a sdělení stavitele byl proveden hutněný štěrkopískový podsyp (použití podsypu u namrzavých půd může potenciálně znamenat riziko nerovnoměrného sedání základů a tím vzniku prasklin zdiva).","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"Žalovaný v návaznosti na výše uvedené odstoupil od smlouvy a navrhl ji ukončit dohodou ke dni ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Výslovně přitom potvrdil, že si nepřeje, aby žalobkyně pokračovala ve stavbě.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Dále žalovaný rozporuje žalobkyní fakturované vícepráce s tím, že si není vědomo toho, že by tyto kdy schválil.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"17. Z emailové komunikace ve věci „vyjádření k emailu ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":"“ vyplývá, že se jím obrací jednatel žalobkyně na žalovaného s reakcí na jím vytýkané vady. K tomuto mimo jiné uvádí:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"− kontrola základové spáry byla provedena v průběhu a po vyčištění základové spáry při bagrování, byly zjištěny základové poměry odpovídající posouzení v projektové dokumentaci, tj. dle zatřídění do odpovídající geotechnické kategorie, nebyly zjištěny horší základové poměry, než byly posouzeny projektantem v poznámce výkresu SO 01-5","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"Kontrola byla provedena v průběhu provádění prací a při ukončení výkopových prací, průběžné kontroly provedli: p. ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" – stavební mistr s odpovídající odbornou kvalifikací a praxí v oboru 25 let, a p. ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" – autorizovaný technik","anonStyle":"NONE"}],"styleLocalId":38,"tableCellInfo":null},{"texts":[{"text":"odborný technický zástupce zhotovitele","anonStyle":"NONE"}],"styleLocalId":38,"tableCellInfo":null},{"texts":[{"text":"− podbetonávka základové spáry o mocnosti – tloušťce 50 mm uvedená v poznámce výkresu SO 01-5 se vztahuje k ochraně před poškozením základové spáry v době provádění – betonáži základové spáry, tj. z technického hlediska ochrana před deštěm, popř. namrznutím, tak aby nedošlo ke změně struktury stykové vrstvy stávajícího terénu s betonem (netechnická pozn. - aby nedošlo k namočení při případných deštích, nebo namrznutí a změně struktury spáry při minusových teplotách)","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"− práce na základové spáře byly zahájeny ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" v době kdy již bylo provádění základové spáry s rizikem promrznutí zcela vyloučeno a klimatické podmínky byly bez srážek několika týdnů čímž byla mocnost stávajícího terénu v místě provádění stavby dostatečně proschlá po předchozích zimních měsících","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"− pro zvýšení ochrany proti případným budoucím vlivům vsakované srážkové vody na základové spáře bylo nad rámec projektové dokumentace provedeno hutněné Štěrkopískové lože ve vrstvě do 80 mm, sloužící k eliminaci případných tlakových zatížení okolních vrstev vůči základovému pasu, tak aby byla zvýšena ochrana těchto základových konstrukcí","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"− hloubka základové spáry (měřená ke stávajícímu terénu) ve všech místech přesahuje 100 cm a je ve větší hloubce, než bylo projektováno v poznámce výkresu SO 01-5 i s uvažovanou podbetonávkou, dle projektové dokumentace bude budoucí terén oproti současnému stavu ještě navýšen","anonStyle":"NONE"}],"styleLocalId":7,"tableCellInfo":null},{"texts":[{"text":"18. Z kopie dopisu žalobkyně ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ve věci „výpověď smlouvy o dílo ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":"- odmítnutí výpovědi“ vč. dodejky vyplývá, že tento byl žalovanému doručen dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Žalobkyně v něm odmítá výpověď smlouvy žalovaným doručenou jí dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Žalobkyně nicméně vyjadřuje připravenost jednat o ukončení smlouvy dohodou a dále se vyjadřuje ke konkrétním podmínkám tohoto ukončení navrženým žalovaným.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"19. Z kopie oznámení ke smlouvě o dílo ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vč. podacího lístku vyplývá, že toto oznámení žalobkyně zaslala žalovanému dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Vyzývala ho k převzetí provedených částí díla dle odst. 7.5. smlouvy o dílo, tj. provedené základy a základovou desku novostavby rodinného domu a garáže postavených na pozemku pare. č. ","anonStyle":"NONE"},{"text":"č. parc.","anonStyle":"ANON"},{"text":" v katastrálním území ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":". Rovněž žalovanému oznámila, že již staveniště plně vyklidila a umožnila mu tak nakládat s provedenou částí díla.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"20. Z kopie faktury ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" vyplývá, že tuto vystavila žalobkyně žalovanému dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" za provedené stavební práce na akci „","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" k.ú.","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":", pp.","anonStyle":"NONE"},{"text":"č. parc.","anonStyle":"ANON"},{"text":" - novostavba RD včetně garáže, zhotovení hrubé stavby, včetně ocelové konstrukce, vyjma střešní konstrukce“ na částku 529 532 Kč splatnou dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Žalobce dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" zaslal žalovanému doúčtování prací provedených na rodinném domě podle stavu ke dni ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":17,"tableCellInfo":null},{"texts":[{"text":"Žalobce staveniště dobrovolně vyklidil dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", když bylo zřejmé, že mu žalovaný přes výzvu neumožnil a neumožní dílo dokončit. Žalovaný část provedeného díla nepřevzal. Žalovanému však bylo a je umožněno s předmětem díla v místě plnění nakládat, což lze považovat za provedení díla, resp. jeho části.","anonStyle":"NONE"}],"styleLocalId":17,"tableCellInfo":null},{"texts":[{"text":"21. Z kopie dopisu právního zástupce žalovaného ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vyplývá, že faktura ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" byla žalovanému doručena. Žalovaný nicméně odmítl její proplacení, neboť došlo k odstoupení od smlouvy o dílo a dosud nedošlo k vypořádání dopadů založení stavby žalobkyní.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"22. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je zaměstnancem žalobkyně a působil jako stavební technik na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":". Řídil pracovní skupinu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Stavba probíhala přibližně v roce 2015. Začínala převzetím projektu a staveniště. Byly vytvořeny lavičky (pomocné body pro přípravu základů), poté byly vyhloubeny a vylity základy. Následovalo položení ležaté kanalizace, obezdění základů štípanými KB bloky a zalití betonem. Práce byly ukončeny po zhotovení základové desky dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Na stavbě postupovali podle projektové dokumentace. Nemohl však potvrdit, zda došlo k odchylkám od projektu, nebo zda byly provedeny změny, protože si to již po dlouhé době nepamatuje. Případné změny by řešil se svým nadřízeným, panem ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":". Podbetonávka základové spáry se provádí pouze za určitých okolností, například pokud je základová spára nesourodá nebo mokrá, aby nedošlo k jejímu poškození. V případě stavby ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" byla základová spára „zcela v pořádku“. Svědek si již nepamatuje, zda byla podbetonávka provedena.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Na stavbě byly použity standardní materiály, například prostý beton, kari sítě (15x15, drát 5 nebo 6), hutněný štěrkopísek a zemnicí pásky. Armovací koše nebyly použity, protože to nebylo nutné. Použité trubky pro kanalizaci měly průměr minimálně 100 mm, což odpovídalo projektové dokumentaci. K betonu byly předávány dodací listy z betonárky, které byly přikládány k fakturám.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek identifikoval fotografie stavby ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":", zejména díky okolní zástavbě a materiálům na fotografiích.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"23. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Pracoval jako zaměstnanec žalobkyně, a to od roku 2006 do ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", kdy odešel do důchodu. Na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" pracoval v roce 2015. Svědek má sešit, do kterého si píše od r. 1997, kde a kdy pracoval. Z daného sešitu si pro účely dnešního jednání pořídil výpisky týkající se stavby ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":", jejíž průběh na základě toho popsal následovně:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Stavba začala vytvořením laviček dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Svědek zaznamenal, že na této práci strávil 5 hodin.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Byly realizovány práce na základech.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Betonování základů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Příprava drátů do základové desky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Navezení a zhutnění písku, na který byla vylita betonová deska.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Pokračování v dusání písku a betonáži základové desky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Provádění sond k ověření průběhu prací, což bylo v době, kdy již bylo zřejmé, že spolupráce skončí.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":": Likvidace staveniště a stěhování.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek si nevybavuje konkrétní materiály použité při stavbě. Není schopen vysvětlit, co je to podbetonávka základové spáry. Na stavbě byl řízen mistrem panem ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":". Po nahlédnutí do fotodokumentace svědek identifikoval stavbu ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" a poznal obě základové desky domu a garáže. Na fotografii z ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" identifikoval sám sebe jako osobu přítomnou na stavbě. Finální stav staveniště, zachycený na poslední fotografii, odpovídá jeho vzpomínkám.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"24. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je synem jednatele žalobkyně a v letech 2011 nebo 2012 až 2018 pro tuto společnost pracoval jako zaměstnanec. Na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" se podílel od fáze vytyčování stavby. Průběh prací na stavbě svědek popsal následovně:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Stavba byla vytyčena společně s panem ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" a ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Proběhlo vyhloubení základových pasů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Na stavbu byl svědkem nákladním autem dovážen materiál, včetně betonu z betonárky. Přesnou třídu betonu si svědek nevybavuje, ale uvádí, že práce probíhaly v souladu s projektovou dokumentací:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Uzemnění pomocí zemnicích pásků a příprava na hromosvody.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Použití ztraceného bednění.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Realizace ležaté kanalizace a průchodů pro napojení kanalizace i elektřiny.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Zavážení a zhutnění písku, položení sítí betonářské výztuže.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Používání KB trubek pro kanalizaci.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek odjížděl ze stavby naposledy, když byla hotová základová deska. Další vývoj na stavbě nezná. Při nahlédnutí do fotodokumentace identifikoval sám sebe na první fotografii. Rozpoznal okolní domy i dvě základové desky domu a garáže. Identifikoval kolegu ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" na jedné z fotografií a rovněž firemní vozidla žalobkyně. Svědek si nevzpomíná na žádné odchylky od projektové dokumentace, které by na stavbě proběhly.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"25. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je bývalým zaměstnancem žalobkyně, kde pracoval přibližně 8 let, a to až do roku 2020. Na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" působil v roce 2015 jako zedník.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Stavba zahrnovala realizaci základových pasů a základových desek domu a garáže. Svědek se podílel na zednických pracích, jako bylo osazování ztraceného bednění, kopání, dusání a vylévání základové desky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Přesný technologický postup svědek nezná, protože se jako zedník nezabýval jeho podrobnostmi. Popsal standardní postup: vyhloubení a vylití základových pasů, položení zpevňovacích sítí, drátů, ztraceného bednění, zhutnění základové desky, následné položení dalších drátů a vylití základové desky. Práce skončily zhotovením základové desky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek identifikoval sám sebe na fotografii z ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":". Rozpoznal i další osoby přítomné na stavbě, konkrétně ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" a ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":". U poslední fotografie uvedl, že zachycuje stav, kdy byla stavba dokončena.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek si nevybavuje konkrétní specifikace materiálů, protože tyto záležitosti neřešil ani neobjednával.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"26. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je bývalým zaměstnancem žalobkyně, pro kterou pracoval asi 10 let, a to až do roku 2022, kdy odešel do důchodu. Na stavbě ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" působil jako zedník. Vše probíhalo přibližně v roce 2015. Používal se materiál jako beton, ztracené bednění, udělala se deska., základovou deskou to skončilo. Na dané stavbě se dělala zvlášť garáž. Pokud jde o konkrétní materiály, jež se používaly, jednalo se o beton, písek betonářský. Svědek nicméně nebyl schopen blíže specifikovat o jaký typ nebo třídu se jednalo. Pracovníků na stavbě bylo asi 5. Svědek ztotožnil fotodokumentaci stavby a na ní pana ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"27. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je od roku 2014 zaměstnancem žalobkyně.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek působil na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" a vedl si průběžný deník o provedených pracích. Svědek začal na stavbě pracovat dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", kdy se zakládalo ztracené bednění. Dále byl na stavbě ve dnech 4., 5., 7., 11., 12., 13., 14., 18. a ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", kdy se provádělo průběžné betonování a navážení zásypu. Poslední den na stavbě byl ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", kdy byla vybetonována základová deska. Svědek neví, co se dělo na stavbě po tomto datu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Beton byl na stavbu přivážen mixem. Svědek nezná technické specifikace použitých materiálů.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek identifikoval fotodokumentaci stavby ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":" podle okolní přírody a umístění stavební buňky. Na jedné z fotografií poznal sám sebe v modrých montérkách a žlutých holínkách. Rovněž identifikoval kolegu ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" v kostkované košili.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"28. Z výpovědi svědka ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" vyplývá:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Svědek je od roku 2014 zaměstnancem žalobkyně.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Na stavbě ve ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":", která probíhala přibližně v roce 2015, působil jako zedník. Prováděl osazování ztraceného bednění, betonáž a práci s kary sítěmi. Na stavbě se také prováděla montáž kanalizace. Po fázi základových desek již na stavbě nepracoval. Přesné technické specifikace použitých materiálů svědek nezná a nebyl schopen je uvést. Svědkovi byla předložena fotodokumentace stavby, na které poznal sám sebe jako osobu ve žlutém tričku a oranžové kšiltovce. Rovněž identifikoval kolegu ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" v kostkované košili. Svědek však nebyl schopen jednoznačně potvrdit, že se jedná o stavbu ","anonStyle":"NONE"},{"text":"adresa","anonStyle":"ANON"},{"text":", protože všechny stavby podle něj vypadají podobně.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"29. Z fotodokumentace stavby vyplývá její postup až do stádia, kdy byly připravené obě základové desky.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"30. Ze znaleckého posudku č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" zpracovaného dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" (znalec z oboru ekonomika, nikoli stavebnictví) vyplývá, že tento byl zadán žalovaným z důvodu pochybení zhotovitele při provedení základů budoucích staveb. Základy nebyly realizovány podle projektové dokumentace, protože byl použit pískový podsyp. Znalkyně proto stanovila cenu odvodnění základové spáry a z tohoto dovodila snížení ceny staveb (rodinného domu a garáže) o 762 981 Kč.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"31. Z vyjádření ","anonStyle":"NONE"},{"text":"právnická osoba","anonStyle":"ANON"},{"text":" ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" (č. l. 244 soudního spisu) vyplývá, že realizace díla odchylně od projektové dokumentace (neprovedení podbetonávky) nepředstavuje ze stavebně-technického hlediska vadu stavby. Není nyní důvodné realizovat drenáž kolem objektu, jak je navrženo ve znaleckém posudku ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" č. č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":". Takovýto postup je naopak rizikový. Provedením výkopu bezprostředně kolem celého objektu, jak je navrženo, se dnem výkopu min. 5 cm pod úroveň základové spáry a s nárůstem hloubky výkopu dané spádem drenážního potrubí, které je navrženo 1 cm na 1 metr, dojde k jejímu bočnímu obnažení a tím k negativní změně rozložení napětí pod základem. Při návrhu sanačního opatření nebylo vzato na zřetel, že základové pasy jsou betonovány přímo do terénu a realizace z tohoto důvodu bude podle zpracované projektové dokumentace problémová.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"32. Ze znaleckého posudku č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" zpracovaného dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" (znalec z oboru stavebnictví) vyplývá, že provedení základů neodpovídá projektové dokumentaci. Provedené úpravy nejsou vhodné a akumulací vod v základové spáře může dojít ke snížení únosnosti zemin v základové spáře. To se může projevit vznikem trhlin a dalších poruch v konstrukci objektu. Je nutno zajistit odvodnění základové spáry.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"33. Ze znaleckého posudku č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" zpracovaného dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" (znalec z oboru ekonomika, nikoli stavebnictví) vyplývá, že stavba nebyla provedena podle projektové dokumentace.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Tento závěr se týká nejen nepodbetonování základových pasů. Dle projektové dokumentace měla být provedena podbetonovávka základové desky před položením výztuže (sítě) podkladním betonem v tl.80 mm-není provedeno. Základové pasy byly provedeny v horní části z tvárnic ztraceného bedněn, s výplní betonem a s výztuží. Toto řešení mělo být posouzeno projektantem, nebo statikem.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Na základech, které nebyly provedeny dle projektové dokumentace byl postaven zde uváděný rodinný dům i garáž. Bez souhlasného vyjádření statika, nebo projektanta. Vizuální prohlídkou z komunikace není vidět, že by byly na domě nějaké vady a poruchy. Současný vlastník na dopis znalce neodpověděl. Znalec měl na vlastníka dotaz, zda stavba vykazuje nějaké vady, které by mihly souviset s chybným založením stavby. Lze tedy předpokládat, že stavba žádné vady ve vztahu s chybně provedenými základy nevykazuje.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Znalec provedl kontrolu množství konstrukcí uváděné ve fakturaci žalobkyně porovnáním s projektovou dokumentací. Rozdíly ve výměrách (množství) jsou nepodstatné. Znalec nemohl porovnat skutečnost. Ze záznamu na CD a z fotodokumentace nelze množství (objemy) zemních prací a konstrukcí stanovit.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"34. Z kopie stanoviska geotechnika ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vyplývá, že realizací vrstvy pískového podsypu základu předmětné novostavby rodinného domu byly porušeny zásady pro zamezení přístupu vody do podzákladí. Bezprostředně tak vzniká riziko podstatného snížení únosnosti základové spáry, sedání nebo i nerovnoměrného sedání. Extrémním případem by bylo prosednutí základové půdy, které by se mohlo projevit jako rychlé a značné sednutí základu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Důsledky, které je třeba případně očekávat v příčinné souvislosti s výše uvedenými riziky, jsou zejména ve vzniku trhlin ve svislých i vodorovných konstrukcích objektu (stěny, podlahy, stropy). Dílčí snížení rizik porušení konstrukcí je možno v případě dokonale tuhých základů schopných eliminovat účinky nerovnoměrného snížení únosnosti základové spáry. Extrémní sednutí (a to nejen nerovnoměrné) může mít za následek až porušení inženýrských sítí (vodovod, kanalizace, elektro, data atd.).","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Porušením zásad prevence přístupu vody do oblasti základové spáry a podzákladí sice není jednoznačně dáno, že k poruchám na stavebním objektu (v důsledku uvedeného pochybení) s jistotou dojde, riziko vzniku takových poruch však velmi podstatně roste. Toto platí z pohledu krátkodobého i dlouhodobého časového horizontu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"35. Z kopie znaleckého posudku č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" zpracovaného dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" (znalec z oborů stavebnictví a ekonomika) a jeho doplňku ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" stvrzených výslechem znalce dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vyplývá, že zhotovitel provedl spodní stavbu (základy včetně železobetonových desek) rodinného domu a garáže, spolu s přidruženými úpravami (kanalizace, elektrické instalace). Nebyla realizována celá hrubá stavba ani další části jako střešní konstrukce.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Projektová dokumentace vyžadovala podbetonování betonových pasů v tloušťce 5 cm. Místo toho byl použit štěrkový podsyp.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Podle místního šetření a venkovní prohlídky z roku 2023 nebyly na stavbě shledány žádné vady ani problémy v souvislosti s chybně provedenými základy. Kvalitu a objemy provedených dodávek a prací nelze zpětně ověřit bez použití destruktivních metod (sondy, bourání podlah atd.). K těm znalec nepřistoupil s ohledem na rozsah souvisejících zásahů do práv současných uživatelů staveb a s ohledem na výši nákladů spojených s odstraněním následků takovýchto postupů. Znalec proto v tomto ohledu vycházel z projektové dokumentace.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Žalobce vyúčtoval 529 672,14 Kč za provedené práce, což odpovídalo rozpočtu po připočtení víceprací. Cena prací a dodávek realizovaných dle rozpočtu (bez víceprací) činila 499 880 Kč.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Spodní stavba byla po osmi letech shledána jako funkční, bez vad, a slouží k zamýšlenému účelu. Tato situace potvrzuje, že změna v provedení základů (štěrkový podsyp místo podbetonování) neměla negativní vliv na kvalitu ani funkčnost stavby.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"36. Z kopie předžalobní výzvy k plnění ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" vč. podacího archu vyplývá, že žalobkyně prostřednictvím svého právního zástupce vyzvala žalovaného k úhradě dluhu, jenž je předmětem tohoto řízení. Předžalobní výzva byla žalovanému zaslána prostřednictvím poštovního doručovatele dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"37. Na základě výše uvedených skutkových zjištění učinil soud následující závěr o skutkovém stavu:","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Smlouva o dílo byla uzavřena ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" mezi žalobkyní (zhotovitelkou) a žalovaným (objednatelem) na zhotovení hrubé stavby rodinného domu a garáže, přičemž střešní konstrukce nebyla předmětem díla.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Stavba probíhala od března do května 2015 a zahrnovala vytvoření základových pasů, základových desek, instalaci kanalizace, ztracené bednění a přípravu spodní stavby. Byly použity standardní stavební materiály, včetně štěrkopískového podsypu místo podbetonování, jak bylo vyžadováno projektovou dokumentací. Práce byly ukončeny na úrovni základové desky, staveniště bylo vyklizeno dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":".","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Žalovaný odstoupil od smlouvy dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" s odkazem na vady provedení (neprovedení podbetonování a nesprávné řešení základové spáry). Vytýkal, že provedení štěrkového podsypu zvyšuje riziko nerovnoměrného sedání základů a následného poškození stavby. Žalobkyně namítala, že provedené práce odpovídají smlouvě a že odchylky byly technicky i prakticky obhajitelné.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Provedení základů se odchylovalo od projektové dokumentace, což potenciálně mohlo zvýšit riziko výskytu vad staveb v budoucnu. Stavby však ani po osmi letech nevykazovaly vady a plně sloužily svému účelu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Žalobkyně vystavila fakturu na částku 529 672,14 Kč, odpovídající provedeným pracím. Žalovaný ji odmítl uhradit. Hodnota žalobkyní provedených prací a dodávek dle rozpočtů, na něž smlouva o dílo odkazuje, činila 499 880 Kč. Zbytek fakturované částky činí hodnota víceprací.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Žalobkyně žalovaného vyzvala k převzetí díla, což žalovaný odmítl. Přesto mohl s dílem disponovat a reálně tak i činil, neboť stavby byly následně dokončeny bez žalobkyně.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"38. Z ostatních provedených důkazů nezjistil soud nic rozhodného pro posouzení skutkového stavu. Uvedené důkazy hodnotil soud jednotlivě i v jejich vzájemné souvislosti, přičemž má za to, že prokazují zjištěný skutkový stav a další dokazování by již bylo v rozporu se zásadou rychlosti a hospodárnosti řízení.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Právní hodnocení","anonStyle":"NONE"}],"styleLocalId":8,"tableCellInfo":null},{"texts":[{"text":"39. Podle § 1987 odst. 2 zákona č. 89/2012 Sb., občanský zákoník, ve znění pozdějších předpisů („o. z.“), pohledávka nejistá nebo neurčitá k započtení způsobilá není.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"40. Dle § 2004 odst. 1 o. z. odstoupením od smlouvy se závazek zrušuje od počátku.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"41. Dle § 2004 odst. 2 o. z., plnil-li dlužník zčásti, může věřitel od smlouvy odstoupit jen ohledně nesplněného zbytku plnění. Nemá-li však částečné plnění pro věřitele význam, může věřitel od smlouvy odstoupit ohledně celého plnění.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"42. Dle § 2586 odst. 1 o. z. se smlouvou o dílo zhotovitel zavazuje provést na svůj náklad a nebezpečí pro objednatele dílo a objednatel se zavazuje dílo převzít a zaplatit cenu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"43. Dle § 2620 odst. 1 o. z., je-li cena ujednána pevnou částkou, nebo odkazem na rozpočet, který je součástí smlouvy nebo byl objednateli sdělen zhotovitelem do uzavření smlouvy, nemůže ani objednatel ani zhotovitel žádat změnu ceny proto, že si dílo vyžádalo jiné úsilí nebo jiné náklady, než bylo předpokládáno.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"44. Dle § 2621 odst. 1 o. z., bylo-li dílo zadáno podle rozpočtu, nemůže zhotovitel požadovat zvýšení ceny za dílo, ani mají-li rozsah nebo nákladnost práce za následek překročení rozpočtu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"45. Dle § 2622 odst. 1 o. z., byla-li však cena určena na základě rozpočtu daného s výhradou, že se nezaručuje jeho úplnost, nebo s výhradou, že rozpočet je nezávazný, může zhotovitel požadovat zvýšení ceny, objeví-li se v případě rozpočtu s výhradou nezaručené úplnosti při provádění díla potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření smlouvy, a v případě rozpočtu s výhradou nezávaznosti, oč nevyhnutelně převýší náklady účelně vynaložené zhotovitelem náklady zahrnuté do rozpočtu. Nesouhlasí-li objednatel se zvýšením ceny, určí zvýšení ceny na návrh zhotovitele soud.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"46. Dle § 2622 odst. 2 o. z. zaniká zhotoviteli nárok na určení zvýšení ceny podle odstavce 1, jestliže neoznámí nutnost překročení rozpočtované částky a výši požadovaného zvýšení ceny bez zbytečného odkladu poté, kdy se při provádění díla ukázala jeho nevyhnutelnost.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"47. Žalobkyně uzavřela jakožto zhotovitel s žalovaným jakožto objednatelem výše uvedenou smlouvu o dílo dle § 2586 odst. 1 o. z., jejímž předmětem bylo zhotovení hrubé stavby rodinného domu a garáže. Cena díla byla stanovena dle rozpočtu, a to jako cena pevná ve vztahu k jednotlivým položkám (čl. 5 odst. 2 smlouvy o dílo). Zároveň ovšem smlouva umožňovala zhotoviteli požadovat zvýšení ceny, objeví-li se potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření smlouvy (čl. 5 odst. 3 smlouvy o dílo). Daný rozpočet byl tedy sjednán s výhradou neúplnosti dle § 2622 odst. 1 o. z.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"48. Z provedeného dokazování vyplynulo, že žalobkyně provedla jen část sjednaného díla. Konkrétně zhotovila základové desky rodinného domu i garáže. V rozporu s projektovou dokumentací, a tedy i se samotnou smlouvou o dílo (čl. 3 odst. 3 této smlouvy), nicméně neprovedla podbetonávku. Žalovaný z tohoto důvodu od smlouvy odstoupil a žalobkyně následně staveniště vyklidila. Žalovaný nicméně jejího plnění (základy obou staveb) následně využil, ve stavbě pokračoval a jak rodinný dům, tak i garáž následně dostavěl a prodal.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"49. Z tohoto je jednak zřejmé, že realizace předmětné smlouvy o dílo (jeho zhotovování) byla ukončena a není možné její další plnění žalobkyní (dostavění rodinného domu a garáže, které již stojí). Smlouva o dílo tedy nepochybně zanikla, a to nejpozději právě touto následnou nemožností plnění (§ 2006 odst. 1 o. z.). Žalobkyní realizovaná část díla ovšem pro žalovaného měla význam, neboť na ní byly stavby dokončeny. I kdyby tedy žalovaný od smlouvy o dílo odstoupil platně a tato nezanikla až na základě výše popsané následné nemožnosti plnění, nemohlo by to mít dle § 2004 odst. 2 o. z. význam z hlediska plnění již poskytnutého a jeho ceny. Lze tak uzavřít, že žalovanou částku není namístě posuzovat v režimu bezdůvodného obohacení, ale jakožto plnění na základě smlouvy dle § 2586 odst. 1 o. z.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"50. Pro úplnost lze v tomto ohledu uvést, že i kdyby se měl hypoteticky uplatnit režim bezdůvodného obohacení, nemělo by to na výši peněžitého plnění žalovaného vliv s ohledem na § 2999 odst. 2 o. z.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"51. Pro rozhodnutí v projednávané věci je tedy podstatné, v jakém rozsahu bylo žalobkyní plněno, a následné ocenění tohoto částečného plnění dle smlouvy o dílo. Ta pro tyto účely odkazuje na položkové rozpočty obou staveb, jejichž krycí listy byly účastníky podepsány spolu s ní (viz body 13 a 14 odůvodnění tohoto rozsudku).","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"52. Z provedeného dokazování vyplynulo, že žalobkyně realizovala dílo v rozsahu položek obou rozpočtů odpovídajícím celkové ceně 499 880 Kč (viz bod 35 odůvodnění tohoto rozsudku). Rovněž bylo prokázáno, že toto plnění bylo pro žalovaného plně využitelné a nevedlo ani s odstupem 8 let k výskytu vad na kterékoli ze staveb. Lze tak konstatovat, že (částečné) plnění žalobkyně je ze stavebně-technického hlediska plně funkční a má všechny vlastnosti potřebné pro realizaci účelu smlouvy o dílo.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"53. Znalci sice nebyli s to ověřit reálný rozsah a kvalitu prací a dodávek, které musela žalobkyně vynaložit, aby splnila dílo v rozsahu účtovaných položek obou rozpočtů. To ale není pro posouzení věci podstatné. Ceny jednotlivých položek totiž byly sjednány jako pevné (čl. 5 odst. 2 smlouvy o dílo). Ani žalovaný jakožto objednatel tak nemůže dle § 2620 odst. 1 o. z. žádat změnu ceny proto, že si případně dílo, resp. jednotlivé položky rozpočtů, vyžádaly jiné úsilí nebo jiné náklady, než bylo předpokládáno. Pro úplnost je třeba v tomto ohledu dodat, že znalci shodně konstatovali, že bližší zkoumání rozsahu a kvality poskytnutého plnění by si vyžádalo aplikaci destruktivních metod. Jejich negativní dopady na práva současných uživatelů staveb a tyto stavby samotné by přitom byly neúměrné ve vztahu k hodnotě předmětu tohoto sporu. Trvání na takovémto dokazování by se příčilo zásadě hospodárnosti řízení a nerespektovalo by práva třetích osob (§ 1 in fine zákona č. 99/1963 Sb., občanský soudní řád, v platném znění („o. s. ř.“). Je tomu tak tím spíše, že ani žalovaný žalobkyni žádné konkrétní nedostatky v tomto ohledu nevytýkal, resp. jí vytkl pouze neprovedení podbetonávky. Tu mu ovšem žalobkyně nikdy neúčtovala a cena takovéhoto plnění (položky rozpočtu) není předmětem tohoto řízení.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"54. Nad rámec částky 499 880 Kč žalobkyně žalovanému účtovala též cenu víceprací, které nebyly podchyceny v rozpočtech. To je a priori možné, neboť rozpočet byl sjednán s výhradou neúplnosti dle § 2622 odst. 1 o. z. (viz bod 47 odůvodnění tohoto rozsudku). Aby však takováto fakturace byla odůvodněná, musela by žalobkyně dodržet postup dle § 2622 odst. 2 o. z., tj. žalovanému jakožto objednateli oznámit nutnost překročení rozpočtované částky a výši požadovaného zvýšení ceny bez zbytečného odkladu poté, kdy se při provádění díla ukázala jeho nevyhnutelnost. To se zjevně nestalo a žalovaný nebyl o tomto před fakturací informován (viz bod 16 odůvodnění tohoto rozsudku). Případný nárok žalobkyně na určení zvýšení ceny tím ovšem zanikl dle § 2622 odst. 2 o. z. Nutno navíc dodat, že žalobkyně ani nedodržela podmínky fakturace víceprací, neboť tyto měly být dle čl. 6 odst. 4 smlouvy o dílo účtovány zvlášť.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"55. Uplatňovaný nárok tak nelze přiznat v rozsahu v němž jistina přesahuje částku 499 880 Kč. Stejně tak z podstaty věci nelze přiznat ani příslušenství k této části jistiny náležející. V tomto rozsahu tedy byla žaloba zamítnuta (výrok I.).","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"56. Co do částky 499 880 Kč byl naopak nárok žalobkyně dán. Žalovaná nicméně v rámci své procesní obrany uplatnila námitku započtení svého nároku na náhradu škody (viz bod 10 odůvodnění tohoto rozsudku). Proto se soud dále zabýval otázkou, zda uplatňovaný nárok mohl zaniknout započtením.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"57. Škoda na straně žalovaného měla spočívat ve slevě z kupní ceny předmětného rodinného domu a garáže, na které se žalovaný dohodl s třetí stranou (kupujícím) při následném prodeji předmětných nemovitostí. Již z tohoto je zřejmé, že absentuje příčinná souvislost mezi takto pojímanou škodou a jednáním/opominutím žalobkyně. Ta se totiž nijak nepodílela na sjednání předmětné slevy (ani smluvních pokut, z nichž sleva vycházela (viz bod 10 odůvodnění tohoto rozsudku). Z provedeného dokazování vyplynulo, že neprovedení podbetonávky základové spáry žalobkyní nemělo negativní následky na stavby rodinného domu a garáže jako celku a tyto nevykazují stavebně technické poruchy. Za daných okolností tak z podstaty věci nelze o škodách v této souvislosti hovořit.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"58. Pokud se žalovaný domnívá, že chybějící podbetonávka vedla ke snížení ceny staveb rodinného domu a garáže (přestože jsou i bez ní ze stavebně technického hlediska plně funkční, nevykazují poruchy a plní svůj účel), resp. částečného plnění žalobkyně, a chtěl být za to finančně kompenzován, bylo namístě takovýto nárok uplatnit v režimu odpovědnosti žalobkyně za vady (nárok na slevu z ceny díla dle § 2106 odst. 1 písm. c) o. z., resp. § 2107 odst. 1 o. z. ve spojení s § 2615 odst. 2 o. z.). Žalovaný však takto nepostupoval. Naopak sám vyhodnotil, že na daných základových deskách lze stavět, a předmětné (částečné) plnění žalobkyně fakticky přijal, když na něm následně jak rodinný dům, tak i garáž skutečně postavil. Je otázkou, proč by takovéto částečné plnění žalobkyně (v hodnotě přibližně 0,5 milionu Kč) přijímal a dále na něm stavěl, když by mu následkem toho měla vzniknout škoda přes 1 milion Kč.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"59. Ostatně výše započítávané pohledávky (stanovená dohodou žalovaného s třetí stranou – kupujícím) je dalším problémem. Žalovaný se v tomto ohledu odvolává na znalecký posudek č. ","anonStyle":"NONE"},{"text":"hodnota","anonStyle":"ANON"},{"text":" zpracovaný dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" (viz bod 30 odůvodnění tohoto rozsudku). Ta při jeho zpracování postupovala tak, že nejprve sama navrhla postup nápravy (odvodnění základové spáry), byť k tomu nebyla odborně způsobilá (znalec z oboru ekonomika, nikoli stavebnictví). Jeho oceněním pak vyčíslila snížení ceny předmětných nemovitostí. Jí zvolený postup nápravy byl následně podroben kritice ze strany znalců z oboru stavebnictví (viz bod 31 odůvodnění tohoto rozsudku). Předmětné vyčíslení ","anonStyle":"NONE"},{"text":"tituly před jménem","anonStyle":"ANON"},{"text":" ","anonStyle":"NONE"},{"text":"jméno FO","anonStyle":"ANON"},{"text":" tedy nelze přijmout. I z tohoto hlediska je tedy pohledávka uplatňovaná žalovaným v rámci námitky započtení přinejmenším nejistá a neurčitá a jako taková není k započtení způsobilá dle § 1987 odst. 2 o. z.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"60. Námitka započtení uplatněná žalovaným tak nemůže mít z výše uvedených důvodů na rozhodnutí ve věci samé vliv a jistinu 499 880 Kč lze přiznat.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"61. Vzhledem k tomu, že žalovaný nezaplatil výše uvedenou částku 499 880 Kč do rozhodnutí soudu, octl se s placením dluhu v prodlení a soud proto žalobkyni přiznal i úroky z prodlení dle § 1970 o. z. ve výši stanovené nařízením vlády č. 351/2013 Sb. Žalovaný úrok z prodlení přitom začal k jistině přirůstat na základě vystavené faktury, jejíž splatnost odpovídala čl. 6 odst. 5 smlouvy o dílo a jež byla žalovanému prokazatelně doručena (viz bod 21 odůvodnění tohoto rozsudku). Soud tedy žalobě v tomto rozsahu vyhověl (výrok II.).","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"62. O náhradě nákladů řízení rozhodl soud výrokem III. podle § 142 odst. 2 o. s. ř. tak, že přiznal žalobkyni, jež byla v řízení úspěšná, nárok na náhradu nákladů řízení v částce 266 548,66 Kč, přičemž tato částka představuje 88,8 % z jejich celkové výše (rozdíl úspěchu v řízení v rozsahu 94,4 % a úspěchu žalovaného v rozsahu 5,6 %). Tyto náklady sestávají ze zaplaceného soudního poplatku v částce 26 477 Kč a nákladů zastoupení advokátem, kterému náleží odměna stanovená dle § 6 odst. 1 a § 7 vyhlášky č. 177/1996 Sb., advokátního tarifu, (dále jen „a. t.”) z tarifní hodnoty ve výši 529 532 Kč sestávající z částky 10 420 Kč za převzetí a přípravu zastoupení dle § 11 odst. 1 písm. a) a. t., z částky 10 420 Kč za výzvu k plnění se základním skutkovým a právním rozborem předcházející návrhu ve věci samé dle § 11 odst. 1 písm. d) a. t., z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 20 840 Kč (2 x 10 420 Kč) za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":", z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" a z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" včetně sedmnácti paušálních náhrad výdajů po 300 Kč dle § 13 odst. 4 a. t. a daň z přidané hodnoty ve výši 21 % z částky 182 240 Kč ve výši 38 270,40 Kč a dále zálohy na náklady spojené se zpracováním znaleckého posudku ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" dle § 141 odst. 1 o. s. ř. v částce 8 180 Kč (zkonzumovaná část zálohy 17 000 Kč) a zálohy na náklady spojené se zpracováním znaleckého posudku ze dne ","anonStyle":"NONE"},{"text":"datum","anonStyle":"ANON"},{"text":" dle § 141 odst. 1 o. s. ř. v částce 45 000 Kč.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null}],"justificationText":"1. Žalobkyně se domáhala rozhodnutí, kterým by byla žalovanému uložena povinnost zaplatit žalobkyni 529 532 Kč s příslušenstvím jakožto ceny díla (stavby).Žalobní tvrzení2. Žaloba byla odůvodněna tím, že žalobkyně na základě smlouvy o dílo uzavřené dne , datum,  provedla stavební práce na pozemku parc. č. , č. parc.,  v katastrálním území , adresa, , obec , obec, . Smlouva o dílo zahrnovala realizaci hrubé stavby rodinného domu a garáže. Smluvní cena za dům činila 1 045 449 Kč bez DPH a za garáž 171 395,04 Kč bez DPH. Žalobkyně provedla část stavebních prací, avšak celý projekt nebyl dokončen kvůli sporům mezi stranami a následnému neoprávněnému odstoupení žalovaného od smlouvy.3. Žalovaný nejprve emailem ze dne , datum,  a následně dopisem ze dne , datum,  oznámil odstoupení od smlouvy, což odůvodnil porušením smlouvy žalobkyní. Žalobkyně však namítá, že žalovaný neprokázal zákonné nebo smluvní důvody k odstoupení.4. Žalobkyně na základě smlouvy provedla v období v době od , datum,  do , datum,  následující práce:Rodinný dům: zemní práce, základové pasy, základovou desku, základovou zeď, kanalizační potrubí a uzemnění.Garáž: zemní práce, základové pasy, základovou desku, základovou zeď, uzemnění.Při těchto plněních pro žalovaného žalobkyně provedla konkrétně tyto práce a výkony včetně dodávek k tomu potřebných movitých věcí (materiálu):měrnáDRUH PRÁCE A VÝKONU A MATERIÁL jednotka množstvíStavba rodinného domuZemní práceSejmutí ornice s přemístěním na vzdálenost do 50 m m3 30,000Odkopávky a prokopávky nezapažené v hornině tř. 3m3 40,800objem do 100 m3 - srovnávací rovinaZvýšený náklad (příplatek) za lepivost u odkopávekm3 40,800v hornině tř. 1 až 3Hloubení rýh š do 600 mm v hornině tř. 3 objemu do 100 m3 m3 40,000Zvýšený náklad (příplatek) za lepivost k hloubení rýh šm3 40,000do 600 mm v hornině tř. 3Vodorovné přemístění do 50 m výkopku z horniny tř. 1 až 4 m3 40,000Zakládání stavbyNásyp pod základové konstrukce se zhutněnímm3 17,930z hrubého kameniva frakce 0 až 32 mmZákladové desky ze ŽB tř. C 20/25 m3 22,360Výztuž základových desek svařovanými sítěmi Kari 150x150x8 t 0,890Základové pásy z betonu tř. C 12/15 m3 1,850Základové pásy z betonu tř. C 16/20 m3 39,260Základová zeď tl. do 400 mm z tvárnic ztraceného bedněním2 20,000včetně výplně z betonu tř. C 12/15Výztuž základových zdí nosných betonářskou ocelí 10 216 t 0,140Ostatní konstrukce a práce-bouráníPřesun hmotPřesun hmot pro budovy zděné výšky do 6 m t 205,588Náklady na zařízení staveništěPřesun stavebních kapacitSvislé a kompletní konstrukceOsazení chráničky vodo přípojka, elektro, plyn vč. výkop. prací m 4,000Ostatní konstrukce a práce-bouráníPřesun hmotPřesun hmot pro budovy zděné výšky do 6 mt0,004Zdravotechnika – vnitřní kanalizacePotrubí kanalizační z PVC hrdlové ležaté vnitřní DN 100 systém KGm7,500Potrubí kanalizační z PVC hrdlové ležaté vnitřní DN 125 systém KGm5,000Přesun hmot pro vnitřní kanalizace v objektech do 6 mt0,018Elektromontáže – hrubá montážMontáž vodič uzemňovací FeZn pásek průřezu do 120 mm2 v městské zástavbě v zemim60,000svorka odbočovací a spojovací SR 2a pro pásek 30x4 mmkus6,000pásek uzemňovací 195001 30x4 mmkg60,000Montáž vodič uzemňovací drát nebo lano D do 10 mm v městské zástavběm10,000svorka křížová SK pro vodič D6-10 mmkus10,000drát kruhový pozinkovaný měkký 11343 D10,00 mmkg10,000Zařízení staveništěPřesun stavebních kapacit Stavba garáže Zemní práceSejmutí ornice s přemístěním na vzdálenost do 50 mm37,000Odkopávky a prokopávky nezapažené v hornině tř. 3 objem do 100 m3 - srovnávací rovinam310,800Příplatek za lepivost u odkopávek v hornině tř. 1 až 3m310,800Hloubení rýh š do 600 mm v hornině tř. 3 objemu do 100 m3m310,740Příplatek za lepivost k hloubení rýh š do 600 mm v hornině tř. 3m310,740Vodorovné přemístění do 50 m výkopku z horniny tř. 1 až 4m310,740ZakládáníNásyp pod základové konstrukce se zhutněním z hrubého kameniva frakce 0 až 32 mmm32,460Základové desky ze ŽB tř. C 20/25m36,480Výztuž základových desek svařovanými sítěmi Karit0,324Základové pásy z betonu tř. C 12/15m30,570Základové pásy z betonu tř. C 16/20m310,640Základová zeď tl do 300 mm z tvárnic ztraceného bednění včetně výplně z betonu tř. C 12/15m211,600Výztuž základových zdí nosných betonářskou ocelí 10 216t0,075Ostatní konstrukce a práce-bouráníPřesun hmotPřesun hmot pro budovy zděné výšky do 6 mt54,754Zařízení staveništěPřesun stavebních kapacitZakládáníNásyp pod základové konstrukce se zhutněním z kameniva frakce 0 až 32 mm - 8,4x5,4x0,25=11,34m3m311,340Základová zeď tl do 300 mm z tvárnic ztraceného bednění včetně výplně z betonu tř. C 12/15 - (9+5,4)x2x0,25=7,2m2m27,200Výztuž základových zdí nosných betonářskou ocelí 10 216 - (9+5,4)x2x0,25(dl.)x2(ks/bm)x0,617(drát pr.10mm)=9kgt0,009Ostatní konstrukce a práce-bouráníPřesun hmotPřesun hmot pro budovy zděné výšky do 6 mt29,363Zařízení staveništěPřesun stavebních kapacitElektromontáže – hrubá montážMontáž vodič uzemňovací FeZn pásek průřezu do 120 mm2 v městské zástavbě v zemim30,000svorka odbočovací a spojovací SR 2a pro pásek 30x4 mmkus4,000pásek uzemňovací 195001 30x4 mmkg30,000Montáž vodič uzemňovací drát nebo lano D do 10 mm v městské zástavběm6,000svorka křížová SK pro vodič D6-10 mmkus6,000drát kruhový pozinkovaný měkký 11343 D10,00 mmkg6,000Zařízení staveništěPřesun stavebních kapacit5. Žalovaný byl opakovaně vyzván k převzetí díla. Umožnění převzetí díla je doloženo záznamy v montážním deníku a dalšími důkazy. Stavební základy, které žalobkyně realizovala, jsou stále funkční, nevykazují žádné vady a byly využity pro dokončení stavby rodinného domu a garáže. Žalovaný nikdy nezpochybnil kvalitu ani rozsah provedených prací.6. Na základě výše uvedeného žalobkyně vystavila fakturu č. , hodnota,  na částku 529 532 Kč.7. Na základě položkového rozpočtu žalobkyně vyčíslila hodnotu realizovaných prací na 529 672,14 Kč včetně DPH. Po žalovaném však požaduje toliko fakturovanou částku 529 532 Kč s úroky z prodlení. Pokud jde o rozdíl ve výši 140,14 Kč, tento žalobkyně nepožaduje.Vyjádření žalovaného8. Žalovaný k žalobě uvedl, že uzavřel dne , datum,  se žalobkyní (zhotovitelkou) smlouvu o dílo, jejímž předmětem bylo zhotovení hrubé stavby rodinného domu a garáže na pozemku parc. č. , č. parc.,  v k. ú. , adresa, . Tento projekt byl realizován pro konečného investora , jméno FO, . Žalobkyně porušila smluvní povinnosti a nepostupovala v souladu s projektovou dokumentací, což vedlo k odstoupení od smlouvy.9. Žalobkyně neprovedla podbetonávku základové spáry, což bylo dle projektové dokumentace nezbytné. Namísto toho použila pískový podsyp, což umožnilo přístup vody k zemině v základové spáře. To mohlo způsobit pokles únosnosti a deformace základů. Žalobkyně nepředložila doklady o shodě materiálů (betonu, štěrku, písku, ocelových prvků), což vyvolalo pochybnosti o jejich kvalitě a vhodnosti. Stavební deník nebyl řádně veden ani předkládán k podpisu žalovanému. Tento nedostatek znemožnil ověřit postup stavebních prací. Žalovaný proto od smlouvy o dílo odstoupil kvůli jejímu podstatnému porušení žalobkyní.10. Konečný investor , jméno FO,  uplatnila kvůli výše uvedeným pochybením žalobkyně na žalovaném nárok na slevu z kupní ceny (vyčísleno znalcem na částku 762 981 Kč) a nárok na smluvní pokutu ve výši 770 000 Kč. Žalovaný v návaznosti na to uzavřel s investorkou dodatek ke smlouvě, kterým byla snížena kupní cena projektu z 3 000 000 Kč na 1 900 000 Kč. Škoda ve výši 1 100 000 Kč byla způsobena přímo vadným plněním žalobkyně. Žalovaný proto uplatňuje tento nárok jako obranu proti žalobě námitkou započtení (výslovně potvrzeno na jednání soudu dne , datum, ).11. Žalovaný dále argumentuje, že žalobou uplatňovaný nárok by měl být posuzován s ohledem na odstoupení od smlouvy o dílo jako bezdůvodné obohacení. Jeho výše by přitom měla být stanovena nikoliv podle hodnoty provedených prací, ale podle rozdílu mezi hodnotou nemovitosti před a po zásahu žalobkyně.Skutkový stav12. Z kopie smlouvy o dílo ze dne , datum,  vyplývá, že tato byla uzavřena mezi žalobkyní jakožto zhotovitelem a žalovaným jakožto objednatelem.Dle čl. 2 této smlouvy se zhotovitel zavázal provést na svůj náklad a nebezpečí pro objednatele dílo spočívající ve zhotovení/opravě/úpravě stavby „, adresa,  k. ú. , hodnota, , pp. , č. parc.,  - novostavba RD včetně garáže, zhotovení hrubé stavby, včetně ocelové konstrukce, vyjma střešní konstrukce“ blíže specifikovaného v Příloze č. 1 této smlouvy. Takto měl postupoval podle objednávky objednatele, předané projektové dokumentace a dle zadání objednatele v rozsahu jednotlivých položek nabídkového rozpočtu obsaženého rovněž v Příloze č. 1 této smlouvy. Objednatel se zavázal provedené dílo od zhotovitele převzít a zaplatit zhotoviteli sjednanou cenu díla.Dle čl. 3 odst. 3 této smlouvy se zhotovitel zavázal v průběhu provádění díla postupovat dle předané a schválené projektové dokumentace a zajistit provádění jednotlivých prací dle obecných kvalitativních podmínek HSV (hlavní stavební výroba) a PSV (přidružená stavební výroba).Dle čl. 3 odst. 8 této smlouvy zhotovitel nese odpovědnost za škody způsobené jeho činností a činností jeho zaměstnanců. Dále zhotovitel nese odpovědnost za škody vzniklé nedodržením obecných kvalitativních podmínek HSV a PSV za předpokladu, že došlo k odchýlení od projektové dokumentace. Za škody vzniklé nevhodně zvoleným řešením situace v projektové dokumentaci odpovědnost zhotovitel nenese. V případě zjištění nevhodně zvoleného řešení v projektové dokumentaci je zhotovitel povinen informovat o této skutečnosti objednatele, který je povinen zajistit odstranění vad projektové dokumentace včetně případných doplňujících podkladů ke stavebnímu povolení tak, aby byl dodržen harmonogram prováděných prací.Dle čl. 3 odst. 9 této smlouvy musí objednatel včas a přesně specifikovat své požadavky na případné odchylky od projektové dokumentace, dle rozsahu dokladované dodatkem k projektové dokumentaci, aby tyto případné odchylky mohly být provedeny bez narušení samostatného postupu prací. Zhotovitel má právo na úhradu takto vzniklých prací a odchylek prací na základě zpracovaného položkového rozpočtu provedených prací v cenách zhotovitele v době provádění prací.Dle čl. 3 odst. 10 této smlouvy musí být případné vícepráce projednány smluvními stranami před jejich prováděním, mohou být položkové oceněny, odsouhlaseny a následně zaneseny do stavebního deníku, nebo zadokumentovány jinou písemnou nebo obdobnou formou – nákresem,16 skicou, výkresem, popisem, fotodokumentací. Za odsouhlasené vícepráce budou považovány i práce odsouhlasené prostřednictvím emailové komunikace. Po provedení víceprací vzniká zhotoviteli nárok na jejich úhradu na základě zpracovaného položkového rozpočtu provedených prací v cenách v době provádění prací.Dle čl. 3 odst. 11 této smlouvy jsou víceprací veškeré práce, které jsou provedeny nad rámec obsahu jednotlivých oceněných položek odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem a citovaného v odst. 2.1. této smlouvy, a dále veškeré práce, které jsou obecně obvyklé k zajištění a dokončení prací v rámci obsahu jednotlivých oceněných položek odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem, kdy u takto vzniklých prací je dostatečně prokázána nezbytnost jejich provedení jednostranným zápisem zhotovitele do stavebního deníku a nebyly v době zpracování nabídky a podpisu smlouvy s ohledem na jejich povahu a rozsah předvídatelné.Dle čl. 3 odst. 12 této smlouvy nevzniká za neprovedené práce, případně dohodnuté neprovedené vícepráce, nárok na jejich úhradu. Neprovedené práce musí být položkově oceněny v cenách dle vypracované nabídky.Dle čl. 3 odst. 18 této smlouvy se v případě prokazatelné překážky v plnění díla ze strany objednatele termíny plnění díla posouvají o dobu trvání překážky. V případě dlouhodobého trvání překážky v provádění díla je zhotovitel oprávněný k přerušení provádění díla nebo může od smlouvy odstoupit. Příčina a délka překážky musí být zadokumentována ve stavebním deníku.Dle čl. 5 odst. 1 této smlouvy je cena stanovena dohodou na základě zpracovaného cenového rozpočtu v celkové výši:1. Cena za vlastní stavební práce, vyjma veškerých materiálových nákladů a zařízení – vlastní dům – 1 045 449 Kč (bez dph) + DPH, tj. k datu podpisu smlouvy 15 % a 21 % DPH, kdy DPH bude účtováno podle platných právních předpisů.2. Cena za vlastní stavební práce, vyjma veškerých materiálových nákladů a zařízení – vlastní garáž – 171 395,04 Kč (bez dph) + DPH, tj. k datu podpisu smlouvy 15 % a 21 % DPH, kdy DPH bude účtováno podle platných právních předpisů.Dle čl. 5 odst. 2 této smlouvy je takto sjednaná cena cenou pevnou ve vztahu k jednotlivým položkám přiloženého odbytového rozpočtu stavebního objektu zpracovaného zhotovitelem.Dle čl. 5 odst. 3 této smlouvy se cena dle odst. 5.1. nevztahuje k případným zadokumentovaným vícepracím a pracím vzniklým odchylkami od projektové dokumentace v rozsahu obsahu této smlouvy, kdy tato cena bude cenou samostatně vyčíslenou v cenové relaci zhotovitele v cenách v době zhotovení prací. Zhotovitel může požadovat zvýšení ceny, objeví-li se potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření Smlouvy.Dle čl. 6 odst. 1 této smlouvy provedením díla nebo jeho části vzniká zhotoviteli nárok na úhradu ceny díla (její části) a objednateli vzniká povinnost převzetí díla nebo jeho části a úhrady tohoto vzniklého nároku.Dle čl. 6 odst. 2 této smlouvy bude úhrada ceny díla prováděna měsíčními platbami na základě vystavených zálohových listů ke kterým budou přiloženy položková vyúčtování veškerých provedených prací, výkonů a zpracovaných materiálů v předchozím kalendářním měsíci.Dle čl. 6 odst. 3 této smlouvy bude konečné vyúčtování díla provedeno vystavením faktury, ve které budou vyúčtovány všechny úhrady z vystavených zálohových listů.Dle čl. 6 odst. 4 této smlouvy bude vyúčtování provedených víceprací provedeno samostatnou fakturací.Dle čl. 6 odst. 5 této smlouvy je splatnost zálohových listů a faktur 10 dní ode dne doručení.Dle čl. 6 odst. 7 této smlouvy v případě přerušení díla dle části 3.18. této smlouvy provede zhotovitel vyúčtování provedených částí díla a vystaví daňový doklad – fakturu včetně DPH za tuto část díla, které je tak považováno v dané části za ukončené a předané dnem provedeného vyúčtování.Dle čl. 7 odst. 2 této smlouvy se objednatel zúčastní přejímky díla, a to i jednotlivých částí díla, bez zbytečných odkladů, nejpozději do 5 dnů od obdržení výzvy zhotovitele.Dle čl. 7 odst. 5 této smlouvy, je-li objednatel v prodlení s převzetím díla i po opakované výzvě zhotovitele k převzetí, splní zhotovitel svou povinnost provést dílo, jestliže umožní objednateli nakládat s předmětem díla a toto objednateli oznámí, přičemž se má za to, že dílo je dokončeno a převzato objednatelem v souladu s touto smlouvou okamžikem doručení oznámení objednateli.Dle čl. 8 odst. 1 této smlouvy zhotovitel odpovídá za to, že předmět smlouvy bude proveden podle smlouvy a v souladu s obecně závaznými právními předpisy České republiky. Objednatel odpovídá za to, že splní všechny svoje povinnosti vyplývající ze smlouvy o dílo.Dle čl. 8 odst. 8 této smlouvy, je-li vadné plnění podstatným porušením smlouvy, má objednatel právoa) na odstranění vady dodáním chybějící věci,b) na odstranění vady opravou věci,c) na přiměřenou slevu z kupní ceny, nebod) odstoupit od smlouvy.13. Z kopie krycího listu rozpočtu „, Jméno žalovaného,  – hrubá stavba RD“ podepsaného účastníky dne , datum,  (den podepsání smlouvy o dílo) a navazujícího rozpočtu (č. l. 272 a 273 soudního spisu) vyplývají následující parametry rozpočtu stavby:Krycí list:Základní rozp. nákladyNáklady na umístění stavbyCelkové náklady1HSVDodávky013Zařízení staveniště31 286,6323Součet 7,12, 19-221 045 449,182Montáž1 203 240,3814Mimostav. doprava02415 %1 045 449,18 DPH156 817,403PSVDodávky78 389,0015Územní vlivy02521 %0,00 DPH04Montáž79 036,7916Cihly-360 106,5026Cena s DPH (ř. 23-25)1 202 266,585\"M”Dodávky017Přesun stav. kapacit13 602,886Montáž018NUS z rozpočtu07ZRN (ř. 1-6)1 360 666,1719NUS (ř. 13-18)-315 216,9920HZS022Ostatní náklady0Částka 1 045 449,18 Kč pod položkou č. 23 krycího listu odpovídá ceně dané části díla bez DPH dle čl. 5 odst. 1 smlouvy o dílo.Navazující rozpočet hrubé stavby rodinného domu je kalkulován na celkovou částku 1 360 666,17 Kč, která odpovídá položce č. 7 základních rozpočtových nákladů dle krycího listu. Rozpočet obsahuje níže uvedené položky:P.Č.TVKCNKód položkyPopisMJMnožství celkemCena jednotkováCena celkemSazba DPH12345678910DHSVPráce a dodávky HSV1 203 840,38D1Zemní práce39 644,041K001121101101Sejmutí ornice s přemístěním na vzdálenost do 50 mm330,00032,50975,0015,02K001122201101Odkopávky a prokopávky nezapažené v hornině tř. 3 objem do 100 m3 – srovnávací rovinam340,800132,005 385,6015,03K001122201109Příplatek za lepivost u odkopávek v hornině tř. 1 až 3m340,80029,301 195,4415,04K001132201101Hloubení rýh š do 600 mm v hornině tř. 3 objemu do 100 m3m340,000596,0023 840,0015,05K001132201109Příplatek za lepivost k hloubení rýh š do 600 mm v hornině tř. 3m340,000169,006 760,0015,06K001162201102Vodorovné přemístění do 50 m výkopku z horniny tř. 1 až 4m340,00037,201 488,0015,0D2Zakládáni235 082,357K011271532212Násyp pod základové konstrukce se zhutněním z hrubého kameniva frakce 0 až 32 mmm317,930985,0017 661,0515,08K011273321411Základové desky ze ŽB tř. C 20/25m322,3602 590,0057 912,4015,09K011273362021Výztuž základových desek svařovanými sítěmi Kari 150x150x8t0,89028 800,0025 632,0015,010K011274313511Základové pásy z betonu tř. C 12/15m31,8502 350,004 347,5015,011K011274313611Základové pásy z betonu tř. C 16/20m339,2602 490,0097 757,4015,012K011279113125Základová zeď tl do 400 mm z tvárnic ztraceného bednění včetně výplně z betonu tř. C 12/15-základym220,0001 380,0027 600,0015,013K011279361221Výztuž základových zdí nosných betonářskou ocelí 10 216 - sklept0,14029 800,004 172,0015,0D3Svislé a kompletní konstrukce574 197,4214K011311238143Zdivo nosné vnitřní z cihel broušených POROTHERM 24 Profi P15 lepených celoplošněm247,500591,0028 072,5015,015K011311238153Založení zdi nosné vnitřní z cihel broušených POROTHERM 24 Profi P15 na zakládací maltum17,250194,003 346,5015,016K011311238244Zdivo nosné vnější z cihel broušených POROTHERM 50 T Profi P 8 lepených celoplošněm2152,0001 980,00300 960,0015,017K011311238254Založení zdi nosné vnější z cihel broušených POROTHERM POROTHERM 50 T Profi P 8 na zakládací maltum94,500581,0054 904,5015,018K011314273203Komínové těleso třísložkové 2průduchové betonové z keramických vložek do D 20/20 cm v 3 msoubor1,00024 101,2824 101,2815,019K011314273213Příplatek ke komínu třísložkovému 2průduchovému z keramických vložek do D 20/20 cm ZKD 1 m výškym5,0003 947,8319 739,1515,020K011314273282Komínová hlava z pohledových prstenců pro třísložkový 2průduchový betonový komín do D 20/20 cm v 1 msoubor1,00018 250,7218 250,7215,021K011314273292Příplatek ke komínové hlavě z pohledových prstenců 2průduchových do D 20/20 cm ZKD prsteneckus3,000728,762 186,2815,022K011317168122Překlad keramický plochý š 14,5 cm dl 125 cmkus4,000241,45965,8015,023K011317168130Překlad keramický vysoký v 23,8 cm dl 100 cmkus4,000248,50994,0015,024K011317168131Překlad keramický vysoký v 23,8 cm dl 125 cmkus6,000313,411 880,4615,025K011317168132Překlad keramický vysoký v 23,8 cm dl 150 cmkus20,000288,085 761,6015,026K011317168133Překlad keramický vysoký v 23,8 cm dl 175 cmkus11,000450,094 950,9915,027K011317168134Překlad keramický vysoký v 23,8 cm dl 200 cmkus5,000573,872 869,3515,028K011317168136Překlad keramický vysoký v 23,8 cm dl 250 cmkus4,000819,573 278,2815,029K011317168137Překlad keramický vysoký v 23,8 cm dl 275 cmkus, právnická osoba880,531 761,0615,030K011317168138Překlad keramický vysoký v 23,8 cm dl 300 cmkus1,000937,57937,5715,031K011317168252Překlad keramický roletový pro zabudování rolety nebo žaluzie š 44 až 49 cm dl 150 cmkus6,0002 149,2712 895,6215,032K011317168253Překlad keramický roletový pro zabudování rolety nebo žaluzie š 44 až 49 cm dl 175 cmkus5,0002 481,6312 408,1515,033K011317168256Překlad keramický roletový pro zabudování rolety nebo žaluzie š 44 až 49 cm dl 250 cmkus1,0003 440,883 440,8815,034K011317168257Překlad keramický roletový pro zabudování rolety nebo žaluzie š 44 až 49 cm dl 275 cmkus1,0003 785,693 785,6915,035K011317998115Tepelná izolace mezi překlady v 24 cm z polystyrénu tl 180 mmm4,00068,49273,9615,036K011342248110Příčky z cihel broušených POROTHERM 8 Profi P10 lepených celoplošněm252,600372,0019 567,2015,037K011342248113Příčky z cihel broušených POROTHERM 14 Profi P10 lepených celoplošném271,800419,0030 084,2015,038K211388995212Osazení chráničky vodo přípojka, elektro, plyn vč. výkop, pracím5,000120,00600,0015,039K0114172381121Obezdívka věnce jednostranná věncovkou POROTHERM v 238 mm včetně polystyrenu tl 70 mm - stropm50,800141,617 193,7915,040K011417238116Obezdívka věnce oboustranná věncovkou POROTHERM v 238 mm včetně polystyrenu tl 70 mm - pod pozednicem36,400246,928 987,8915,0D4Vodorovné konstrukce252 837,8041K011411168245Strop keramický tl 25 cm z vložek MIAKO a keramobetonových nosníků dl do 6 m OVN 62,5 cmm2122,0001 370,00167 140,0015,042K011411354171Zřízení podpěrné konstrukce stropů v do 4 m pro zatížení do 5 kPam2122,000125,0015 250,0015,043K011411354172Odstranění podpěrné konstrukce stropů v do 4 m pro zatížení do 5 kPam2122,00029,303 574,6015,044K011411362021Výztuž stropů svařovanými sítěmi Kari 150x150x5t0,33028 800,009 504,0015,045K0114173213132Ztužující pásy a věnce ze ŽB tř. C 16/20 - pod pozednicem32,4002 710,006 504,0015,046K0114173213131Ztužující pásy a věnce ze ŽB tř. C 16/20 - stropm35,1002 710,0013 821,0015,047K0114173612212Výztuž ztužujících pásů a věnců betonářskou ocelí 10 216 - pod pozednicet0,12331 200,003 837,6015,048K0114173612211Výztuž ztužujících pásů a věnců betonářskou ocelí 10 216 - stropt0,20431 200,006 364,8015,049K011430321313Schodišťová konstrukce ze ŽB tř. C 16/20m31,2807 060,009 036,8015,050K011430361121Výztuž schodišťové konstrukce betonářskou ocelí 10 216t0,10734 900,003 734,3015,051K011431351125Zřízení bednění podest schodišť a ramp křivočarých v do 4 mm27,720736,005 681,9215,052K011431351126Odstranění bednění podest schodišť a ramp křivočarých v do 4 mm27,72086,60668,5515,053K011434311113Schodišťové stupně dusané na terén z betonu tř. C 12/15 bez potěrum18,700191,003 571,7015,054K011434351145Zřízení bednění stupňů křivočarých schodišťm28,420434,003 654,2815,055K011434351146Odstranění bednění stupňů křivočarých schodišťm28,42058,70494,2515,0D6Úpravy povrchů, podlahy a osazování výplní23 686,0056K011620472911Natažení zateplení soklu tmelem a skelnou tkaninoum231,000120,003 720,0015,057K011632451423Potěr pískocementový tl do 20 mm tř. C 12,5 běžný - krycí beton lepenkym2149,000134,0019 966,0015,0D9Ostatní konstrukce a práce-bourání78 392,77D99Přesun hmot78 392,7758K011998011001Přesun hmot pro budovy zděné výšky do 6 mt388,083202,0078 392,7715,0DPSVPráce a dodávky PSV156 825,79D711Izolace proti vodě, vlhkosti a plynům51 966,3759K711711111001Provedení izolace proti zemní vlhkosti vodorovné za studená nátěrem penetračnímm2149,0007,361 096,6415,060MMAT111631500lak asfaltový PENETRAL ALP- 20 kgt0,06045 455,002 727,3015,061K711711141559Provedení izolace proti zemní vlhkosti pásy přitavením vodorovné NAIPm2298,00074,8022 290,4015,062MMAT628322800pás těžký asfaltovaný BITUBITAGIT PE V60 S35 (200m2)m2171,35062,0010 623,7015,063MMAT628361100pás těžký asfaltovaný FOALBIT AI S 40m2171,35081,0013 879,3515,064K711998711101Přesun hmot pro izolace proti vodě, vlhkosti a plynům v objektech výšky do 6 mt1,547872,001 348,9815,0D713Izolace tepelné14 133,3465K713713131141Montáž izolace tepelné stěn a základů lepením rohoží, pásů, dílců, desekm231,000104,003 224,0015,066MMAT283760170deska fasádní polystyrénová soklová 1250 x 600 x 100 mmm232,550325,0010 578,7515,067K713998713101Přesun hmot pro izolace tepelné v objektech v do 6 mt0,419789,00330,5915,0D721Zdravotechnika – vnitřní kanalizace6 387,4868K721721173401Potrubí kanalizační z PVC hrdlové ležaté vnitřní DN 100 systém KG - odhadm20,000249,004 980,0015,069K721721173402Potrubí kanalizační z PVC hrdlové ležaté vnitřní DN 125 systém KG - odhadm5,000278,001 390,0015,070K721998721101Přesun hmot pro vnitřní kanalizace v objektech v do 6 mt0,034514,0017,4815,0D743Elektromontáže – hrubá montáž5 580,0071K741743612111Montáž vodič uzemňovací FeZn pásek průřezu do 120 mm2v městské zástavbě v zemim60,00038,302 298,0015,072MMAT354419860svorka odbočovací a spojovací SR 2a pro pásek 30x4 mmkus6,00021,00126,0015,073MMAT354411200pásek uzemňovací 195001 30x4 mmkg60,00037,002 220,0015,074K741743612121Montáž vodič uzemňovací drát nebo lano D do 10 mm v městské zástavběm10,00033,60336,0015,075MMAT354418750svorka křížová SK pro vodič D6-10 mmkus10,00019,00190,0015,076MMAT156152350drát kruhový pozinkovaný D10.00 mmkg10,00041,00410,0015,0D762Konstrukce tesařské4 949,5577K762762085103Montáž kotevních želez, příložek, patek nebo táhel k dřevěné kcikus36,000122,004 392,0015,078MMAT311971030tyč závitová pozinkovaná M12x 1000 mmkus12,00035,00420,0015,079K762998762102Přesun hmot pro kce tesařské v objektech v do 12 mt0,1051 310,00137,5515,0D767Konstrukce zámečnické73 809,0580K767767995107Montáž atypických zámečnických konstrukcí hmotnosti do 500 kgkg1 605,00021,8034 989,0015,081MMAT133884400tyč ocelová HEB, značka oceli S 235 JR označení průřezu 160t1,64422 100,0036 332,4015,082MMAT136112280plech tlustý hladký jakost S 235 JR, 10x1000x2000 mmt0,04121 500,00881,5015,083K767998767101Přesun hmot pro zámečnické konstrukce v objektech v do 6 mt1,765910,001 606,1515,0Celkem1 360 666,1714. Z kopie krycího listu rozpočtu „, Jméno žalovaného,  – hrubá stavba garáže“ podepsaného účastníky dne , datum,  (den podepsání smlouvy o dílo) a navazujícího rozpočtu (č. l. 275 a 276 soudního spisu) vyplývají následující parametry rozpočtu stavby:Základní rozp. nákladyNáklady na umístění stavbyCelkové náklady1HSVDodávky0,0013Zařízení staveniště4 592,4623Součet 7,12, 19-22171 395,042Montáž170 219,4714Mimostav. doprava0,002415 %171 395,04 DPH25 709,303PSVDodávky16 444,8115Územní vlivy0,002521 %0,00 DPH0,004Montáž13 012,3316Cihly-34 870,7526Cena s DPH (ř. 23-25)197 104,345\"M”Dodávky0,0017Přesun stav. kapacit1 996,726Montáž0,0018NUS z rozpočtu0,007ZRN (ř. 1-6)199 676,6119NUS (ř. 13-18)-315 216,9920HZS0,0022Ostatní náklady0Částka 171 395,04 Kč pod položkou č. 23 krycího listu odpovídá ceně dané části díla bez DPH dle čl. 5 odst. 1 smlouvy o dílo.Navazující rozpočet hrubé stavby rodinného domu je kalkulován na celkovou částku 199 676,61 Kč, která odpovídá položce č. 7 základních rozpočtových nákladů dle krycího listu. Rozpočet obsahuje níže uvedené položky:P.Č.TVKCNKód položkyPopisMJMnožství celkemCena jednotkováCena celkemSazba DPH12345678910DHSVPráce a dodávky HSV170 219,47D1Zemní práce10 585,171K001121101101Sejmutí ornice s přemístěním na vzdálenost do 50 mm37,00032,50227,5015,02K001122201101Odkopávky a prokopávky nezapažené v hornině tř. 3 objem do 100 m3 - srovnávací rovinam310,800132,001 425,6015,03K001122201109Příplatek za lepivost u odkopávek v hornině tř. 1 až 3m310,80029,30316,4415,04K001132201101Hloubení rýh š do 600 mm v hornině tř. 3 objemu do 100 m3m310,740596,006 401,0415,05K001132201109Příplatek za lepivost k hloubení rýh š do 600 mm v hornině tř. 3m310,740169,001 815,0615,06K001162201102Vodorovné přemístění do 50 m výkopku z horniny tř. 1 až 4m310,74037,20399,5315,0D2Zakládání71 017,607K011271532212Násyp pod základové konstrukce se zhutněním z hrubého kameniva frakce 0 až 32 mmm32,460985,002 423,1015,08K011273321411Základové desky ze ŽB tř. C 20/25m36,4802 590,0016 783,2015,09K011273362021Výztuž základových desek svařovanými sítěmi Kari 150x150x8t0,32428 800,009 331,2015,010K011274313511Základové pásy z betonu tř. C 12/15m30,5702 350,001 339,5015,011K011274313611Základové pásy z betonu tř. C 16/20m310,6402 490,0026 493,6015,012K011279113124Základová zeď tl do 300 mm z tvárnic ztraceného bednění včetně výplně z betonu tř. C 12/15m211,6001 070,0012 412,0015,013K011279361221Výztuž základových zdí nosných betonářskou ocelí 10 216t0,07529 800,002 235,0015,0D3Svislé a kompletní konstrukce51 237,3514K011311238143Zdivo nosné vnitřní z cihel broušených POROTHERM 24 Profi P15 lepených celoplošněm267,000591,0039 597,0015,015K011311238153Založení zdi nosné vnitřní z cihel broušených POROTHERM 24 Profi P15 na zakládací maltum23,900194,004 636,6015,016K011317168122Překlad keramický plochý š 14,5 cm dl 125 cmkus1,000204,00204,0015,017K011317168131Překlad keramický vysoký v 23,8 cm dl 125 cmkus3,000250,17750,5115,018K011317168132Překlad keramický vysoký v 23,8 cm dl 150 cmkus3,000288,08864,2415,019K011342248141Příčky z cihel broušených POROTHERM 14 Profi P10 lepených celoplošněm211,000419,004 609,0015,020K D011342248151 4Založení příčky z cihel broušených POROTHERM 14 Profi P10 na zakládací maltu Vodorovné konstrukcem4,500128,00576,00 14 029,2015,021K0114173213132Ztužující pásy a věnce ze ŽB tř. C 16/20m31,8002 710,004 878,0015,022K011417351115Zřízení bednění ztužujících věncům216,000235,003 760,0015,023K011417351116Odstranění bednění ztužujících věncům216,00054,20867,2015,024K0114173612212Výztuž ztužujících pásů a věnců betonářskou ocelí 10 216 - pod pozednicet0,14531 200,004 524,0015,0D6Úpravy povrchů, podlahy a osazování výplní7 236,0025K011632451423Potěr pískocementový tl do 20 mm tř. C 12,5 běžný - krycí beton lepenkym254,000134,007 236,0015,0D9Ostatní konstrukce a práce-bourání16 114,15D99Přesun hmot16 114,1526K011998011001Přesun hmot pro budovy zděné výšky do 6 mt79,773202,0016 114,1515,0DPSVPráce a dodávky PSV29 457,14D711Izolace proti vodě, vlhkosti a plynům18 845,3427K711711111001Provedení izolace proti zemní vlhkosti vodorovné za studená nátěrem penetračnímm254,0007,36397,4415,028MMAT111631500lak asfaltový PENETRAL ALP- 20 kgt0,02245 455,001 000,0115,029K711711141559Provedeni izolace proti zemní vlhkosti pásy přitavením vodorovné NAIPm2108,00074,808 078,4015,030MMAT628322800pás těžký asfaltovaný BITUBITAGIT PE V60 S35 (200m2)m262,10062,003 850,2015,031MMAT628361100pás těžký asfaltovaný FOALBIT AI S 40m262,10081,005 030,1015,032K711998711101Přesun hmot pro izolace proti vodě, vlhkosti a plynům v objektech výšky do 6 mt0,561872,00489,1915,0D743Elektromontáže – hrubá montáž2 904,6033K741743612111Montáž vodič uzemňovaci FeZn pásek průřezu do 120 mm2v městské zástavbě v zemim30,00038,301 149,0015,034MMAT354419860svorka odbočovací a spojovací SR 2a pro pásek 30x4 mmkus4,00021,0084,0015,035MMAT354411200pásek uzemňovaci 195001 30x4 mmkg30,00037,001 110,0015,036K741743612121Montáž vodič uzemňovaci drát nebo lano D do 10 mm v městské zástavběm6,00033,60201,6015,037MMAT354418750svorka křížová SK pro vodič D6-10 mmkus6,00019,00114,0015,038MMAT156152350drát kruhový pozinkovaný D10,00 mmkg6,00041,00246,0015,0D762Konstrukce tesařské2 762,2939K762762085103Montáž kotevních želez, příložek, patek nebo táhel k dřevěné kcikus20,000122,002 440,0015,040MMAT311971030tyč závitová pozinkovaná M12x 1000 mmkus7,00035,00245,0015,041K762998762102Přesun hmot pro kce tesařské v objektech v do 12 mt0,0591 310,0077,2915,0D767Konstrukce zámečnické4 944,9142K767767995107Montáž atypických zámečnických konstrukcí hmotnosti do 500 kgkg0,09021,801,9615,043MMAT133881300tyč ocelová HEA, značka oceli S 235 JR označení průřezu 120t0,09024 700,002 223,0015,044MMAT133884300tyč ocelová HEB, značka oceli S 235 JR označení průřezu 120t0,09524 500,002 327,5015,045MMAT136112280plech tlustý hladký jakost S 235 JR, 10x1000x2000 mmt0,01021 500,00215,0015,046K767998767101Přesun hmot pro zámečnické konstrukce v objektech v do 6 mt0,195910,00177,4515,015. Z příčných řezů a půdorysů staveb rodinného domu a garáže vyplývá požadavek na podbetonávku 50mm C 12/15 (jílovité podloží).16. Z emailové komunikace ve věci „fakturace“ ze dne , datum,  vyplývá, že žalovaný vytýká žalobkyni− neprovedení kontroly základové spáry se zápisem do stavebního deníku a− absenci podbetonávky základových pasů z důvodu výskytu namrzavých půd v lokalitě (navržena 50mm betonem C12/15); podle stavebního deníku a sdělení stavitele byl proveden hutněný štěrkopískový podsyp (použití podsypu u namrzavých půd může potenciálně znamenat riziko nerovnoměrného sedání základů a tím vzniku prasklin zdiva).Žalovaný v návaznosti na výše uvedené odstoupil od smlouvy a navrhl ji ukončit dohodou ke dni , datum, . Výslovně přitom potvrdil, že si nepřeje, aby žalobkyně pokračovala ve stavbě.Dále žalovaný rozporuje žalobkyní fakturované vícepráce s tím, že si není vědomo toho, že by tyto kdy schválil.17. Z emailové komunikace ve věci „vyjádření k emailu ze dne , datum, “ vyplývá, že se jím obrací jednatel žalobkyně na žalovaného s reakcí na jím vytýkané vady. K tomuto mimo jiné uvádí:− kontrola základové spáry byla provedena v průběhu a po vyčištění základové spáry při bagrování, byly zjištěny základové poměry odpovídající posouzení v projektové dokumentaci, tj. dle zatřídění do odpovídající geotechnické kategorie, nebyly zjištěny horší základové poměry, než byly posouzeny projektantem v poznámce výkresu SO 01-5Kontrola byla provedena v průběhu provádění prací a při ukončení výkopových prací, průběžné kontroly provedli: p. , jméno FO,  – stavební mistr s odpovídající odbornou kvalifikací a praxí v oboru 25 let, a p. , jméno FO,  – autorizovaný technikodborný technický zástupce zhotovitele− podbetonávka základové spáry o mocnosti – tloušťce 50 mm uvedená v poznámce výkresu SO 01-5 se vztahuje k ochraně před poškozením základové spáry v době provádění – betonáži základové spáry, tj. z technického hlediska ochrana před deštěm, popř. namrznutím, tak aby nedošlo ke změně struktury stykové vrstvy stávajícího terénu s betonem (netechnická pozn. - aby nedošlo k namočení při případných deštích, nebo namrznutí a změně struktury spáry při minusových teplotách)− práce na základové spáře byly zahájeny , datum,  v době kdy již bylo provádění základové spáry s rizikem promrznutí zcela vyloučeno a klimatické podmínky byly bez srážek několika týdnů čímž byla mocnost stávajícího terénu v místě provádění stavby dostatečně proschlá po předchozích zimních měsících− pro zvýšení ochrany proti případným budoucím vlivům vsakované srážkové vody na základové spáře bylo nad rámec projektové dokumentace provedeno hutněné Štěrkopískové lože ve vrstvě do 80 mm, sloužící k eliminaci případných tlakových zatížení okolních vrstev vůči základovému pasu, tak aby byla zvýšena ochrana těchto základových konstrukcí− hloubka základové spáry (měřená ke stávajícímu terénu) ve všech místech přesahuje 100 cm a je ve větší hloubce, než bylo projektováno v poznámce výkresu SO 01-5 i s uvažovanou podbetonávkou, dle projektové dokumentace bude budoucí terén oproti současnému stavu ještě navýšen18. Z kopie dopisu žalobkyně ze dne , datum,  ve věci „výpověď smlouvy o dílo ze dne , datum, - odmítnutí výpovědi“ vč. dodejky vyplývá, že tento byl žalovanému doručen dne , datum, . Žalobkyně v něm odmítá výpověď smlouvy žalovaným doručenou jí dne , datum, . Žalobkyně nicméně vyjadřuje připravenost jednat o ukončení smlouvy dohodou a dále se vyjadřuje ke konkrétním podmínkám tohoto ukončení navrženým žalovaným.19. Z kopie oznámení ke smlouvě o dílo ze dne , datum,  vč. podacího lístku vyplývá, že toto oznámení žalobkyně zaslala žalovanému dne , datum, . Vyzývala ho k převzetí provedených částí díla dle odst. 7.5. smlouvy o dílo, tj. provedené základy a základovou desku novostavby rodinného domu a garáže postavených na pozemku pare. č. , č. parc.,  v katastrálním území , adresa, . Rovněž žalovanému oznámila, že již staveniště plně vyklidila a umožnila mu tak nakládat s provedenou částí díla.20. Z kopie faktury , hodnota,  vyplývá, že tuto vystavila žalobkyně žalovanému dne , datum,  za provedené stavební práce na akci „, adresa,  k.ú., hodnota, , pp., č. parc.,  - novostavba RD včetně garáže, zhotovení hrubé stavby, včetně ocelové konstrukce, vyjma střešní konstrukce“ na částku 529 532 Kč splatnou dne , datum, .Žalobce dne , datum,  zaslal žalovanému doúčtování prací provedených na rodinném domě podle stavu ke dni , datum, .Žalobce staveniště dobrovolně vyklidil dne , datum, , když bylo zřejmé, že mu žalovaný přes výzvu neumožnil a neumožní dílo dokončit. Žalovaný část provedeného díla nepřevzal. Žalovanému však bylo a je umožněno s předmětem díla v místě plnění nakládat, což lze považovat za provedení díla, resp. jeho části.21. Z kopie dopisu právního zástupce žalovaného ze dne , datum,  vyplývá, že faktura , hodnota,  byla žalovanému doručena. Žalovaný nicméně odmítl její proplacení, neboť došlo k odstoupení od smlouvy o dílo a dosud nedošlo k vypořádání dopadů založení stavby žalobkyní.22. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je zaměstnancem žalobkyně a působil jako stavební technik na stavbě ve , adresa, . Řídil pracovní skupinu.Stavba probíhala přibližně v roce 2015. Začínala převzetím projektu a staveniště. Byly vytvořeny lavičky (pomocné body pro přípravu základů), poté byly vyhloubeny a vylity základy. Následovalo položení ležaté kanalizace, obezdění základů štípanými KB bloky a zalití betonem. Práce byly ukončeny po zhotovení základové desky dne , datum, .Na stavbě postupovali podle projektové dokumentace. Nemohl však potvrdit, zda došlo k odchylkám od projektu, nebo zda byly provedeny změny, protože si to již po dlouhé době nepamatuje. Případné změny by řešil se svým nadřízeným, panem , jméno FO, . Podbetonávka základové spáry se provádí pouze za určitých okolností, například pokud je základová spára nesourodá nebo mokrá, aby nedošlo k jejímu poškození. V případě stavby , adresa,  byla základová spára „zcela v pořádku“. Svědek si již nepamatuje, zda byla podbetonávka provedena.Na stavbě byly použity standardní materiály, například prostý beton, kari sítě (15x15, drát 5 nebo 6), hutněný štěrkopísek a zemnicí pásky. Armovací koše nebyly použity, protože to nebylo nutné. Použité trubky pro kanalizaci měly průměr minimálně 100 mm, což odpovídalo projektové dokumentaci. K betonu byly předávány dodací listy z betonárky, které byly přikládány k fakturám.Svědek identifikoval fotografie stavby , adresa, , zejména díky okolní zástavbě a materiálům na fotografiích.23. Z výpovědi svědka , jméno FO,  vyplývá:Pracoval jako zaměstnanec žalobkyně, a to od roku 2006 do , datum, , kdy odešel do důchodu. Na stavbě ve , adresa,  pracoval v roce 2015. Svědek má sešit, do kterého si píše od r. 1997, kde a kdy pracoval. Z daného sešitu si pro účely dnešního jednání pořídil výpisky týkající se stavby , adresa, , jejíž průběh na základě toho popsal následovně:Stavba začala vytvořením laviček dne , datum, . Svědek zaznamenal, že na této práci strávil 5 hodin., datum, : Byly realizovány práce na základech., datum, : Betonování základů., datum, : Příprava drátů do základové desky., datum, : Navezení a zhutnění písku, na který byla vylita betonová deska., datum, : Pokračování v dusání písku a betonáži základové desky., datum, : Provádění sond k ověření průběhu prací, což bylo v době, kdy již bylo zřejmé, že spolupráce skončí., datum, : Likvidace staveniště a stěhování.Svědek si nevybavuje konkrétní materiály použité při stavbě. Není schopen vysvětlit, co je to podbetonávka základové spáry. Na stavbě byl řízen mistrem panem , jméno FO, . Po nahlédnutí do fotodokumentace svědek identifikoval stavbu ve , adresa,  a poznal obě základové desky domu a garáže. Na fotografii z , datum,  identifikoval sám sebe jako osobu přítomnou na stavbě. Finální stav staveniště, zachycený na poslední fotografii, odpovídá jeho vzpomínkám.24. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je synem jednatele žalobkyně a v letech 2011 nebo 2012 až 2018 pro tuto společnost pracoval jako zaměstnanec. Na stavbě ve , adresa,  se podílel od fáze vytyčování stavby. Průběh prací na stavbě svědek popsal následovně:Stavba byla vytyčena společně s panem , jméno FO,  a , jméno FO, .Proběhlo vyhloubení základových pasů.Na stavbu byl svědkem nákladním autem dovážen materiál, včetně betonu z betonárky. Přesnou třídu betonu si svědek nevybavuje, ale uvádí, že práce probíhaly v souladu s projektovou dokumentací:Uzemnění pomocí zemnicích pásků a příprava na hromosvody.Použití ztraceného bednění.Realizace ležaté kanalizace a průchodů pro napojení kanalizace i elektřiny.Zavážení a zhutnění písku, položení sítí betonářské výztuže.Používání KB trubek pro kanalizaci.Svědek odjížděl ze stavby naposledy, když byla hotová základová deska. Další vývoj na stavbě nezná. Při nahlédnutí do fotodokumentace identifikoval sám sebe na první fotografii. Rozpoznal okolní domy i dvě základové desky domu a garáže. Identifikoval kolegu , jméno FO,  na jedné z fotografií a rovněž firemní vozidla žalobkyně. Svědek si nevzpomíná na žádné odchylky od projektové dokumentace, které by na stavbě proběhly.25. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je bývalým zaměstnancem žalobkyně, kde pracoval přibližně 8 let, a to až do roku 2020. Na stavbě ve , adresa,  působil v roce 2015 jako zedník.Stavba zahrnovala realizaci základových pasů a základových desek domu a garáže. Svědek se podílel na zednických pracích, jako bylo osazování ztraceného bednění, kopání, dusání a vylévání základové desky.Přesný technologický postup svědek nezná, protože se jako zedník nezabýval jeho podrobnostmi. Popsal standardní postup: vyhloubení a vylití základových pasů, položení zpevňovacích sítí, drátů, ztraceného bednění, zhutnění základové desky, následné položení dalších drátů a vylití základové desky. Práce skončily zhotovením základové desky.Svědek identifikoval sám sebe na fotografii z , datum, . Rozpoznal i další osoby přítomné na stavbě, konkrétně , jméno FO,  a , jméno FO, . U poslední fotografie uvedl, že zachycuje stav, kdy byla stavba dokončena.Svědek si nevybavuje konkrétní specifikace materiálů, protože tyto záležitosti neřešil ani neobjednával.26. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je bývalým zaměstnancem žalobkyně, pro kterou pracoval asi 10 let, a to až do roku 2022, kdy odešel do důchodu. Na stavbě , adresa,  působil jako zedník. Vše probíhalo přibližně v roce 2015. Používal se materiál jako beton, ztracené bednění, udělala se deska., základovou deskou to skončilo. Na dané stavbě se dělala zvlášť garáž. Pokud jde o konkrétní materiály, jež se používaly, jednalo se o beton, písek betonářský. Svědek nicméně nebyl schopen blíže specifikovat o jaký typ nebo třídu se jednalo. Pracovníků na stavbě bylo asi 5. Svědek ztotožnil fotodokumentaci stavby a na ní pana , jméno FO, .27. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je od roku 2014 zaměstnancem žalobkyně.Svědek působil na stavbě ve , adresa,  a vedl si průběžný deník o provedených pracích. Svědek začal na stavbě pracovat dne , datum, , kdy se zakládalo ztracené bednění. Dále byl na stavbě ve dnech 4., 5., 7., 11., 12., 13., 14., 18. a , datum, , kdy se provádělo průběžné betonování a navážení zásypu. Poslední den na stavbě byl , datum, , kdy byla vybetonována základová deska. Svědek neví, co se dělo na stavbě po tomto datu.Beton byl na stavbu přivážen mixem. Svědek nezná technické specifikace použitých materiálů.Svědek identifikoval fotodokumentaci stavby , adresa,  podle okolní přírody a umístění stavební buňky. Na jedné z fotografií poznal sám sebe v modrých montérkách a žlutých holínkách. Rovněž identifikoval kolegu , jméno FO,  v kostkované košili.28. Z výpovědi svědka , jméno FO,  vyplývá:Svědek je od roku 2014 zaměstnancem žalobkyně.Na stavbě ve , adresa, , která probíhala přibližně v roce 2015, působil jako zedník. Prováděl osazování ztraceného bednění, betonáž a práci s kary sítěmi. Na stavbě se také prováděla montáž kanalizace. Po fázi základových desek již na stavbě nepracoval. Přesné technické specifikace použitých materiálů svědek nezná a nebyl schopen je uvést. Svědkovi byla předložena fotodokumentace stavby, na které poznal sám sebe jako osobu ve žlutém tričku a oranžové kšiltovce. Rovněž identifikoval kolegu , jméno FO,  v kostkované košili. Svědek však nebyl schopen jednoznačně potvrdit, že se jedná o stavbu , adresa, , protože všechny stavby podle něj vypadají podobně.29. Z fotodokumentace stavby vyplývá její postup až do stádia, kdy byly připravené obě základové desky.30. Ze znaleckého posudku č. , hodnota,  zpracovaného dne , datum,  , tituly před jménem,  , jméno FO,  (znalec z oboru ekonomika, nikoli stavebnictví) vyplývá, že tento byl zadán žalovaným z důvodu pochybení zhotovitele při provedení základů budoucích staveb. Základy nebyly realizovány podle projektové dokumentace, protože byl použit pískový podsyp. Znalkyně proto stanovila cenu odvodnění základové spáry a z tohoto dovodila snížení ceny staveb (rodinného domu a garáže) o 762 981 Kč.31. Z vyjádření , právnická osoba,  ze dne , datum,  (č. l. 244 soudního spisu) vyplývá, že realizace díla odchylně od projektové dokumentace (neprovedení podbetonávky) nepředstavuje ze stavebně-technického hlediska vadu stavby. Není nyní důvodné realizovat drenáž kolem objektu, jak je navrženo ve znaleckém posudku , tituly před jménem,  , jméno FO,  č. č. , hodnota, . Takovýto postup je naopak rizikový. Provedením výkopu bezprostředně kolem celého objektu, jak je navrženo, se dnem výkopu min. 5 cm pod úroveň základové spáry a s nárůstem hloubky výkopu dané spádem drenážního potrubí, které je navrženo 1 cm na 1 metr, dojde k jejímu bočnímu obnažení a tím k negativní změně rozložení napětí pod základem. Při návrhu sanačního opatření nebylo vzato na zřetel, že základové pasy jsou betonovány přímo do terénu a realizace z tohoto důvodu bude podle zpracované projektové dokumentace problémová.32. Ze znaleckého posudku č. , hodnota,  zpracovaného dne , datum,  , tituly před jménem,  , jméno FO,  (znalec z oboru stavebnictví) vyplývá, že provedení základů neodpovídá projektové dokumentaci. Provedené úpravy nejsou vhodné a akumulací vod v základové spáře může dojít ke snížení únosnosti zemin v základové spáře. To se může projevit vznikem trhlin a dalších poruch v konstrukci objektu. Je nutno zajistit odvodnění základové spáry.33. Ze znaleckého posudku č. , hodnota,  zpracovaného dne , datum,  , tituly před jménem,  , jméno FO,  (znalec z oboru ekonomika, nikoli stavebnictví) vyplývá, že stavba nebyla provedena podle projektové dokumentace.Tento závěr se týká nejen nepodbetonování základových pasů. Dle projektové dokumentace měla být provedena podbetonovávka základové desky před položením výztuže (sítě) podkladním betonem v tl.80 mm-není provedeno. Základové pasy byly provedeny v horní části z tvárnic ztraceného bedněn, s výplní betonem a s výztuží. Toto řešení mělo být posouzeno projektantem, nebo statikem.Na základech, které nebyly provedeny dle projektové dokumentace byl postaven zde uváděný rodinný dům i garáž. Bez souhlasného vyjádření statika, nebo projektanta. Vizuální prohlídkou z komunikace není vidět, že by byly na domě nějaké vady a poruchy. Současný vlastník na dopis znalce neodpověděl. Znalec měl na vlastníka dotaz, zda stavba vykazuje nějaké vady, které by mihly souviset s chybným založením stavby. Lze tedy předpokládat, že stavba žádné vady ve vztahu s chybně provedenými základy nevykazuje.Znalec provedl kontrolu množství konstrukcí uváděné ve fakturaci žalobkyně porovnáním s projektovou dokumentací. Rozdíly ve výměrách (množství) jsou nepodstatné. Znalec nemohl porovnat skutečnost. Ze záznamu na CD a z fotodokumentace nelze množství (objemy) zemních prací a konstrukcí stanovit.34. Z kopie stanoviska geotechnika , tituly před jménem,  , jméno FO,  ze dne , datum,  vyplývá, že realizací vrstvy pískového podsypu základu předmětné novostavby rodinného domu byly porušeny zásady pro zamezení přístupu vody do podzákladí. Bezprostředně tak vzniká riziko podstatného snížení únosnosti základové spáry, sedání nebo i nerovnoměrného sedání. Extrémním případem by bylo prosednutí základové půdy, které by se mohlo projevit jako rychlé a značné sednutí základu.Důsledky, které je třeba případně očekávat v příčinné souvislosti s výše uvedenými riziky, jsou zejména ve vzniku trhlin ve svislých i vodorovných konstrukcích objektu (stěny, podlahy, stropy). Dílčí snížení rizik porušení konstrukcí je možno v případě dokonale tuhých základů schopných eliminovat účinky nerovnoměrného snížení únosnosti základové spáry. Extrémní sednutí (a to nejen nerovnoměrné) může mít za následek až porušení inženýrských sítí (vodovod, kanalizace, elektro, data atd.).Porušením zásad prevence přístupu vody do oblasti základové spáry a podzákladí sice není jednoznačně dáno, že k poruchám na stavebním objektu (v důsledku uvedeného pochybení) s jistotou dojde, riziko vzniku takových poruch však velmi podstatně roste. Toto platí z pohledu krátkodobého i dlouhodobého časového horizontu.35. Z kopie znaleckého posudku č. , hodnota,  zpracovaného dne , datum,  , tituly před jménem,  , jméno FO,  (znalec z oborů stavebnictví a ekonomika) a jeho doplňku ze dne , datum,  stvrzených výslechem znalce dne , datum,  vyplývá, že zhotovitel provedl spodní stavbu (základy včetně železobetonových desek) rodinného domu a garáže, spolu s přidruženými úpravami (kanalizace, elektrické instalace). Nebyla realizována celá hrubá stavba ani další části jako střešní konstrukce.Projektová dokumentace vyžadovala podbetonování betonových pasů v tloušťce 5 cm. Místo toho byl použit štěrkový podsyp.Podle místního šetření a venkovní prohlídky z roku 2023 nebyly na stavbě shledány žádné vady ani problémy v souvislosti s chybně provedenými základy. Kvalitu a objemy provedených dodávek a prací nelze zpětně ověřit bez použití destruktivních metod (sondy, bourání podlah atd.). K těm znalec nepřistoupil s ohledem na rozsah souvisejících zásahů do práv současných uživatelů staveb a s ohledem na výši nákladů spojených s odstraněním následků takovýchto postupů. Znalec proto v tomto ohledu vycházel z projektové dokumentace.Žalobce vyúčtoval 529 672,14 Kč za provedené práce, což odpovídalo rozpočtu po připočtení víceprací. Cena prací a dodávek realizovaných dle rozpočtu (bez víceprací) činila 499 880 Kč.Spodní stavba byla po osmi letech shledána jako funkční, bez vad, a slouží k zamýšlenému účelu. Tato situace potvrzuje, že změna v provedení základů (štěrkový podsyp místo podbetonování) neměla negativní vliv na kvalitu ani funkčnost stavby.36. Z kopie předžalobní výzvy k plnění ze dne , datum,  vč. podacího archu vyplývá, že žalobkyně prostřednictvím svého právního zástupce vyzvala žalovaného k úhradě dluhu, jenž je předmětem tohoto řízení. Předžalobní výzva byla žalovanému zaslána prostřednictvím poštovního doručovatele dne , datum, .37. Na základě výše uvedených skutkových zjištění učinil soud následující závěr o skutkovém stavu:Smlouva o dílo byla uzavřena , datum,  mezi žalobkyní (zhotovitelkou) a žalovaným (objednatelem) na zhotovení hrubé stavby rodinného domu a garáže, přičemž střešní konstrukce nebyla předmětem díla.Stavba probíhala od března do května 2015 a zahrnovala vytvoření základových pasů, základových desek, instalaci kanalizace, ztracené bednění a přípravu spodní stavby. Byly použity standardní stavební materiály, včetně štěrkopískového podsypu místo podbetonování, jak bylo vyžadováno projektovou dokumentací. Práce byly ukončeny na úrovni základové desky, staveniště bylo vyklizeno dne , datum, .Žalovaný odstoupil od smlouvy dne , datum,  s odkazem na vady provedení (neprovedení podbetonování a nesprávné řešení základové spáry). Vytýkal, že provedení štěrkového podsypu zvyšuje riziko nerovnoměrného sedání základů a následného poškození stavby. Žalobkyně namítala, že provedené práce odpovídají smlouvě a že odchylky byly technicky i prakticky obhajitelné.Provedení základů se odchylovalo od projektové dokumentace, což potenciálně mohlo zvýšit riziko výskytu vad staveb v budoucnu. Stavby však ani po osmi letech nevykazovaly vady a plně sloužily svému účelu.Žalobkyně vystavila fakturu na částku 529 672,14 Kč, odpovídající provedeným pracím. Žalovaný ji odmítl uhradit. Hodnota žalobkyní provedených prací a dodávek dle rozpočtů, na něž smlouva o dílo odkazuje, činila 499 880 Kč. Zbytek fakturované částky činí hodnota víceprací.Žalobkyně žalovaného vyzvala k převzetí díla, což žalovaný odmítl. Přesto mohl s dílem disponovat a reálně tak i činil, neboť stavby byly následně dokončeny bez žalobkyně.38. Z ostatních provedených důkazů nezjistil soud nic rozhodného pro posouzení skutkového stavu. Uvedené důkazy hodnotil soud jednotlivě i v jejich vzájemné souvislosti, přičemž má za to, že prokazují zjištěný skutkový stav a další dokazování by již bylo v rozporu se zásadou rychlosti a hospodárnosti řízení.Právní hodnocení39. Podle § 1987 odst. 2 zákona č. 89/2012 Sb., občanský zákoník, ve znění pozdějších předpisů („o. z.“), pohledávka nejistá nebo neurčitá k započtení způsobilá není.40. Dle § 2004 odst. 1 o. z. odstoupením od smlouvy se závazek zrušuje od počátku.41. Dle § 2004 odst. 2 o. z., plnil-li dlužník zčásti, může věřitel od smlouvy odstoupit jen ohledně nesplněného zbytku plnění. Nemá-li však částečné plnění pro věřitele význam, může věřitel od smlouvy odstoupit ohledně celého plnění.42. Dle § 2586 odst. 1 o. z. se smlouvou o dílo zhotovitel zavazuje provést na svůj náklad a nebezpečí pro objednatele dílo a objednatel se zavazuje dílo převzít a zaplatit cenu.43. Dle § 2620 odst. 1 o. z., je-li cena ujednána pevnou částkou, nebo odkazem na rozpočet, který je součástí smlouvy nebo byl objednateli sdělen zhotovitelem do uzavření smlouvy, nemůže ani objednatel ani zhotovitel žádat změnu ceny proto, že si dílo vyžádalo jiné úsilí nebo jiné náklady, než bylo předpokládáno.44. Dle § 2621 odst. 1 o. z., bylo-li dílo zadáno podle rozpočtu, nemůže zhotovitel požadovat zvýšení ceny za dílo, ani mají-li rozsah nebo nákladnost práce za následek překročení rozpočtu.45. Dle § 2622 odst. 1 o. z., byla-li však cena určena na základě rozpočtu daného s výhradou, že se nezaručuje jeho úplnost, nebo s výhradou, že rozpočet je nezávazný, může zhotovitel požadovat zvýšení ceny, objeví-li se v případě rozpočtu s výhradou nezaručené úplnosti při provádění díla potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření smlouvy, a v případě rozpočtu s výhradou nezávaznosti, oč nevyhnutelně převýší náklady účelně vynaložené zhotovitelem náklady zahrnuté do rozpočtu. Nesouhlasí-li objednatel se zvýšením ceny, určí zvýšení ceny na návrh zhotovitele soud.46. Dle § 2622 odst. 2 o. z. zaniká zhotoviteli nárok na určení zvýšení ceny podle odstavce 1, jestliže neoznámí nutnost překročení rozpočtované částky a výši požadovaného zvýšení ceny bez zbytečného odkladu poté, kdy se při provádění díla ukázala jeho nevyhnutelnost.47. Žalobkyně uzavřela jakožto zhotovitel s žalovaným jakožto objednatelem výše uvedenou smlouvu o dílo dle § 2586 odst. 1 o. z., jejímž předmětem bylo zhotovení hrubé stavby rodinného domu a garáže. Cena díla byla stanovena dle rozpočtu, a to jako cena pevná ve vztahu k jednotlivým položkám (čl. 5 odst. 2 smlouvy o dílo). Zároveň ovšem smlouva umožňovala zhotoviteli požadovat zvýšení ceny, objeví-li se potřeba činností do rozpočtu nezahrnutých, pokud nebyly předvídatelné v době uzavření smlouvy (čl. 5 odst. 3 smlouvy o dílo). Daný rozpočet byl tedy sjednán s výhradou neúplnosti dle § 2622 odst. 1 o. z.48. Z provedeného dokazování vyplynulo, že žalobkyně provedla jen část sjednaného díla. Konkrétně zhotovila základové desky rodinného domu i garáže. V rozporu s projektovou dokumentací, a tedy i se samotnou smlouvou o dílo (čl. 3 odst. 3 této smlouvy), nicméně neprovedla podbetonávku. Žalovaný z tohoto důvodu od smlouvy odstoupil a žalobkyně následně staveniště vyklidila. Žalovaný nicméně jejího plnění (základy obou staveb) následně využil, ve stavbě pokračoval a jak rodinný dům, tak i garáž následně dostavěl a prodal.49. Z tohoto je jednak zřejmé, že realizace předmětné smlouvy o dílo (jeho zhotovování) byla ukončena a není možné její další plnění žalobkyní (dostavění rodinného domu a garáže, které již stojí). Smlouva o dílo tedy nepochybně zanikla, a to nejpozději právě touto následnou nemožností plnění (§ 2006 odst. 1 o. z.). Žalobkyní realizovaná část díla ovšem pro žalovaného měla význam, neboť na ní byly stavby dokončeny. I kdyby tedy žalovaný od smlouvy o dílo odstoupil platně a tato nezanikla až na základě výše popsané následné nemožnosti plnění, nemohlo by to mít dle § 2004 odst. 2 o. z. význam z hlediska plnění již poskytnutého a jeho ceny. Lze tak uzavřít, že žalovanou částku není namístě posuzovat v režimu bezdůvodného obohacení, ale jakožto plnění na základě smlouvy dle § 2586 odst. 1 o. z.50. Pro úplnost lze v tomto ohledu uvést, že i kdyby se měl hypoteticky uplatnit režim bezdůvodného obohacení, nemělo by to na výši peněžitého plnění žalovaného vliv s ohledem na § 2999 odst. 2 o. z.51. Pro rozhodnutí v projednávané věci je tedy podstatné, v jakém rozsahu bylo žalobkyní plněno, a následné ocenění tohoto částečného plnění dle smlouvy o dílo. Ta pro tyto účely odkazuje na položkové rozpočty obou staveb, jejichž krycí listy byly účastníky podepsány spolu s ní (viz body 13 a 14 odůvodnění tohoto rozsudku).52. Z provedeného dokazování vyplynulo, že žalobkyně realizovala dílo v rozsahu položek obou rozpočtů odpovídajícím celkové ceně 499 880 Kč (viz bod 35 odůvodnění tohoto rozsudku). Rovněž bylo prokázáno, že toto plnění bylo pro žalovaného plně využitelné a nevedlo ani s odstupem 8 let k výskytu vad na kterékoli ze staveb. Lze tak konstatovat, že (částečné) plnění žalobkyně je ze stavebně-technického hlediska plně funkční a má všechny vlastnosti potřebné pro realizaci účelu smlouvy o dílo.53. Znalci sice nebyli s to ověřit reálný rozsah a kvalitu prací a dodávek, které musela žalobkyně vynaložit, aby splnila dílo v rozsahu účtovaných položek obou rozpočtů. To ale není pro posouzení věci podstatné. Ceny jednotlivých položek totiž byly sjednány jako pevné (čl. 5 odst. 2 smlouvy o dílo). Ani žalovaný jakožto objednatel tak nemůže dle § 2620 odst. 1 o. z. žádat změnu ceny proto, že si případně dílo, resp. jednotlivé položky rozpočtů, vyžádaly jiné úsilí nebo jiné náklady, než bylo předpokládáno. Pro úplnost je třeba v tomto ohledu dodat, že znalci shodně konstatovali, že bližší zkoumání rozsahu a kvality poskytnutého plnění by si vyžádalo aplikaci destruktivních metod. Jejich negativní dopady na práva současných uživatelů staveb a tyto stavby samotné by přitom byly neúměrné ve vztahu k hodnotě předmětu tohoto sporu. Trvání na takovémto dokazování by se příčilo zásadě hospodárnosti řízení a nerespektovalo by práva třetích osob (§ 1 in fine zákona č. 99/1963 Sb., občanský soudní řád, v platném znění („o. s. ř.“). Je tomu tak tím spíše, že ani žalovaný žalobkyni žádné konkrétní nedostatky v tomto ohledu nevytýkal, resp. jí vytkl pouze neprovedení podbetonávky. Tu mu ovšem žalobkyně nikdy neúčtovala a cena takovéhoto plnění (položky rozpočtu) není předmětem tohoto řízení.54. Nad rámec částky 499 880 Kč žalobkyně žalovanému účtovala též cenu víceprací, které nebyly podchyceny v rozpočtech. To je a priori možné, neboť rozpočet byl sjednán s výhradou neúplnosti dle § 2622 odst. 1 o. z. (viz bod 47 odůvodnění tohoto rozsudku). Aby však takováto fakturace byla odůvodněná, musela by žalobkyně dodržet postup dle § 2622 odst. 2 o. z., tj. žalovanému jakožto objednateli oznámit nutnost překročení rozpočtované částky a výši požadovaného zvýšení ceny bez zbytečného odkladu poté, kdy se při provádění díla ukázala jeho nevyhnutelnost. To se zjevně nestalo a žalovaný nebyl o tomto před fakturací informován (viz bod 16 odůvodnění tohoto rozsudku). Případný nárok žalobkyně na určení zvýšení ceny tím ovšem zanikl dle § 2622 odst. 2 o. z. Nutno navíc dodat, že žalobkyně ani nedodržela podmínky fakturace víceprací, neboť tyto měly být dle čl. 6 odst. 4 smlouvy o dílo účtovány zvlášť.55. Uplatňovaný nárok tak nelze přiznat v rozsahu v němž jistina přesahuje částku 499 880 Kč. Stejně tak z podstaty věci nelze přiznat ani příslušenství k této části jistiny náležející. V tomto rozsahu tedy byla žaloba zamítnuta (výrok I.).56. Co do částky 499 880 Kč byl naopak nárok žalobkyně dán. Žalovaná nicméně v rámci své procesní obrany uplatnila námitku započtení svého nároku na náhradu škody (viz bod 10 odůvodnění tohoto rozsudku). Proto se soud dále zabýval otázkou, zda uplatňovaný nárok mohl zaniknout započtením.57. Škoda na straně žalovaného měla spočívat ve slevě z kupní ceny předmětného rodinného domu a garáže, na které se žalovaný dohodl s třetí stranou (kupujícím) při následném prodeji předmětných nemovitostí. Již z tohoto je zřejmé, že absentuje příčinná souvislost mezi takto pojímanou škodou a jednáním/opominutím žalobkyně. Ta se totiž nijak nepodílela na sjednání předmětné slevy (ani smluvních pokut, z nichž sleva vycházela (viz bod 10 odůvodnění tohoto rozsudku). Z provedeného dokazování vyplynulo, že neprovedení podbetonávky základové spáry žalobkyní nemělo negativní následky na stavby rodinného domu a garáže jako celku a tyto nevykazují stavebně technické poruchy. Za daných okolností tak z podstaty věci nelze o škodách v této souvislosti hovořit.58. Pokud se žalovaný domnívá, že chybějící podbetonávka vedla ke snížení ceny staveb rodinného domu a garáže (přestože jsou i bez ní ze stavebně technického hlediska plně funkční, nevykazují poruchy a plní svůj účel), resp. částečného plnění žalobkyně, a chtěl být za to finančně kompenzován, bylo namístě takovýto nárok uplatnit v režimu odpovědnosti žalobkyně za vady (nárok na slevu z ceny díla dle § 2106 odst. 1 písm. c) o. z., resp. § 2107 odst. 1 o. z. ve spojení s § 2615 odst. 2 o. z.). Žalovaný však takto nepostupoval. Naopak sám vyhodnotil, že na daných základových deskách lze stavět, a předmětné (částečné) plnění žalobkyně fakticky přijal, když na něm následně jak rodinný dům, tak i garáž skutečně postavil. Je otázkou, proč by takovéto částečné plnění žalobkyně (v hodnotě přibližně 0,5 milionu Kč) přijímal a dále na něm stavěl, když by mu následkem toho měla vzniknout škoda přes 1 milion Kč.59. Ostatně výše započítávané pohledávky (stanovená dohodou žalovaného s třetí stranou – kupujícím) je dalším problémem. Žalovaný se v tomto ohledu odvolává na znalecký posudek č. , hodnota,  zpracovaný dne , datum,  , tituly před jménem,  , jméno FO,  (viz bod 30 odůvodnění tohoto rozsudku). Ta při jeho zpracování postupovala tak, že nejprve sama navrhla postup nápravy (odvodnění základové spáry), byť k tomu nebyla odborně způsobilá (znalec z oboru ekonomika, nikoli stavebnictví). Jeho oceněním pak vyčíslila snížení ceny předmětných nemovitostí. Jí zvolený postup nápravy byl následně podroben kritice ze strany znalců z oboru stavebnictví (viz bod 31 odůvodnění tohoto rozsudku). Předmětné vyčíslení , tituly před jménem,  , jméno FO,  tedy nelze přijmout. I z tohoto hlediska je tedy pohledávka uplatňovaná žalovaným v rámci námitky započtení přinejmenším nejistá a neurčitá a jako taková není k započtení způsobilá dle § 1987 odst. 2 o. z.60. Námitka započtení uplatněná žalovaným tak nemůže mít z výše uvedených důvodů na rozhodnutí ve věci samé vliv a jistinu 499 880 Kč lze přiznat.61. Vzhledem k tomu, že žalovaný nezaplatil výše uvedenou částku 499 880 Kč do rozhodnutí soudu, octl se s placením dluhu v prodlení a soud proto žalobkyni přiznal i úroky z prodlení dle § 1970 o. z. ve výši stanovené nařízením vlády č. 351/2013 Sb. Žalovaný úrok z prodlení přitom začal k jistině přirůstat na základě vystavené faktury, jejíž splatnost odpovídala čl. 6 odst. 5 smlouvy o dílo a jež byla žalovanému prokazatelně doručena (viz bod 21 odůvodnění tohoto rozsudku). Soud tedy žalobě v tomto rozsahu vyhověl (výrok II.).62. O náhradě nákladů řízení rozhodl soud výrokem III. podle § 142 odst. 2 o. s. ř. tak, že přiznal žalobkyni, jež byla v řízení úspěšná, nárok na náhradu nákladů řízení v částce 266 548,66 Kč, přičemž tato částka představuje 88,8 % z jejich celkové výše (rozdíl úspěchu v řízení v rozsahu 94,4 % a úspěchu žalovaného v rozsahu 5,6 %). Tyto náklady sestávají ze zaplaceného soudního poplatku v částce 26 477 Kč a nákladů zastoupení advokátem, kterému náleží odměna stanovená dle § 6 odst. 1 a § 7 vyhlášky č. 177/1996 Sb., advokátního tarifu, (dále jen „a. t.”) z tarifní hodnoty ve výši 529 532 Kč sestávající z částky 10 420 Kč za převzetí a přípravu zastoupení dle § 11 odst. 1 písm. a) a. t., z částky 10 420 Kč za výzvu k plnění se základním skutkovým a právním rozborem předcházející návrhu ve věci samé dle § 11 odst. 1 písm. d) a. t., z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 20 840 Kč (2 x 10 420 Kč) za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum, , z částky 10 420 Kč za písemné podání nebo návrh ve věci samé dle § 11 odst. 1 písm. d) a. t. ze dne , datum,  a z částky 10 420 Kč za účast na jednání soudu dle § 11 odst. 1 písm. g) a. t. ze dne , datum,  včetně sedmnácti paušálních náhrad výdajů po 300 Kč dle § 13 odst. 4 a. t. a daň z přidané hodnoty ve výši 21 % z částky 182 240 Kč ve výši 38 270,40 Kč a dále zálohy na náklady spojené se zpracováním znaleckého posudku ze dne , datum,  dle § 141 odst. 1 o. s. ř. v částce 8 180 Kč (zkonzumovaná část zálohy 17 000 Kč) a zálohy na náklady spojené se zpracováním znaleckého posudku ze dne , datum,  dle § 141 odst. 1 o. s. ř. v částce 45 000 Kč.","information":[{"texts":[{"text":"Proti tomuto rozsudku lze podat odvolání do 15 dnů ode dne doručení jeho písemného vyhotovení, a to k Městskému soudu v Praze, prostřednictvím Obvodního soudu pro Prahu 1. Odvolání je třeba podat ve dvojím vyhotovení.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null},{"texts":[{"text":"Nesplní-li žalovaný povinnosti uložené mu tímto rozsudkem v uvedených lhůtách, může se žalobkyně domáhat po jeho právní moci výkonu rozhodnutí u soudu.","anonStyle":"NONE"}],"styleLocalId":3,"tableCellInfo":null}],"metadata":{"type":"JUDGEMENT","ecli":"ECLI:CZ:OSPH01:2025:38.C.220.2015.652","publishedAt":"2026-11-02","decisionAt":"2025-01-06","caseNumber":{"senate":38,"registry":"C","index":220,"year":2015,"pageNumber":652},"solver":{"titlesBefore":"JUDr.","firstName":"David","lastName":"Štamberk","titlesAfter":"Ph.D.","function":"soudce"},"courtCode":"OSPH01","caseResultType":["VYHOVENI","ZAMITNUTI"],"caseSubject":"o zaplacení 529.532,- Kč s 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