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Msto PS  I ODI Kontaktn osoba  telefon, fax e-mail Poznmka :JKSO :Rekapitulace stavebnho objektu Projektant : 4Rekapitulace stavebnch objekto a provoznch souboro* slo a nzev objektu / provoznho souboruJKSOPo etCena Zadavatel : Zkl. daje)Soupis stavebnch prac, dodvek a slu~ebTYdnk stavebnch objekto:Objekt :Polo~kov rozpo et S:O:R:P. .  slo polo~ky Nzev polo~kyMJmno~stv cena / MJcelkemVe vaech listech tohoto souboru mo~ete mnit pouze buHky s modrm pozadm. Jedn se o tyto daje : - daje o firm - jednotkov ceny polo~ek zadan na maximln dv desetinn mstaCO6Kanalizace DYevnovice DYevnoviceObec DYevnoviceCENTROPROJEKT GROUP a.s.`tefnikova 167 Zln-Zln760010164354100547905Ostatn a vedleja nklady00Vedleja a ostatn nkladyCelkem za stavbuRekapitulace DPHZklad pro DPH%DPHCelkem za stavbu s DPH)1. PODMNKY PRO ZPRACOVN NABDKOV CENY Preambule{Tento soupis stavebnch prac, dodvek a slu~eb je sestaven jako podklad pro zpracovn nabdek dodavatelo na veYejnou zakzku na stavebn prce a obsahuje podmnky a po~adavky zadavatele, za kterch m bt zpracovna nabdkov cena dodavatelo. elem tohoto soupisu je zabezpe it obsahovou shodu vaech nabdkovch cen a usnadnit nsledn posouzen pYedlo~ench cenovch nabdek.`PYedpokld se, ~e dodavatel pYed zpracovnm cenov nabdky pe liv prostuduje vaechny pokyny a podmnky pro zpracovn nabdkov ceny obsa~en v zadvacch podmnkch a bude se jimi pYi zpracovn nabdkov ceny Ydit. Soupis stavebnch prac, dodvek a slu~eb je sestaven v souladu s podmnkami vyhlaky Ministerstva pro mstn rozvoj .230/2012 Sb.  Vymezen nkterch pojmoYPro ely zpracovn nabdkov ceny se jsou pou~ity nkter pojmy, pod ktermi se rozum:( Soupisem stavebnch prac dodvek a slu~eb dokument, ve kterm jsou definovny zadavatelem po~adovan stavebn prce, dodvky a slu~by v podrobnostech nezbytnch pro zpracovn cenov nabdky dodavatele. Soupis obsahuje i vymezen po~adovanho mno~stv stavebnch prac, dodvek a slu~eb.Cenovou soustavou uspoYdan soubor informac o stavebnch a mont~nch pracch, materilech a vrobcch obsahujc zatYdn polo~ek, podrobn popis a mrnou jednotku, zposob mYen a dala technick a cenov podmnky pro mo~nost stanoven jednotkov ceny. Ostatnmi nklady nklady dodavatele spojen se splnnm povinnost dodavatele vyplvajcch z obchodnch i jinch podmnek zadvac dokumentace. PatY do nich zejmna nklady na vyhotoven dokumentace skute nho proveden stavby, nklady na geodetick zamYen dokon enho dla, nklady spojen s podmnkami pro publicitu projektu, nklady na dlenskou i vrobn dokumentaci apod. Polo~kovm rozpo tem dokument odpovdajc svm obsahem a strukturou soupisu stavebnch prac, dodvek a slu~eb, pYedanho zadavatelem dodavateli ke zpracovn nabdky, v nm~ dodavatel dopln k jednotlivm polo~km stavebnch prac, dodvek nebo slu~eb svoje nabdkov jednotkov ceny a stanov i celkovou nabdkovou cenu pYsluan polo~ky a dle stanov nabdkov ceny dle struktury soupisu a~ po celkovou nabdkovou cenu za veaker stavebn prce, dodvky nebo slu~by, kter jsou obsahem soupisu stavebnch prac, dodvek a slu~eb.Z Vedlejami nklady nklady na innost zhotovitele, kter nejsou zahrnuty v polo~kch soupisu stavebnch prac, dodvek nebo slu~eb, ale se zhotovenm stav-by souvis a jsou pro realizaci stavby nezbytn. Nkdy se definuj jako vedleja rozpo tov nklady a zahrnuj zejmna nklady na vybudovn, provoz a odstrann zaYzen staveniat. Cenov soustava Pou~it cenov soustavaSoupisy stavebnch prac, dodvek a slu~eb jsou zpracovny s pou~itm cenov soustavy zpracovan spole nost RTS, a.s.. Polo~ky z cenov soustavy maj uveden odkaz na cenovou soustavu v etn ozna en pYsluanho cenku. Technick podmnkyObsah jednotlivch polo~ek, zposob mYen a ostatn dala podmnky definujc obsah a pou~it jednotlivch polo~ek jsou obsa~eny v cenovch a technickch podmnkch pYsluanch cenko (viz zaYazen u polo~ky), kter jsou voln dostupn n< a elektronick adrese www.cenovasoustava.czIndividuln polo~kyPolo~ky soupisu prac, kter cenov soustava neobsahuje, jsou ozna eny popisem  vlastn . Pro tyto polo~ky jsou cenov a technick podmnky definovny jejich popisem, pYpadn odkazem na konkrtn st pYsluan dokumentace.! Zvaznost a zmna soupisu Zvaznost soupisu Poskytnut soupisy jsou pro zpracovn nabdkov ceny zvazn. Je vylou eno jakkoliv vyYazen polo~ek ze soupisu, doplnn polo~ek do soupisu, slu ovn polo~ek a jakkoliv zsah do popisu polo~ky, mno~stv mrnch jednotek nebo jakkoliv mnit i upravovat jakkoliv jin daj v soupisu.6 Zvlatn podmnky pro stanoven nabdkov ceny9 PYeprava vybouranch hmot, suti a vyt~en zeminy&Pokud soupis obsahuje i nkter technologick polo~ky vztahujc se k ulo~en vyt~en zeminy nebo vybouranch hmot, vodorovn pYesuny zeminy nebo vybouranch hmot pak v takovch pYpadech zpracovatel soupisu pYedpokld ur itou pYepravn vzdlenost. Pokud z technologickho postupu dodavatele vyplv jin pYepravn vzdlenost, je povinnost dodavatele stanovit takovou jednotkovou cenu, aby celkov cena polo~ky odpovdala jeho konkrtnm technologickm podmnkm a konkrtn pYepravn vzdlenosti, pYi soupisem vymezenm mno~stv mrnch jednotek.5 Vnitrostaveniatn pYesun stavebnho materilurPokud soupis obsahuje i polo~ky vztahujc se ke vnitrostaveniatnmu pYesunu materilo (polo~ky ozna en jako pYesun hmot), pak v takovch pYpadech je povinnost dodavatele stanovit takovou jednotkovou cenu, aby celkov cena polo~ky odpovdala jeho konkrtnm technologickm podmnkm a konkrtn pYepravn vzdlenosti, pYi soupisem vymezenm mno~stv mrnch jednotek.Vnitrostaveniatn pYesun hmot prac PSV (pomocn stavebn vroba) mo~e bt v soupisu stanoven procenticky z hodnoty ceny za proveden pYsluanch Yemeslnch prac, dodvek a slu~eb. V takovm pYpad nen v soupisu uvedeno mno~stv mrnch jednotek. Dodavatel ocen celkovou cenu u takov polo~ky pYesunu hmot v~dy konkrtn stkou v K , bez ohledu na to, jakm zposobem k jejmu vpo tu dospl.+ PYplatky za zt~en podmnky pracPokud soupis polo~ku pYplatku za zt~en podmnky obsahuje, je dodavatel povinen ji ocenit bez ohledu na to, ~e tento pYplatek dodavatel standardn neuplatHuje." Vedleja a ostatn nkladyTyto nklady jsou popsny v samostatnm soupisu stavebnch prac, dodvek a slu~eb s tm, ~e dodavatel je povinen v rmci tchto nklado ocenit vaechny definovan nklady souhrnn pro celou stavbu.42. SPECIFICK PODMNKY PRO ZPRACOVN NABDKOV CENYQZde dopln zpracovatel soupisu pYpadn specifika tkajc se konkrtn zakzky.3. ELEKTRONICK PODOBA SOUPISU# Elektronick podoba soupisuV souladu se zkonem jsou pYedlo~en soupisy zpracovny i v elektronick podob. Elektronickou podobou soupisu stavebnch prac, dodvek a slu~eb je formt MS EXCEL.hPopis formtu soupisu odpovd svou strukturou vzorovmu soupisu voln dostupnmu na internetov adrese:www.stavebnionline.cz/soupis. Zpracovn elektronick podoby soupisujPYedan formt MS EXCEL je nepYstupnm (uzam enm) souborem, do kterho dodavatel doplHuje pouze jednotkov ceny ke vaem polo~km. Ostatn cenov daje, jako celkov cena polo~ky, mezisou ty za stavebn i funk n dly nebo sou ty celkov ceny stavebnho objektu, jako~ i cena stavby jsou vsledkem vlo~ench matematickch vzorco v pYsluanch pozicch souboru. Jin formt soupisuPokud by kterkoliv dodavatel ml problmy s pYedanm formtem, lze na po~dn poskytnout soupis stavebnch prac tak ve formtu *.xml, co~ je standardn formt pou~van pro pYenosy dat. Dokumentace tohoto formtu je voln pYstupn na webovch strnkch MMR. Zvre n ustanoven`Ostatn podmnky vztahujc se ke zpracovn nabdkov ceny jsou uvedeny v zadvac dokumentaci.Rekapitulace dlo sloNzevCelkemVNVedleja nkladyONOstatn nklady Cena celkemNAKRozsah:+Rekapitulace soupiso nle~ejcch k objektuSoupis Cena (K )016066VRN a ON Celkem objektCelkem za objekt s DPH%Soupis vedlejach a ostatnch nkladoCenk Cen. soustava#LevelZatrideniCeniku#Cenk, kapitolaPoznmka uchaze eDl:DIL 005111020RVyty en stavbySouborRTSPOLVyhotoven protokolu o vyty en stavby se seznamem souYadnic vyty ench bodo a jejich poloho< pisnmi (S-JTSK) a vakopisnmi (Bpv) hodnotami. 005111021RVyty en in~enrskch stpZamYen a vyt en stvajcch in~enrskch st v mst stavby z hlediska jejich ochrany pYi provdn stavby.005121 RZaYzen staveniat 005121036R+Odstrann zaYzen staveniat pro JKSO 827]Odvoz kontejnero pro skladovn a uveden zpevnnch ploch pro skladovn do povodnho stavu.PYpadn ohumusovn._Odvoz mobilnch bunk socilnho zaYzen, nebo uveden do povodnho stavu prostor pronajatch.kOdvoz mobilnch kancelY stavby a technickho dozoru, nebo uveden do povodnho stavu prostor pronajatch.!Odvoz provizornch mosto a lvek.{Zruaen vnitrostaveniatnho rozvodu energie v etn rozvad o a osvtlen staveniat (v etn sto~ro a osvtlovacch tles).Odvoz nhradnho zdroje. 005122020R)Silni n, ~elezni n i kolejov provoz Nklady na zt~en provdn stavebnch prac v dosledku nepYeruaenho dopravnho provozu na staveniati nebo v jeho bezprostYednm okol. 005124010RKoordina n innost7Koordinace stavebnch a technologickch dodvek stavby.00511 RGeodetick prce 005211010RPYedn a pYevzet staveniatFNklady spojen s ast zhotovitele na pYedn a pYevzet staveniat. 005211020R2Ochrana stvajcch in~enrskch st na staveniatNklady na pYezkoumn podklado objednatele o stavu in~enrskch st probhajcch staveniatm nebo dot enmi stavbou i mimo zem staveniat, kontrola vyt en jejich skute n trasy a proveden ochrannch opatYen pro zabezpe en stvajcch in~enrskch st. 005211030RDo asn dopravn opatYen Nklady na vyhotoven nvrhu do asnho dopravnho zna en, jeho projednn s dot enmi orgny a organizacemi, dodn dopravnch zna ek a svteln signalizace, jejich rozmstn a pYemseovn a jejich dr~ba v probhu vstavby v etn nslednho odstrann po ukon en stavebnch prac. 005211040R(U~vn veYejnch ploch a prostranstv Nklady a poplatky spojen s u~vnm veYejnch ploch a prostranstv, pokud jsou stavebnmi pracemi nebo souvisejcmi innostmi dot eny, a to v etn u~vn ploch v souvislosti s ulo~enm stavebnho materilu nebo stavebnho odpadu. 005231010RRevizenklady spojen s provedenm vaech technickmi normami pYedepsanch zkouaek a reviz stavebnch konstrukc nebo stavebnch prac. 005231011Kanaliza n YdsouborVlastnPOL_NEZ 005231020R#Individuln a komplexn vyzkouaenoNklady na individuln zkouaky dodanch a smontovanch technologickch zaYzen v etn komplexnho vyzkouaen. 005231030RZkuaebn provoz Nklady zhotovitele na ast na zkuaebnm provozu v etn vaech rizik vyplvajcch z nutnosti zsahu i prav zkouaenho zaYzen. 005231040R Provozn YdyNklady zhotovitele na vypracovn provoznch Ydo pro zkuaebn i trval provoz v etn nklado na pYedn vaech nvodo k obsluze a dr~b pro technologick zaYzen a v etn zaakolen obsluhy objednatele. 005241010R!Dokumentace skute nho proveden Nklady na vyhotoven dokumentace skute nho proveden stavby a jej pYedn objednateli v po~adovan form a po~adovanm po tu. 005241020R*Geodetick zamYen skute nho proveden lNklady na proveden skute nho zamYen stavby v rozsahu nezbytnm pro zpis zmny do katastru nemovitost.00599=klid staveniat pYed protokolrnm pYednm a pYevzetm dlaFGeodetick zamYen roho stavby, stabilizace bodo a sestaven lavi ek.rUveden zpevnnch ploch pro osazen objekto socilnho zaYzen staveniat a kancelY stavby do povodnho stavu.Celkem za objektRekapitulace soupisu Stavebn dl Celkem soupisList obsahuje:1) Kryc list rozpo tu2) Rekapitulace rozpo tu 3) Rozpo et Zpt na list:Rekapitulace stavby7optimalizovno pro tisk sestav ve formtu A4 - na vaku>> skryt sloupce <<&{064720f5-316d-4267-9d91-2731dedc1ca1}2KRYC LIST ROZPO TUDv --- n~e se nachzej doplnkov a pomocn daje k sestavm --- vFalseStavba:Objekt:JKSO:CC-CZ:Msto:Datum: Objednatel:I :obec DYevnoviceDI : Zhotovitel:bude ur en vbrem Projektant:Centroprojekt group a.s. Zpracovatel: Poznmka:Nklady z rozpo tu Cena bez DPHzkladnzesn~enzkl. pYenesensn~. pYenesennulov Cena s DPHvCZKMJ 1[m]: ZRN/MJ 1:Rozpo et/MJ 1: Projektant ZpracovatelDatum a podpis:Raztko Objednavatel ZhotovitelREKAPITULACE ROZPO TU Kd - PopisCena celkem [CZK]1) Nklady z rozpo tu-1HSV - Prce a dodvky HSV 1 - Zemn prce 2 - Zakldn 4 - Vodorovn konstrukce 5 - Komunikace 8 - Trubn veden 998 - < PYesun hmot(46-M - Zemn prce pYi extr.mont.pracch2) Ostatn nklady!Celkov nklady za stavbu 1) + 2)ROZPO ETP TypKdPopisMno~stv J.cena [CZK]Poznmka J. Nh [h] Nh celkem [h]J. hmotnost [t]Hmotnost celkem [t] J. sue [t]Sue Celkem [t]D10ROZPOCETK 111301111USejmut drnu tl do 100 mm s pYemstnm do 50 m nebo nalo~enm na dopravn prostYedekm24 1570542389 "Xad A" 5*1,3VVTrue"Xad A3" 56,7*1,3"Xad A3.1" 42*1,3"Xad B" 219,3*1,3"Xad B.1" 19,5*1,3 "Xad C" 6*1,3"PYpojky" 356,6*1,2"`achty betonov" 13*2,4*2,4$"Jmy protlaku" 5*2+10*2+2,5*2+2*2*2 115101201C erpn vody na dopravn vaku do 10 m promrn pYtok do 500 l/minhod -10470690113 115101301JPohotovost erpac soupravy pro dopravn vaku do 10 m pYtok do 500 l/minden -1425224106 119001401Do asn zajiatn stm 1707226188"vodovod" 7*1,3"plynovod" 13*1,3"kanalizace" 16*1,35 119001421FDo asn zajiatn kabelo a kabelovch trat ze 3 voln lo~ench kabelo -55258239120*1,36 1211011012Sejmut ornice s pYemstnm na vzdlenost do 50 mm3 1314377637"Xad A" 12,7*1,3"Jma protlaku" 5*3Sou et 31,51*0,37 130001101IPYplatek za zt~en vykopvky v blzkosti pozemnho veden - ru n vkop -893842838"KY~en st" (46,8+26)*1*1+"Napojen na stvajc aachtu" 1,0*1,3*1,652"Osazen aachty na stvajc kanalizaci" 2,4*2,4*1#"Soubh - ru n vkop" 14,1*1,3*3,58 132201204=Hlouben rh a do 2000 mm v hornin tY. 3 objemu pYes 5000 m3 548594256"Asfalt - silnice III.tYdy" 0/"Xad A" (41,1*3,1+180*2,4+70,9*3,3+333,6*2)*1,3"Xad B" (47*1,5+79*1,7)*1,3>"PYpojky" (4,5*2,9+10,5*2,4+31,5*1,9+4,5*3,7+6*1,4+2*1,8)*1,2"Betonov aachty" 38,1*2,4*2,4 "Jmy protlako" 2*2*4,76+2*2*2,5"Asfalt - komunikace" 0"Xad A1" (46*1,7+30*1,3)*1,3("Xad A3" (72*4,1+54*3,3+8*2,1+9*1,9)*1,3"Xad A3.2" 12,7*1,3*2,2"Xad B" 96*1,3*2,9U"PYpojky" (4,2*3,8+5*1,3+12*1+5*4,2+5,5*3,7+9*2,9+10*2,3+5*1,9+35*1,5+4*3+4*2,6)*1,2"`achty betonov" 26,1*2,4*2,4"`achty plastov" 11,3*1,5*1,56"Jmy protlaku" 10*2*2,61+10*2*4,75+10*2*2,55+2*2*1,65%"Komunikace - beton, zmkov dla~ba"0)"Xad B - vjezdy" (5*2,7+15*2,1+7*1,7)*1,3H"PYpojky" (2*3,2+33*2,7+88*2,2+14*4+19*1,7+8*2,2+6*1,8+7*1,7+2*2,1)*1,2"`achty plastov" 8*1,5*1,5"Jmy protlaku" 10*2*2,5 Mezisou et"Ostatn plochy" 0"Xad A" (12,7*3,8+5*4)*1,3-"Xad A3" (20*3,6+30,1*2,6+6,6*2,4+86*1,9)*1,3"Xad A3.1" (42*2,9+4*2,6)*1,30"Xad B" (13*3,7+42,1*3+116*2,4+46*2+2,2*1,5)*1,3 "Xad B.1" (14,1*3,5+5,4*3,1)*1,3"Xad C" 6*1,3*2,1"Xad D" 16*1,3*1,4x"PYpojky - dla~ba, atrk, atd " (1*3,2+3*2,7+29*2,2+3,5*4+1*4,4+1*3,9+2*3,1+3*2,1+6*2,4+6*1,7+30*2,5+13*1,8+22*1,7)*1,2n"PYpojky - zeleH " (6,5*3,5+5*3+87,6*2,5+2,5*4,3+19*1,8+20*2,1+5*3,4+3*2,8+79*2,4+81,5*2+24,5*3,1+23*2,7)*1,2,"Dren~" 0,225*0,15*(166,1+19,5+43,5+4*2+24)$"`achty betonov" (33,2+5,1)*2,4*2,4P"Jmy protlaku" 5*2*2,53+10*2*2,87+2,5*2*2,51+2*2*3,55+2*2*4,32+5*3*4,13+2*2*3,79 132201209APYplatek za lepivost k hlouben rh a do 2000 mm v hornin tY. 3 19115560510 132301204=Hlouben rh a do 2000 mm v hornin tY. 4 objemu pYes 5000 m3 47828907511 132301209APYplatek za lepivost k hlouben rh a do 2000 mm v hornin tY. 4-160795512 141720017LNeYzen zemn protlak strojn vnjaho promru do 160 mm v hornin tY 3 a 4 -102819646113 141721117RXzen zemn protlak hloubky do 6 m vnjaho promru do DN 250 v hornin tY 1 a~ 4 144263246314 141721118RXzen zemn protlak hloubky do 6 m vnjaho promru do DN 300 v hornin tY 1 a~ 4 69590604515 151821111JOsazen a odstrann pa~icho boxu stYednho hl vkopu do 3,5 m a do 1,2 m -406423235h"PYpojky" (12*1,5+37*1,8+176,5*2+26*2,1+91*2,4+274,1*2,5+29*2,7+13*2,8+51,5*3+28,5*3,1+16*3,4+18*3,5)*216 151821112JOsazen a odstrann pa~icho boxu stYednho hl vkopu do 3,5 m a do 2,5 m -2123949455"Xad A" (180*3+333,6*2,6)*2"Xad A1" (46*2,2+30*1,8)*27"Xad A3" (8*2,6+20*3,6+30,1*2,6+6,6*2,4+86*2,2+9*2,4)*2"Xad A3.1" 46*2,9*2"Xad A3.2" 12,7*2,7*2G"Xad B" (96*3,4+42,1*3+116*2,4+46*2+2,2*1,5+15*2,4+7*2+47*2,1+79*2,3)*2"Xad B.1" (14,1*3,5+5,4*3,1)*2"Xad C" 6*2,1*2"Xad D" 16*1,4*2"`achty betonov"108,5*4*2,4"`achty plastov" 23*4*1,5_"Jmy protlaku" (10+2)*2*(2,87+3,11+3,05+2,8)+4*2*(3,55+2,15+3,1+4)+(5+2)*2*2,53+(2,5+2)*2*2,5117 151821121HOsazen a odstrann pa~icho boxu stYednho hl vkopu do 5 m a do 1,2 m -1578566343%"PYpojky" (6,5*4,2+28,7*4,3+6*4,7)*218 151821122HOsazen a odstrann pa~icho boxu stYednho hl vkopu do 5 m a do 2,5 m 1199208338*"Xad A" (12,7*4,1+5*4+41,1*3,7+70,9*3,9)*2"Xad A3" (72*4,6+54*3,8)*2< "Xad B" (13*3,7)*2"`achty betonov" 12,4*4*2,4:"Jmy protlaku" (10+2)*2*5,25+4*2*(4,32+5,36)+(5+3)*2*4,4319 151821211]PYplatek k pa~icmu boxu stYednmu hl vkopu do 3,5 m a do 1,2 m za prvn a ZKD den zapa~en948428673741,6*820 151821212]PYplatek k pa~icmu boxu stYednmu hl vkopu do 3,5 m a do 2,5 m za prvn a ZKD den zapa~en 1770456334 8395,61*821 151821221[PYplatek k pa~icmu boxu stYednmu hl vkopu do 5 m a do 1,2 m za prvn a ZKD den zapa~en 937591948357,82*822 151821222[PYplatek k pa~icmu boxu stYednmu hl vkopu do 5 m a do 2,5 m za prvn a ZKD den zapa~en -2125937026 2563,66*823 161101101ASvisl pYemstn vkopku z horniny tY. 1 a~ 4 hl vkopu do 2,5 m -308007571"Xad A" (180*2,4+333,6*2)*1,3."PYpojky" (10,5*2,4+31,5*1,9+6*1,4+2*1,8)*1,2"Jmy protlako" 2*2*2,5"Xad A3" (8*2,1+9*1,9)*1,3/"PYpojky" (5*1,3+12*1+10*2,3+5*1,9+35*1,5)*1,2"Jmy protlaku" 2*2*1,65#"Xad B - vjezdy" (15*2,1+7*1,7)*1,36"PYpojky" (88*2,2+19*1,7+8*2,2+6*1,8+7*1,7+2*2,1)*1,2"`achty plastov" 11,5*1,5*1,5"Xad A3" (6,6*2,4+86*1,9)*1,3""Xad B" (116*2,4+46*2+2,2*1,5)*1,3T"PYpojky - dla~ba, atrk, atd " (29*2,2+3*2,1+6*2,4+6*1,7+30*2,5+13*1,8+22*1,7)*1,2>"PYpojky - zeleH " (87,6*2,5+19*1,8+20*2,1+79*2,4+81,5*2)*1,2"`achty betonov" 54,5*2,4*2,424 161101102?Svisl pYemstn vkopku z horniny tY. 1 a~ 4 hl vkopu do 4 m -931134442"Xad A" (41,1*3,1+70,9*3,3)*1,3 "PYpojky" (4,5*2,9+4,5*3,7)*1,2"Xad A3" 54*3,3*1,30"PYpojky" (4,2*3,8+5,5*3,7+9*2,9+4*3+4*2,6)*1,2"`achty plastov" 7,8*1,5*1,5#"Jmy protlaku" 10*2*2,61+10*2*2,55"Xad B - vjezdy" 5*2,7*1,3""PYpojky" (2*3,2+33*2,7+14*4)*1,2"Xad A3" (20*3,6+30,1*2,6)*1,3"Xad B" (13*3,7+42,1*3)*1,3A"PYpojky - zeleH " (6,5*3,5+5*3+5*3,4+3*2,8+24,5*3,1+23*2,7)*1,2D"PYpojky - dla~ba, atrk, atd " (1*3,2+3*2,7+3,5*4+1*3,9+2*3,1)*1,2"`achty betonov" 43,6*2,4*2,4>"Jmy protlaku" 5*2*2,53+10*2*2,87+2,5*2*2,51+2*2*3,55+2*2*3,725 161101103?Svisl pYemstn vkopku z horniny tY. 1 a~ 4 hl vkopu do 6 m 1825600556"Jmy protlako" 2*2*4,76"Xad A3" 72*4,1*1,3"PYpojky" 5*4,2*1,2"Jmy protlaku" 10*2*4,75*"PYpojky - dla~ba, atrk, atd " 1*4,4*1,2"PYpojky - zeleH " 2,5*4,3*1,2"`achty betonov" 4,4*2,4*2,4!"Jmy protlaku" 2*2*4,32+5*3*4,1326 162502111<Vodorovn pYemstn drnu bez nalo~en se slo~enm do 3000 m 17876356727 162501102DVodorovn pYemstn do 3000 m vkopku/sypaniny z horniny tY. 1 a~ 4-5229135"Vkop v komunikaci" 5055,6659"Lo~e mimo komunikaci" (34+467,8)*1,3*0,15+477,1*1,2*0,15@"Obsyp mimo komunikaci" 34*1,3*0,6+467,8*1,3*0,55+477,1*1,2*0,45+"`achty mimo komuniksci" 38,3*0,6*0,6*3,14."Podklad.deska mimo komunikaci" 23*1,5*1,5*0,1."Podsyp desky mimo komunikaci" 23*2,4*2,4*0,1528 171201211>Poplatek za ulo~en odpadu ze sypaniny na skldce (skldkovn)t -119221296829 174101101?Zsyp jam, aachet rh nebo kolem objekto sypaninou se zhutnnm 757531478"Vkop" 8377,52"Obsyp" -1629,661"Lo~e" -460,123"Podkladn desky" -13,789"Podsyp aachet" -54,729"Dren~" -7,501+"`achty betonov" -(64,2+38,3)*0,6*0,6*3,14("`achty plastov" -19,3*0,315*0,315*3,1430M 583439590"kamenivo drcen hrub frakce 32-63 634682054C"Lo~e v komunikaci" -(584,5*1,3*0,15+522,1*1,3*0,15+336,7*1,2*0,15)C"Obsyp v komunikaci" -(584,5*1,3*0,6+522,1*1,3*0,55+336,7*1,2*0,45)<"Podkladn desky v komunikaci" -(37*1,5*1,5*0,1+1,7*1,7*0,1)6"Podsyp v komunikaci" -(38*2,4*2,4*0,15+9*1,5*1,5*0,1)1"`achta betonov v komunikaci" -64,2*0,6*0,6*3,145"`achta plastov v komunikaci" -19,3*0,315*0,315*3,1431 175111101?Obsypn potrub ru n sypaninou bez prohozen, ulo~enou do 3 m 986790819'"Xad DN 250" (364+978,5-352,6)*1,3*0,55!"Xad DN 300" (29+596,5-7)*1,3*0,6 "PYpojky" (1099-285,2)*1,2*0,4532 583312890"Psek kopan t~en frakce 0-16 mm -74087462933 181301101RRozprostYen ornice tl vrstvy do 100 mm pl do 500 m2 v rovin nebo ve svahu do 1:5 -78966280734 103111000Humzn zemina 56218641235 181301105RRozprostYen ornice tl vrstvy do 300 mm pl do 500 m2 v rovin nebo ve svahu do 1:5 -36125866936 181411131PZalo~en parkovho trvnku vsevem plochy do 1000 m2 v rovin a ve svahu do 1:5 158265882537 005724100osivo sms travn parkovkg -178336290338 1834031146Obdln pody kultivtorovnm v rovin a svahu do 1:5 -201239099139 1858031113OaetYen trvnku shrabnm v rovin a svahu do 1:5 36575031840 PC-vyt enVyt en stvajcch stkpl -106031426341 PC-zkouaka1Zkouaka zhutnitelnosti zeminykus339132142 PC-zkouaka2Zkouaka nosnosti zsypu 62036073743 212572111+Lo~e pro trativody ze atrkopsku tYdnho -1586297385="Rha vkopu - Yady" (0,225*0,15-3,14*0,04*0,04)*(166,1+19,5)9"Rha vkopu - pYpojky" (0,225*0,15-3,14*0,04< *0,04)*43,5@"Dno vkopu- jmy protlaku" (0,225*0,15-3,14*0,04*0,04)*(4*2+24)44 213141111DZYzen vrstvy z geotextilie v rovin nebo ve sklonu do 1:5 a do 3 m -96475787"Rha vkopu - Yad" 185,6*0,35""Rha vkopu - pYpojky" 43,5*0,35$"Dno vkopu - jmy protlaku" 32*0,3545 693110020 geotextilie 163383768146 271532212MPodsyp pod zkladov konstrukce se zhutnnm ze atrkopsku frakce 0 a~ 32 mm 1867018448'"Kanal.aachty betonov" 61*2,4*2,4*0,15,"Kanal.aachty plastov DN 600" 9*1,5*1,5*0,147 451573111.Lo~e pod potrub otevYen vkop ze atrkopsku -1412411731'"Xad DN 250" (364+978,5-352,6)*1,3*0,15""Xad DN 300" (29+596,5-7)*1,3*0,15 "PYpojky" (1099-285,2)*1,2*0,1548 452311131<Podkladn desky z betonu prostho tY. C 12/15 otevYen vkop 1521444455 "`achta betonov" 60*1,5*1,5*0,1"Spdiat" 1,7*1,7*0,149 452351101TBednn podkladnch desek nebo bloko nebo sedlovho lo~e otevYen vkop v .odbednn 1842169404"`achta betonov" 60*4*1,5*0,1"Spdiat" 4*1,7*0,150 113106121HRozebrn dla~eb komunikac pro pa z betonovch nebo kamennch dla~dic 1894688304*"Sn~ena hmotnost suti - zptn pou~it" 0"Xady - dla~ba" 3*1,3"PYpojky - dla~ba" 55,5*1,251 113106241%Rozebrn vozovek ze silni nch dlco16952363+"Zruaena hmotnost suti - zptn polo~en" 0"Xady - panel" 87*2"PYpojky - panel" 22*2"`achty beton. - panel" 3*4*4"Jma protlaku - panel" 4*452 113106171=Rozebrn dla~eb vozovek ze zmkov dla~by do lo~e z kameniva -24104655"`achty plastov" 4*1,5*1,5"Jma protlaku" 10*2"Xady - vjezd" 27*1,3"PYpojky" 23*1,253 113107170GOdstrann podkladu pl pYes 50 m2 do 200 m2 z betonu prostho tl 100 mm64026972"PYpojky" 156*1,254 113107222@Odstrann podkladu pl pYes 200 m2 z kameniva drcenho tl 200 mm 708343938"Xady - panel" 87*1,3"PYpojky - panel" 22*1,2!"`achty beton. - panel" 3*2,4*2,4"Jma protlaku - panel" 2*2)"`achty plastov - zmk.dla~ba" 4*1,5*1,5%"Jma protlaku - zmkov dla~ba" 10*2"Xady - zmkov dla~ba" 27*1,3#"PYpojky - zmkov dla~ba" 23*1,2"PYpojky - beton" 156*1,255 113107224@Odstrann podkladu pl pYes 200 m2 z kameniva drcenho tl 400 mm -125860085"Komunikace mstn" 0"Xad A1 - potrub" 76*1,3"Xad A3 - potrub" 143*1,3"Xad A3.2 - potrub" 12,7*1,3"Xad B - potrub" 96*1,3"PYpojky" 98,7*1,2"`achty betonov" 11*2,4*2,4"`achty plastov" 5*1,5*1,5"Jmy protlako" 3*10*2+2*256 113107225@Odstrann podkladu pl pYes 200 m2 z kameniva drcenho tl 500 mm 1402178808"Komunikace III.tYdy" 0"Xad A - potrub" 625,6*1,3"Xad B - potrub" 126*1,3"PYpojky" 59*1,2"`achty betonov" 20*2,4*2,4"Jmy protlako" 2*2*257 113107182<Odstrann podkladu pl pYes 50 do 200 m2 ~ivi nch tl 100 mm 143551605958 113154333QFrzovn ~ivi nho krytu tl 50 mm pruh a 2 m pl do 10000 m2 bez pYek~ek v trase -650828370"Stoka A" 4676"Stoka A1" 832,5"Stoka A3" 1087,5"Stoka A3.2" 407,559 113202111+Vytrhn obrub krajnko obrubnko stojatch 273632760"Silni n - vysok" 96"Silni n - njezdov" 52 "Zahradn" 7660 564851111"Podklad ze atrkodrt `D tl 150 mm -59342432561 564861111"Podklad ze atrkodrt `D tl 200 mm 171259803562 5649521146Podklad z mechanicky zpevnnho kameniva MZK tl 180 mm 30204662563 5649621116Podklad z mechanicky zpevnnho kameniva MZK tl 200 mm 54842754364 565135111RAsfaltov beton vrstva podkladn ACP 16 (obalovan kamenivo OKS) tl 50 mm a do 3 m -175642850265 565165111RAsfaltov beton vrstva podkladn ACP 16 (obalovan kamenivo OKS) tl 80 mm a do 3 m -108983569566 567114111:Podklad z podkladovho betonu tY. PB I (C 20/25) tl 100 mm -152961261667 573111112,PostYik ~ivi n infiltra n mno~stv 1 kg/m2 -97813110468 573211111<PostYik ~ivi n spojovac asfaltov v mno~stv do 0,50 kg/m2 54679759669 573231111;PostYik ~ivi n spojovac asfaltov v mno~stv do 0,7 kg/m2 20697556570 577144111^Asfaltov beton vrstva obrusn ACO 11 (ABS) tY. I tl 50 mm a do 3 m z nemodifikovanho asfaltu -154517499371 577156111WAsfaltov beton vrstva lo~n ACL 22 (ABVH) tl 60 mm a do 3 m z nemodifikovanho asfaltu -198999959572 584121111BOsazen silni nch dlco z }B do lo~e z kameniva t~enho tl 40 mm 40107565973 596212211KKladen zmkov dla~by pozemnch komunikac tl 80 mm skupiny A pl do 100 m2 -123090219374 592450070dla~ba zmkov pYrodn -2086445961"Rezerva 10%" 91,7*0,175 596811221OKladen betonov dla~by komunikac pro pa do lo~e z kameniva plochy do 100 m2 -30446042276 592453100dla~ba deskov betonov 609000569"Rezerva 10%" 70,5*0,177 5991411115Vyplnn spr mezi silni nmi dlci ~ivi nou zlivkou< 1425731088"Xad A" 625,6*2 "Xad B" 126*2"PYpojky" 59*2"Betonov aachty" 20*4*2,4"Jmy protlako" 2*4*278 916131213ZOsazen silni nho obrubnku betonovho stojatho s bo n oprou do lo~e z betonu prostho 34318391596+5279 5921746500obrubnk betonov silni n Standard 100x15x25 cm 177814591380 592174680:obrubnk betonov silni n njezdov Standard 100x15x15 cm8133432081 916331112GOsazen zahradnho obrubnku betonovho do lo~e z betonu s bo n oprou 54969966482 592172120:obrubnk betonov zahradn ABO 020-19 aed 100 x 5 x 20 cm -15856129083 919735112/Xezn stvajcho ~ivi nho krytu hl do 100 mm 144177034684 9197351220Xezn stvajcho betonovho krytu hl do 100 mm 1876953074"PYpojky" 156*285 979051111]O iatn desek nebo dla~dic se sprovnm z kameniva t~enho pYi pYekopech in~enrskch st 1175863294"Zptn polo~en 90%" 70,5*0,986 979051121\O iatn zmkovch dla~dic se sprovnm z kameniva t~enho pYi pYekopech in~enrskch st 1030459754"Zptn polo~en 90%" 91,7*0,987 979092111[O iatn silni nch dlco se sprovnm z kameniva t~enho pYi pYekopech in~enrskch st -90823615988 9972215513Vodorovn doprava suti ze sypkch materilo do 1 km -27456585989 997221559@PYplatek ZKD 1 km u vodorovn dopravy suti ze sypkch materilo 26553611790 997221611<Nakldn suti na dopravn prostYedky pro vodorovnou dopravu 174836108191 997221815pc+Poplatek za ulo~en na skldce (skldkovn)3443810292PC-plot!Demont~ a zptn mont~ oplocen -149727396693 PC-zna en02Dopravn zna en 10851208194 871218113>Kladen dren~nho potrub z flexibilnho PVC promru do 80 mm 1501735229"Rha vkopu - Yady"185,6"Rha vkopu - pYpojky" 43,5"Dno vkopu - jma protlaku" 3295 286112220"trubka dren~n flexibiln D 80 mm -115455582096 8713103109Mont~ kanaliza nho potrub SN 8 z polypropylenu DN 15097 286PP150/8!Trouba kanaliza n PP SN 8 DN 150 1099*1,01598 871360310:Mont~ kanaliza nho potrub SN 8 z polypropylenu DN 250 -76249961999 286PP250/8!Trouba kanaliza n PP SN 8 DN 250 664102183 364*1,015100 8713703109Mont~ kanaliza nho potrub SN 8 z polypropylenu DN 300 897737410101 286PP300/8!Trouba kanaliza n PP SN 8 DN 300 -2036069612102 8713603209Mont~ kanaliza nho potrubSN 10 z polypropylenu DN 250 -1236051300103 286PP250/10"Trouba kanaliza n PP SN 10 DN 250 737012769 978,5*1,015104 871370320:Mont~ kanaliza nho potrub SN 10 z polypropylenu DN 300 441455153105 286PP300/10"Trouba kanaliza n PP SN 10 DN 300 -22421327 596,5*1,015106 877310310#Mont~ kolen na potrub z PP DN 150 -7085337475+3+6107 286171620!koleno kanaliza n PP 15 DN 150 1648740683"Koleno 15" 1"Koleno 60" 4108 286171720!koleno kanaliza n PP 30 DN 150 -141475535109 286171820!koleno kanaliza n PP 45 DN 150 2021307216"Koleno 45" 2110 8773104404Mont~ aachtovch vlo~ek na potrub z PP trub DN 150 -1111947541111 M-KGAMS150`achtov vlo~ka PP DN 150 2103062432112 8773604404Mont~ aachtovch vlo~ek na potrub z PP trub DN 250 -261242647113 M-KGAMS250`achtov vlo~ka PP DN 250 542486114114 8773704404Mont~ aachtovch vlo~ek na potrub z PP trub DN 300 1554902877115 M-KGAMS300`achtov vlo~ka PP DN 300 -573706940116 877395221pcGMont~ tvarovek AW      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcefghijklmnopqrstuvwxyz{|}~ADOCK POLYMER CONNECT - napojen pYpojky mimo aachtu 895655701117AWADOCK=Systm k dodate nmu pYipojen AWADOCK POLYMER CONNECT DN 150 578768137118 892351111-Tlakov zkouaka vodou potrub DN 150 nebo 200 -1416227381119 892372111AZabezpe en konco potrub DN do 300 pYi tlakovch zkouakch vodousek -1282682411"seky DN 250" 78"seky DN 300" 19"PYpojky" 145120 8923811115Tlakov zkouaka vodou potrub DN 250, DN 300 nebo 350 1885343222 1342,5+625,5121 4521121111Osazen betonovch prstenco nebo rmo v do 100 mm -1328298465 5+14+23+46122 592243199Dprstenec aachetn betonov vyrovnvac TBW-Q.1 63/4 62,5 x 12 x 4 cm -8911888065*1,01123 592243200Dprstenec aachetn betonov vyrovnvac TBW-Q.1 63/6 62,5 x 12 x 6 cm 83646187014*1,01124 592243210Dprstenec aachetn betonov vyrovnvac TBW-Q.1 63/8 62,5 x 12 x 8 cm -148369346623*1,01125 592243230Fprstenec aachetn betonov vyrovnvac TBW-Q.1 63/10 62,5 x 12 x 10 cm 140189252046*1,01126 4521121211Osazen betonovch prstenco nebo rmo v do 200 mm 296808536127 592243250Fprstenec aachetn betonov vyrovnvac TBW-Q.1 63/12 62,5 x 12 x 12 cm 115548357118*1,01128 8944012112Osazen betonovch dlco pro aachty skru~ rovnch -1989704732 22+32+47+1+1129 5922430504skru~ betonov aachetn TBS-Q.1 100/25 D100x25x12 cm 119369294122*1,01130 5922430604skru~ betonov aachetn TBS-Q.1 100/50 D100x50x12 cm 114868081832*1,01131 5922430706skru~ betonov aachetn TBS-Q.1 < 100/100 D100x100x12 cm 104933735147*1,01132 5921122127pc2Skru~ betonov aachetn TBS-Q1 120/50 PS + NS 120 11600999511*1,01133 5921122131pc?Skru~ betonov aachetn TBS-Q1 120/100 PS + otvor V25 + NS 120 -1641970950134 8944022117Osazen betonovch dlco pro aachty skru~ pYechodovch -789457089135 592243120?konus aachetn betonov TBR-Q.1 100-63/58/12 KPS 100x62,5x58 cm 182866663361*1,01136 8944030115Osazen betonovch dlco pro aachty desek zkrytovch 326135196137 5921121651<deska betonov pYechodov TZK-Q.1 120-100/25 147/100 x 25 cm -1098302670138 894411121bZYzen aachet kanaliza nch z betonovch dlco na potrub DN nad 200 do 300 dno beton tY. C 25/30 2114266723"monolitick dno" 1139 8944141113Osazen betonovho dna prefabrikovanho pro aachty 75342477653+3+3+1140 592243370Kdno betonov aachty kanaliza n pYm TBZ-Q.1 100/60 V max. 40 100/60x40 cm -34573101953*1,01141 592243380Kdno betonov aachty kanaliza n pYm TBZ-Q.1 100/80 V max. 50 100/80x50 cm -14693797013*1,01142 592243390Mdno betonov aachty kanaliza n pYm TBZ-Q.1 100/100 V max. 60 100/100x60 cm 1349992937143 5921133002Pdno betonov aachty kanaliza n pYm TBZ-Q.1 120/120 V 80 CV 180 120/120x80 cm -339858440144 592243480<tsnn elastomerov pro spojen aachetnch dlo EMT DN 1000 -134054539145 592243481<tsnn elastomerov pro spojen aachetnch dlo EMT DN 1200 1817609288146 894812201;Revizn a istc aachta z PP aachtov dno DN 425/150 pYm 1047931726147 894812203>Revizn a istc aachta z PP aachtov dno DN 425/150 soub~n 690323574148 894812231_Revizn a istc aachta z PP DN 425 aachtov roura korugovan bez hrdla svtl hloubky 1500 mm -1171548919149 894812241VRevizn a istc aachta z PP DN 425 aachtov roura teleskopick svtl hloubky 375 mm 1276842296150 894812249RPYplatek k rourm revizn a istc aachty z PP DN 425 za uYznut aachtov roury 2144671097151 894812262aPRevizn a istc aachta z PP DN 425 poklop litinov do teleskopick trubky B125 1985734686152 894812262bPRevizn a istc aachta z PP DN 425 poklop litinov do teleskopick trubky D400 -240957205153 894812323FRevizn a istc aachta z PP typ DN 600/250 aachtov dno 0/165, 0/180 -2086691840154 894812332aURevizn a istc aachta z PP DN 600 aachtov roura korugovan svtl hloubky 1500 mm -236038296155 894812332bURevizn a istc aachta z PP DN 600 aachtov roura korugovan svtl hloubky 2000 mm 1165053500156 894812332cURevizn a istc aachta z PP DN 600 aachtov roura korugovan svtl hloubky 6000 mm 932811317157PRK630&Pry~ov tsnn 630 mm na plast.aachtu 329209153158 3STADS250Flexibiln hrdlo 250 2090768952159KGU250PYesuvka 250 mm -892173245160 894812376RRevizn a istc aachta z PP DN 600 poklop litinov do 40 t s betonovm prstencem -410054596161 899102111POsazen poklopo litinovch nebo ocelovch v etn rmo hmotnosti nad 50 do 100 kg 785253368162 5920001001Poklop zab.BEGU "A1"PARK A15 -1120813186163 899103111QOsazen poklopo litinovch nebo ocelovch v etn rmo hmotnosti nad 100 do 150 kg -1825832504164 5920001003Poklop zab.BEGU B 125 -837994352165 5920001007Poklop zab.BEGU B-1 D 400 618234609166 899104111JOsazen poklopo litinovch nebo ocelovch v etn rmo hmotnosti nad 150 kg -2057337930167 5920002002Poklop s rmem BEGU B-K D 400 -703489538168169 894812334URevizn a istc aachta z PP DN 600 aachtov roura korugovan svtl hloubky 4000 mm -518697721170 PC-oplocenOplocen vkopu 1929547286"Protlak" -(285,2+352,6+7)171 PC-zamYen(Geodetick zamYen skute nho proveden 297002584172 998276101FPYesun hmot pro trubn veden z trub z plastickch hmot otevYen vkop -783705031173 460490013.Kryt vstra~nou fli aYky do 34 cm - mont~ 393268138174 460VF-300K6Vstra~n folie a. 300 mm, aed - s npisem KANALIZACE256 998614478175 460510201FKanly do rhy neasfaltovan z prefab. beton. ~labo typ TK 1 - osazen -1583567403176 5921310000~lab kabelov betonov TK1 100 x 18,5/10 x 10 cm -704401137177 592131030 deska kryc KD1 50 x 10 x 3,5 cm -1903048815&{a2d6138a-6b7d-441c-a169-9e12118978cd}+ 9 - Ostatn konstrukce a prce, bournPSV - Prce a dodvky PSV/ 711 - Izolace proti vod, vlhkosti a plynomM - Prce a dodvky M 21-M - Elektromont~e -5501481774"Jmy Yzenho protlaku, vtlak .1 - zeleH" 5*3+2*2" S 2, 3 - zeleH" 2*3,2*3,2"Vtlak .2 - zeleH" 94*1"Vtlak .3 - zeleH" 80,9*1 225502806 1341277906 "vodovod" 6 "plynovod" 1"kanalizace" 6 -6916337397"Jmy Yzenho protlaku, vtlak .1 - pole" 2*(5*3+2*2))"Vtlak .1 - pole" (505,4+233,3+413,7)*1" S 1 - pole" 4*4&"`achty - vtlak .1 - pole" 7*3,2*3,2"KY~en st" (13+11)*1*1>"Vtlak .1 - soubh s vodovodem" (82*1,2+91,5*1,5+59,8*1,7)*1-"Vtlak .2 - soub< h s kabelem NN" 62,1*1*1,2 132201203;Hlouben rh a do 2000 mm v hornin tY. 3 objemu do 5000 m3 801200587A"Vtlak .1" (209,2*1,1+86,9*1,2+135,5*1,5+73,8*1,6+30*1,5+6*2)*1M"Vtlak .1 - s dren~" (76*1,4+180*1,5+157,7*1,3+97*1,8)*1+512,7*0,255*0,15."Vtlak .2" (7*1,8+73,7*1,3+1,5*1,2+27,7*1)*1)"Vtlak .2 - asfalt" (40*1,15+13*0,45)*1-"Vtlak .2 - soubh s kabelem NN" 62,1*1*0,92"Vtlak .3" (57,5*1,6+23,4*1,4+1,5*1,5+1,5*1,1)*1#"Startovac jmy" 5*3*(2,3+2,2+2,2)""Kontroln jmy" 2*2*(1,3+2,5+2,1)"`achty" 7*3,2*3,2*(2,7-0,3)" S 1" 4*4*5,15%" S 2" 3,17*3,17*5,55+12,8*0,255*0,15" S 3" 3,17*3,17*3,55 132301203;Hlouben rh a do 2000 mm v hornin tY. 4 objemu do 5000 m3 1845569773 157144762 134702401]Vykopvky do 4 m2 pro studny spouatn v hornin tY. 1 - 4 mimo kaaovit a tekouc hl do 10 m 3433990153,14*0,4*0,4*5 592231190trouba betonov TBH-Q 60/250 -540968091 812442121pcDemont~ trub betonovch DN 600 -562203057 141721116RXzen zemn protlak hloubky do 6 m vnjaho promru do 225 mm v hornin tY 1 a~ 4 -192899982812+6+37 286131190Bpotrub vodovodn PE100 PN16 SDR11 225x20,5 mm - protlak chrni ky 1797518041 230200119QNasunut potrubn sekce D 125 do chrni ky D 225 v .vystYedn kluznmi objmkami -389173380 8999131420Uzavrac man~eta chrni ky potrub DN 100 x 200 935023618 1511011018ZYzen pYlo~nho pa~en a rozepYen stn rh hl do 2 m -1103949788"Vtlak .1" (73,8*1,6+6*2)*2,"Vtlak .1 - soubh s vodovodem" 59,8*1,7*2!"Vtlak .1 - s dren~" 97*1,8*2"Vtlak .2" (40*1,6+7*1,8)*2*"Vtlak .3" (57,5*1,6+23,4*1,4+1,5*1,5)*2'"Startovac jmy" 2*(5+3)*(2,3+2,2+2,2)"Kontroln jmy" 4*2*(2,5+2,1)"`achty" 7*4*3,2*(2,7-0,3) 151101111;Odstrann pYlo~nho pa~en a rozepYen stn rh hl do 2 m76818555 153191112pc01@ZYzen pa~en vkopu pro S dle vrobn dokumentace zhotovitele -1414931872" S 2"4*3,17*5,55" S 3" 4*3,17*3,55 153191222pc01DOdstrann pa~en vkopu pro S dle vrobn dokumentace zhotovitele -74958681'"Vtlak .2" (7*1,8+73,7*1,3+1,5*1,2)*1"Vtlak .2 - asfalt" 40*1*1,15 2481,183*0,5 138,661*0,6 1840169572 -16038864890"Lo~e mimo asfalt" (1359,4+225+83,9-55-53)*1*0,1:"Obsyp mimo asfalt" (1359,4-55)*1*0,45+(225+83,9-53)*1*0,4"Dren~" 0,225*0,15*512,7!"`achty na vtlaku" 7*1,8*1,8*2,7$"Podkladn desky"2,8+(4*4+2*2*2)*0,2"Podsyp" 5,414" S1" 4,85*1,4*1,4*3,14" S2" 5*0,87*0,87*3,14" S3" 3*0,87*0,87*3,14"Vkop" 2670,438"Dren~" - 0,225*0,15*512,7"Obsyp" -710,54"Lo~e" -161,33("Podkladn desky" -(2,8+(4*4+2*2*2)*0,2)"Podsyp" -5,414"`achty" -7*1,8*1,8*2,7" S1" -4,85*1,4*1,4*3,14" S2" -5*0,87*0,87*3,14" S3" -3*0,87*0,87*3,14 -1000907235"Lo~e- asfalt" -53*1*0,1"Obsyp - asfalt" -53*1*0,4 "Zsyp kamenivem" 25,35*1,7*1,01"PE 90" (225+83,9)*1*0,4"PE 125" (1359,4-55)*1*0,45710,54*1,7*1,01 -199677167 374617755 181301115TRozprostYen ornice tl vrstvy do 300 mm pl pYes 500 m2 v rovin nebo ve svahu do 1:5 439080796 1437743520 -2057930269 -1692962023 -114738120 -1107379696 384018609 -75132882/"Rha vkopu" (0,225*0,15-3,14*0,04*0,04)*512,72"Dno vkopu S 2" (0,225*0,15-3,14*0,04*0,04)*12,82511831"Rha vkopu" 512,7*0,35"Dno vkopu S2" 12,8*0,35 -416325472 1544034351" S 1" 4*4*0,15" S 2" 3,17*3,17*0,15" S 3" 3,17*3,17*0,15(1359,4+225+83,9-55)*1*0,1 136062707)"`achta - istc, vzduankov" 7*2*2*0,1 4523131616Podkladn bloky z betonu prostho tY. C 25/30 - aachta -14330364675"Podkladn blok pod armaturu v aacht" 14*0,3*0,3*0,2 452313161pc3Betonov patka - osazen smrov ty e, tY. C 25/30 1883926430 7*0,3*0,3*0,5 452311171<Podkladn desky z betonu prostho tY. C 30/37 otevYen vkop 1594653831" S 1" 4*4*0,2" S 2" 2*2*0,2" S 3" 2*2*0,2"Vyspdovn dna S" 1,5 4523131716Podkladn bloky z betonu prostho tY. C 30/37 - aachta -384855638"Podkladn blok pod armaturu v aacht" 14*0,25*0,25*0,15+"Podkladn blok pod rozvad " 3*0,7*0,4*1,2"Podkladn deska" 7*4*2*0,1"Podkladn bloky" 14*4*0,3*0,2"Beton.patka" 7*4*0,3*0,5/"Podkladn blok pod rozvad " 3*2*(0,7+0,4)*1,2"Blok - S1" 2*(1,2+0,8)*0,3" S 2" 4*2*0,2" S 3" 4*2*0,2 113106021WRozebrn dla~eb pYi pYekopech komunikac pro pa z betonovch dla~dic plochy do 15 m2 1026615717 113107022XOdstrann podkladu plochy do 15 m2 z kameniva drcenho tl 200 mm pYi pYekopech in~ st 1107647839"Vkop - chodnk"3*1,5*1 113107163FOdstrann podkladu pl pYes 50 do 200 m2 z kameniva drcenho tl 300 mm -1061062748"Vkop - atrk" 62,1*1 113107164FOdstrann podkladu pl pYes 50 do 200 m2 z kameniva drcenho tl 400 mm -752312978"Vkop - asfalt" 53*1 564752111)Podklad z vibrovanho atrku V` tl 150 mm 1244447641 -354712140"Vkop -atrk" 62,1*1 -1817171366 -1887511984 289460478<PostYik ~ivi n spojovac asfaltov v mno~stv do 0,70 kg/m2 -549170406 596811120]Kladen betonov<  dla~by komunikac pro pa do lo~e z kameniva vel do 0,09 m2 plochy do 50 m2 -1168239122 2118188761"Rezerva 10%" 4,5*0,1"Asf.komunikace - potru" 53*2 1115479573"Zptn kladen - 90%" 4,5*0,959,756*22Poplatek za ulo~en odpadu na skldce (skldkovn) 1761943128 443588570PC-~lab)Demont~ a zptn mont~ betonovho ~labu 994730507 857262121GMont~ litinovch tvarovek jednoosch pYrubovch otevYen vkop DN 100 -786814665 552536610,pYruba zaslepovac z tvrn litin DN 100 mm -2074351798 857264121FMont~ litinovch tvarovek odbo nch pYrubovch otevYen vkop DN 100 998431278 552535160Ftvarovka pYrubov litinov s pYrubovou odbo kou, T-kus DN 100/100 mm 1775459305 -1868413068"Rha vkopu" 512,7"Dno S 2" 12,8 -157892213 871241141 -2132123817"Vtlak . 2" 225"Vtlak . 3" 83,9 286131150 1077747318 877241112)Mont~ tvarovek na potrub z PE trub D 90 -86467275 -2861309465110Tvarovka na tupo - PE 100 SDR 11 koleno d 90/45 147347218 -2861309335110Tvarovka na tupo - PE 100 SDR 11 koleno d 90/15 -505197125 -2861909635110Tvarovka na tupo - PE 100 SDR 11 oblouk d 90/60 -952444177 -2861909335110Tvarovka na tupo - PE 100 SDR 11 oblouk d 90/30 435704189 -2861909255110Tvarovka na tupo - PE 100 SDR 11 oblouk d 90/22 298116353 871261141 1036011887 286131170 -2065692032 877271112*Mont~ tvarovek na potrub z PE trub D 125 -1994199776 -2861312465111Tvarovka na tupo - PE 100 SDR 11 koleno d 125/45 -1714179080 -2861312335111Tvarovka na tupo - PE 100 SDR 11 koleno d 125/15 2104534167 -2861912335111Tvarovka na tupo - PE 100 SDR 11 oblouk d 125/3018313399 -2861912255111Tvarovka na tupo - PE 100 SDR 11 oblouk d 125/22 297066976 -286471204511#Lemov nkru~ek PE 100 SDR 11 d 125 480889073 -286471209010+PP pYruba s ocelovou vztuhou d 125 DN 100 -781309975 891261221?Mont~ vodovodnch aouptek s ru nm kole kem v aachtch DN 100 637107572 4222111709aouptko s pYrubami, neagresivn odpadn voda, DN 100 mm 670956341 780010000000Kolo ru n pro aouptka DN 100 -374568292 8912633211Mont~ ventilo odvzduaHovacch pYrubovch DN 100 1205381326 986310000016<ZavzduaHovac a odvzduaHovac ventil pro odpadn vodu DN 100 661391190 8912641211Mont~ kompenztoro nebo mont~nch vlo~ek DN 100 1864617930 981010000016Mont~n vlo~ka DN 100 2067119330 892241111#Tlakov zkouaka vodou potrub do 80 944317523 892271111-Tlakov zkouaka vodou potrub DN 100 nebo 125 2029649412 59211223133skru~ betonov aachetn tvercov TZS-Q 150/50 SKC 4118623727*1,01/konus aachetn betonov TBR-Q.1 100-63/58/12 PS 1753748359 592243750Odeska betonov aachetn zkrytov pYechodov tvercov TZK-Q 150-100/27 ZDC PS -1167825812 592243680Kdno betonov aachetn tvercov TZZ-Q 150/140 PS, s rovnm dnem, bez otvoro -672945838 -1441756048 286617600:poklop + rm litinov SN EN 124 , tYda B, bez odvtrn 1641719791 PC-podbet.Podbetonovn poklopu -209548616617115665JeYb mobiln na autopodvozkush 1651020881"Nakldn S" 3*1"Vykldn S v .osazen" 3*2HZS4131!Hodinov z tovac sazba jeYbnk512 1721128572PC-doprava S01Doprava S1 na stavbu 1424281307PC-osazen S01 Osazen S1 -2037189949 PC-mont~ S017Mont~ technologie, uveden do provozu a odzkouaen S1 1264886809 S1aaBetonov aachta, vnja promr 2800 mm, vnitYn promr 2500 m, vaka 4850 mm v .vstupnho komnku 712400087 S1b'Vstupn nerezov ~ebYk a vsuvn madla -939192475 S1c%Kompozitn poklop1500x1200mm, tYda A -1623251684 S1d Separa n stanice AmaDS3 02/2/02 -65171739 S1e&El.rozvad  pro 2 erpadla - do 7,5 kW -787831187 S1fInduk n protokomr -833794186PC-doprava S02Doprava S2 na stavbu -1000366571PC-osazen S02 Osazen S2 -370353378 PC-mont~ S027Mont~ technologie, uveden do provozu a odzkouaen S2 395663811 S2aeDvouplaeov aachta, vnja promr 1770 mm, vnitYn promr 1440 m, vaka 5000 mm v .vstupnho komnku 174155515 S2b$Kompozitn poklop 900x900mm, tYda A -1302803419 S2c Vstupn nerezov ~ebYk L=5300 m -1793750380 S2d Vsuvn madla -807935164 S2e-Mont~n ploaina - proveden kompozit a nerez -1578792807 S2f< erpadlo Q=3,8 l/s, H=9 m elektromotor 1,2 kW/2900 ot.minutu -1341702301 S2gTechnologick vystrojen DN 80 1273485363 S2h$El.rozvad  pro 2 erpadla - do 2 kW -604235592PC-doprava S03Doprava S3 na stavbu -1028574091PC-osazen S03 Osazen S3 -1177387872 PC-mont~ S037Mont~ technologie, uveden do provozu a odzkouaen S3 1022708618 S3aeDvouplaeov aachta, vnja promr 1770 mm, vnitYn promr 1440 m, vaka 3000 mm v .vstupnho komnku -2020226545 S3b -1572119598 S3c Vstupn nerezov ~ebYk L=3300 m 1858153103 S3d 1660710426 S3e< erpadlo Q=4,2 l/s, H=7 m elektromotor 1,2 kW/2900 ot.minutu 1922847204 S3fTechnologick vystrojen DN 50 -1838057868 S3g 986424809 899620151Vybetonovn meziplat S8208496 " S 2" 4,4 " S 3" 2,81359,4+225+83,9 977151122;Vyvrtn otvoru do D 130 mm do stavebnch materilo - beton -15809895297*2*0,15 711142559< 1Proveden izolace proti zemn vlhkosti pYitavenm -1907110011 628311160Izolace proti zemn vlhkosti -1120592580 998711201TPYesun hmot procentn pro izolace proti vod, vlhkosti a plynom v objektech v do 6 m 1600883338 -1748629161"Vtlak 1" 1359,4-55"Vtlak 2" 225"Vtlak 3" 83,9 -452157020 210010124EMont~ trubek ochrannch plastovch tuhch D do 90 mm ulo~ench voln 14346923653*3*3,5 345713530<trubka elektroinstala n ohebn Kopoflex, HDPE+LDPE KF 09075 729438274 210292041!PYezkouaen okruhu s prozvonnm 2104786444 210800527DMont~ mdnch vodi o CY, HO5V, HO7V, NYY, YY 6 mm2 ulo~ench voln 1429054193"Vtlak 1" 1365"Vtlak 2" 230 "Vtlak 3" 88 341408260)vodi  silov s Cu jdrem CY H07 V-U 6 mm2 -421140813 PC-ukon en01Ukon en vodi e -164554454SO 01 KanalizaceSO 01,2 erpac stanice SO 01,2;3 PYpojka NNStavebn objekty Hodnota A Hodnota BZkladn nkladyDodvkaDoprava 3,60%, PYesun 1,00%Mont~ - materilMont~ - prce Mezisou et 1%PPV 6,00% z mont~e: materil + prceNtry Zemn prce"PPV 1,00% z ntro a zemnch prac Mezisou et 2'Dodav. dokumentace 0,00% z mezisou tu 2'Rizika a pojiatn 0,00% z mezisou tu 2$Opravy v zruce 0,00% z mezisou tu 1Zkladn nklady celkem%GZS 3,25% z prav strany mezisou tu 20Provozn vlivy 0,70% z prav strany mezisou tu 2Vedleja nklady celkemKompleta n innostNklady celkemZklad a hodnota DPH 21%Zklad a hodnota DPH 10%Nklady celkem s DPHRo n nrost cen 0,00%Sou ty odstavcoMaterilMont~Specifikace dodvkyDodvkyElektromont~eMjMateril celkem Mont~ celkempELEKTROMROV ROZVD  PLASTOV V PILXI PRO JEDNOSAZBOV ET PXM V . JISTI E 20A , PXIPOJOVAN KABELY DO 16MM2kspELEKTROMROV ROZVD  PLASTOV V PILXI PRO JEDNOSAZBOV ET PXM V . JISTI E 10A , PXIPOJOVAN KABELY DO 16MM28080 Zklad pilYeSpecifikace dodvky - celkemDodvky - celkemKABEL SILOV,IZOLACE PVCCYKY 4x10 mm2, volnR Ukon en vodi o izolovanch s ozna enm a zapojenm v rozvd i nebo na pYstroji 16 mm2jUkon en kabelo nebo vodi o koncovkou popY. s vvodkou do 1 kV typ Raychem, kabelo silovch celoplastovch 502K033-53/42 (4x4 a~ 16) OCELOV PSEK POZINKOVANFeZn30x4 (0,95 kg/m), voln SVORKA HROMOSVODN,UZEMGOVAC!SR02 4xM8 odbo n a spojovac M8 HODINOVE ZUCTOVACI SAZBY Vyhledani pripojovaciho mista Zkusebni provoz Zabezpeceni pracovisteSPOLUPRACE S DODAVATELEM PRI zapojovani a zkouskach KOORDINACE POSTUPU PRACI S ostatnimi profesemi PROVEDENI REVIZNICH ZKOUSEK DLE CSN 331500 Spoluprace s reviz.technikem Revizni technikPodru~n materilElektromont~e - celkemVYT EN TRATI KABEL.VEDEN& Kabelov veden v zastavenm prostorukmSEJMUT ORNICE Vrstva do 15cm,zemina tY.2HLOUBEN KABELOV RHY) Zemina tYdy 3, aYe 350mm,hloubka 800mmZXZEN KABELOVHO LO}EH Z kopanho psku vrstvy 10cm se zakrytm kabelu cihlami-ve smru kabelu FOLIE VSTRA}N Z PVC  `Yka 22cm VKOP JMY PRO STO}R,BETONOV ZKLAD A JIN ZAXZEN Zemina tYdy 3-4,ru nZHOZ JMY,UPCHOVN,PRAVAPOVRCHU V zemine tYdy 3-4ZHOZ KABELOV RHYKABELOV PROSTUP Z PVC TRUBKY Svtlost do 10,5 cm ODVOZ ZEMINY Do vzdlenosti 1 kmPROVIZORN PRAVA TERNUV PXRODN ZEMIN* Provizorn prava ternu v zemina tYdy 3 PRAVA POVRCHU Oset povrchu travouGEODETICK ZAMXENZemn prce - celkemHodnotaNadpis rekapitulace2Seznam prac a dodvek elektrotechnickch zaYzenAkceKANALIZACE DXEVNOVICEProjekt=SO 01.2 - ERPAC STANICE + VTLAKY DSO 01.2.3 - PXPOJKY NNInvestorOBEC DXEVNOVICEZ. .160044A. . CO6/E/002Smlouva Vypracoval ING.BAB EK KontrolovalK.TINKLDatum2/2016C2016?Uveden ceny jsou v K  a nezahrnuj DPH, pokud to nen uvedeno.Doprava dodvek (3,6) %3,60PYesun dodvek (1) %1,00PPV (1 nebo 6) %6,00 PPV zemnch prac, ntro (1) %!Dodavat. dokumentace (1 - 1,5) %0,00Rizika a pojiatn (1 - 1,5) %Opravy v zruce (5 - 7) %GZS (3,25 nebo 8,4) %3,25Provozn vlivy %0,70Kompleta n innost - aKompleta n innost - b0,952842Kompleta n innost - k1Kompleta n innost - k2Ro n nrost cen 1 %Ro n nrost cen 2 %,1. sazba DPH % - i pro pYir~ky rekapitulace2. sazba DPH %"Stoka B" 773+430+175,516*0,3 174,335*0,9 156,915*0,3 174,335*0,1 17,434*0,3"Vkop" 20,48*0,0516*3 16*0,03*1,03 1262,08*0,3 2496,103*0,9 2246,493*0,3 2496,103*0,1 249,61*0,3 988,774*1,9 193,9*0,05193,9*3193,9*0,03*1,03 6111,908*0,9 5500,717*0,3 6111,908*0,1 611,191*0,3 3271,549*0,5 2354,445*0,55 627,574*0,61190,209*1,7*1,01 570,93*0,05570,93*0,03*1,03570,93*3"Potrub" 1342,5+625,5 # 2265,612*0,9 2039,051*0,3 2265,612*0,1 265,561*0,3 1502,640*0,5 603,132*0,55 18,18*0,6439,452*1,7*1,01 427,92*0,05427,92*0,03*1,03427,92*3 909,552*1,9""Zsyp kamenivem" 317,603*1,7*1,01"Potrub" 1099 $ 48,862*1,9$"Vkop v komunikaci" 5055,665-909,52 5025,513*1,9#"Zsyp kamenivem" 2736,521*1,7*1,01015186+PYpravn prce pro rekonstrukci komunikace Trubn veden)Okru~n kYi~ovatka, komunikace, chodnky 0160022Okru~n kYi~ovatka ulic K Pasekm, Paseck, Str~eVodorovn konstrukce KomunikaceCO6 Kanalizace SO 01,1StokySO 01.3PYpojky Zakldn<8 998 PYesun hmotM46Zemn prce pYi mont~chSO 01.2 erpac stanice a vtlaky SO 01,2,1 DSO 01.2.2Vtla n potrub#Ostatn konstrukce a prce, bourn PYesun kmot711Izolace proti vlhkostiM21SO 01.2.1 erpac staniceSO 01.2.2 Vtla n potrubSO 01.3 - PYpojky SO 01.1 Stoky"Xad A - potrub" 625,6*1,8"Xad B - potrub" 126*1,8"`achty betonov" 20*2,9*2,9"Jmy protlako" 2*2,5*2,52733,3*2 stoka A +620 stoka A3 28644/1 242111111R001Osazen plat studny z bet. skru~ celch DN 80044/2 59222722R(Trouba betonov ~labov TBH-Q 140-60/250120a 892855113R00Kontrola kanalizace TV kamerou596,5+978,5+29+364"Potrub" 1099-285 $DVeaker nklady spojen s vybudovnm, provozem zaYzen staveniat.:Mont~ kanaliza nho potrub SN 8 z polypropylenu DN 200!Trouba kanaliza n PP SN 8 DN 20013*1,01516*1,015Cpotrub vodovodn PE100 RC PN16 SDR11 6 m, 12 m, 100 m, 90 x 8,2 mmQMont~ potrub z PE100 RC SDR 11 otevYen vkop svaYovanch na tupo D 90 x 8,2 mmSMont~ potrub z PE100 RC SDR 11 otevYen vkop svaYovanch na tupo D 125 x 11,4 mm>potrub vodovodn PE100 RC PN16 SDR11 6 m, 12 m, 125 x 11,4 mm2Vodorovn pYemstn drnu bez nalo~en se slo~enm:Vodorovn pYemstn vkopku/sypaniny z horniny tY. 1 a~ 43Vodorovn pYemstn drnu bez nalo~en se slo~enm  +H(E # &%(9, 2:uqAHDdF;GgHz4JKWMlO\Q<U` Y^are.ik?os] wqzL}1r ؃s߅zr XČ;[- V ) v/\66o ׵, ޷3͹"`Ƽ}rL:-7i(Z  ~ <t&XK9G ]k +9 ky d Op=(  6!wb #zk%V'w)b+A./t-2X4% 8:+>@ACtE}FSGUIxJ(5LTNccB  Ihl  dMbP?_*+%&ffffff?'ffffff?([4d2?)[4d2?MMinolta Di2510 PCL6  4XXX Courier NewTimes New Roman XQTY@PJL JOB NAME="!JOBNAME" @PJL SET DUPLEX=OFF @PJL SET OUTBIN=DEFAULT @PJL SET SORTING=NONE @PJL SET RET=OFF @PJL SET ECONOMODE=OFF @PJL SET USERNAME="" @PJL SET JOBPRIORITY=3 @PJL EOJ {{{{@Granite GUI not initializedC:\WINDOWS\SYSTEM32\SPOOL\DRIVERS\W32X86\3\MLTXL__M.XPI@@@@@@d " dXX333333?333333?&<3U} $;;       @PPPPPPPP QRPPPPPPQRPPPPPPSRPPPPPP T 000001P U222223P U222223P U222223P U 222223P U  222223P U  ((((()P U  *++++,P V  -----.P PPPPPPPPPPPPPPPP WPPPPPPP /'//////P&@&2&&&&&&&&&PH(0(  (>@'''@ ǢE>oUÅd@< (&ffffff?'ffffff?([4d2?)[4d2?MMinolta Di2510 PCL6  4XXX Courier NewTimes New Roman XQTY@PJL JOB NAME="!JOBNAME" @PJL SET DUPLEX=OFF @PJL SET OUTBIN=DEFAULT @PJL SET SORTING=NONE @PJL SET RET=OFF @PJL SET ECONOMODE=OFF @PJL SET USERNAME="" @PJL SET JOBPRIORITY=3 @PJL EOJ {{{{@Granite GUI not initializedC:\WINDOWS\SYSTEM32\SPOOL\DRIVERS\W32X86\3\MLTXL__M.XPI@@@@@@d " dXX333333?333333?& ǢE>oUÅ<3R    ggD   {s3  dMbP?_*+%W&L&9Zpracovno programem &"Arial CE,tu n"BUILDpower S, RTS, a.s.&R&9Strnka &P z &N&M&d2?'M&d2?(M&d2?)M&d2?MbKONICA MINOLTA 423 PCLNOLTA 42 4,,A4xSPLXx423PCLXLh 4 ++++4 L -e4 4 L -dInTray1InTray2InTray3InTray4InTrayLCTInTrayManuald}HddXXP_ArialCourier NewTimes New RomanSymbolWingdings ArialCourierTimes New RomanSymbolWingdings#ivK4 splwow64.exeO`a(" \',,M&d2?&d2U} } $ } m } $ } m } m B}  } B} q} }  } } 33f Sloupec B{4@Y@x@Z@@@@@@   @ @@@@@h@@ ~ CD \DEFGH I m O( *LL Kf )KLKL KfJKLKnroooo mpJKLKnroooo ghiijkjks m + N 1 t M N t NM u NM u m , N 0 uN - N u / .N u u Jlllllllv       2~ ?  3 4~ ? Z ZZ    ~ ?  Z  ~ ?  Z  ~ ?  Z ;5<<<# %   6   7 ~ .@ 8 #  %p o9 oo~ o.@ o8 o&  D Dd@@ D4>.,*B"B00 (VF2iiiW >y 4!4 "4J $4&4(4)4+4.4/404142434547484:4;4=4>4 o7 oo~ o5@ o8 o " D ! !h9 !hh~ !h5@ !h8 !o&! D D!d" ":"#" ! %! z $4;$44444444 $3T9u D$,)1. PODMNKY PRO ZPRACOVN NABDKOV CENY &4<&44444444 &3$3D& Preambule (4=(44444444 (3&3D({Tento soupis stavebnch prac, dodvek a slu~eb je sestaven jako podklad pro zpracovn nabdek dodavatelo na veYejnou zakzku na stavebn prce a obsahuje podmnky a po~adavky zadavatele, za kterch m bt zpracovna nabdkov cena dodavatelo. elem tohoto soupisu je zabezpe it obsahovou shodu vaech nabdkovch cen a usnadnit nsledn posouzen pYedlo~ench cenovch nabdek. )4>)44444444 )3(3D)`PYedpokld se, ~e dodavatel pYed zpracovnm cenov nabdky pe liv prostuduje vaechny pokyny a podmnky pro zpracovn nabdkov ceny obsa~en v zadvacch podmnkch a bude se jimi pYi zpracovn nabdkov ceny Ydit. Soupis stavebnch prac, dodvek a slu~eb je sestaven v souladu s podmnkami vyhlaky Ministerstva pro mstn rozvoj .230/2012 Sb. +4?+44444444 +3)3D+C  Vymezen nkterch pojmo .4@.44444444 .3+3.3.333LYPro ely zpracovn nabdkov ceny se jsou pou~ity nkter pojmy, pod ktermi se rozum: /4A/44444444 /3.3.3S( Soupisem stavebnch prac dodvek a slu~eb dokument, ve kterm jsou definovny zadavatelem po~adovan stavebn prce, dodvky a slu~by v podrobnostech nezbytnch pro zpracovn cenov nabdky dodavatele. Soupis obsahuje i vymezen po~adovanho mno~stv stavebnch prac, dodvek a slu~eb. 04B044444444 03>/3.3Cenovou soustavou uspoYdan soubor informac o stavebnch a mont~nch pracch, materilech a vrobcch obsahujc zatYdn polo~ek, podrobn popis a mrnou jednotku, zposob mYen a dala technick a cenov podmnky pro mo~nost stanoven jednotkov ceny. 14C144444444 13@Н03.3 Ostatnmi nklady nklady dodavatele spojen se splnnm povinnost dodavatele vyplvajcch z obchodnch i jinch podmnek zadvac dokumentace. PatY do nich zejmna nklady na vyhotoven dokumentace skute nho proveden stavby, nklady na geodetick zamYen dokon enho dla, nklady spojen s podmnkami pro publicitu projektu, nklady na dlenskou i vrobn dokumentaci apod. 24D244444444 23x13.3? Polo~kovm rozpo tem dokument odpovdajc svm obsahem a strukturou soupisu stavebnch prac, dodvek a slu~eb, pYedanho zadavatelem dodavateli ke zpracovn nabdky, v nm~ dodavatel dopln k jednotlivm polo~km stavebnch prac, dodvek nebo slu~eb svoje nabdkov jednotkov ceny a stanov i celkovou nabdkovou cenu pYsluan polo~ky a dle stanov nabdkov ceny dle struktury soupisu a~ po celkovou nabdkovou cenu za veaker stavebn prce, dodvky nebo slu~by, kter jsou obsahem soupisu stavebnch prac, dodvek a slu~eb. 34E344444444 33"23.3Z Vedlejami nklady nklady na innost zhotovitele, kter nejsou zahrnuty v polo~kch soupisu stavebnch prac, dodvek nebo slu~eb, ale se zhotovenm stav-by souvis a jsou pro realizaci stavby nezbytn. Nkdy se definuj jako vedleja rozpo tov nklady a zahrnuj zejmna nklady na vybudovn, provoz a odstrann zaYzen staveniat. 54F544444444 53`33D5 Cenov soustava 74G744444444 7353D7A Pou~it cenov soustava 84H844444444 83Z73D8Soupisy stavebnch prac, dodvek a slu~eb jsou zpracovny s pou~itm cenov soustavy zpracovan spole nost RTS, a.s.. Polo~ky z cenov soustavy maj uveden odkaz na cenovou soustavu v etn ozna en pYsluanho cenku. :4I:44444444 :383D: Technick podmnky ;4J;44444444 ;3>:3D;3Obsah jednotlivch polo~ek, zposob mYen a ostatn dala podmnky definujc obsah a pou~it jednotlivch polo~ek jsou obsa~eny v cenovch a technickch podmnkch pYsluanch cenko (viz zaYazen u polo~ky), kter jsou voln dostupn na elektronick adrese www.cenovasoustava.cz =4K=44444444 =3 ;3D=+Individuln polo~ky >4L>44444444 >3k=3D>Polo~ky soupisu prac, kter cenov soustava neobsahuje, jsou ozna eny popisem  vlastn . Pro tyto polo~ky jsou cenov a technick podmnky definovny jejich popisem, pYpadn odkazem na konkrtn st pYsluan dokumentace..#q|Ww_DP\eh~v@4B4C4E4G4H4J4K4L4N4O4Q4R4V4X4[4]4^4_4 @4M@44444444 @3pݽ>3D@E! Zvaznost a zmna soupisu B4NB44444444 B3^@3DB Zvaznost soupisu C4OC44444444 C3B3DCC Poskytnut soupisy jsou pro zpracovn nabdkov ceny zvazn. Je vylou eno jakkoliv vyYazen polo~ek ze soupisu, doplnn polo~ek do soupisu, slu ovn polo~ek a jakkoliv zsah do popisu polo~ky, mno~stv mrnch jednotek nebo jakkoliv mnit i upravovat jakkoliv jin daj v soupisu. E4PE44444444 E3!C3DEo6 Zvlatn podmnky pro stanoven nabdkov ceny G4QG44444444 G33E3DGu9 PYeprava vybouranch hmot, suti a vyt~en zeminy H4RH44444444 H3PG3DHO&Pokud soupis obsahuje i nkter technologick polo~ky vztahujc se k ulo~en vyt~en zeminy nebo vybouranch hmot, vodorovn pYesuny zeminy nebo vybouranch hmot pak v takovch pYpadech zpracovatel soupisu pYedpokld ur itou pYepravn vzdlenost. Pokud z technologickho postupu dodavatele vyplv jin pYepravn vzdlenost, je povinnost dodavatele stanovit takovou jednotkovou cenu, aby celkov cena polo~ky odpovdala jeho konkrtnm technologickm podmnkm a konkrtn pYepravn vzdlenosti, pYi soupisem vymezenm mno~stv mrnch jednotek. J4SJ44444444 J3!H3DJm5 Vnitrostaveniatn pYesun stavebnho materilu K4TK44444444 K3pJ3DKrPokud soupis obsahuje i polo~ky vztahujc se ke vnitrostaveniatnmu pYesunu materilo (polo~ky ozna en jako pYesun hmot), pak v takovch pYpadech je povinnost dodavatele stanovit takovou jednotkovou cenu, aby celkov cena polo~ky odpovdala jeho konkrtnm technologickm podmnkm a konkrtn pYepravn vzdlenosti, pYi soupisem vymezenm mno~stv mrnch jednotek. L4UL44444444 L3K3DLVnitrostaveniatn pYesun hmot prac PSV (pomocn stavebn vroba) mo~e bt v soupisu stanoven procenticky z hodnoty ceny za proveden pYsluanch Yemeslnch prac, dodvek a slu~eb. V takovm pYpad nen v soupisu uvedeno mno~stv mrnch jednotek. Dodavatel ocen celkovou cenu u takov polo~ky pYesunu hmot v~dy konkrtn stkou v K , bez ohledu na to, jakm zposobem k jejmu vpo tu dospl. N4VN44444444 N3 W9L3DNY+ PYplatky za zt~en podmnky prac O4WO44444444 O3;N3DOGPokud soupis polo~ku pYplatku za zt~en podmnky obsahuje, je dodavatel povinen ji ocenit bez ohledu na to, ~e tento pYplatek dodavatel standardn neuplatHuje. Q4XQ44444444 Q3ܽO3DQG" Vedleja a ostatn nklady R4YR44444444 R3@\Q3DRTyto nklady jsou popsny v samostatnm soupisu stavebnch prac, dodvek a slu~eb s tm, ~e dodavatel je povinen v rmci tchto nklado ocenit vaechny definovan nklady souhrnn pro celou stavbu. V4ZV44444444 V3!R3DV742. SPECIFICK PODMNKY PRO ZPRACOVN NABDKOV CENY X4[X44444444 X3V3DXQZde dopln zpracovatel soupisu pYpadn specifika tkajc se konkrtn zakzky. [4\[44444444 [3X3D[!3. ELEKTRONICK PODOBA SOUPISU ]4]]44444444 ]30ܽ[3D]&# Elektronick podoba soupisu ^4^^44444444 ^37]3D^OV souladu se zkonem jsou pYedlo~en soupisy zpracovny i v elektronick podob. Elektronickou podobou soupisu stavebnch prac, dodvek a slu~eb je formt MS EXCEL. _4__44444444 _3о^3D_hPopis formtu soupisu odpovd svou strukturou vzorovmu soupisu voln dostupnmu na internetov adrese:* hg2flqa4c4d4f4g4i4j4r ;t @u @v @w @x y z  a4`a44444444 a3_3Dawww.stavebnionline.cz/soupis c4ac44444444 c3W9a3Dc1. Zpracovn elektronick podoby soupisu d4bd44444444 d3sc3DdjPYedan formt MS EXCEL je nepYstupnm (uzam enm) souborem, do kterho dodavatel doplHuje pouze jednotkov ceny ke vaem polo~km. Ostatn cenov daje, jako celkov cena polo~ky, mezisou ty za stavebn i funk n dly nebo sou ty celkov ceny stavebnho objektu, jako~ i cena stavby jsou vsledkem vlo~ench matematickch vzorco v pYsluanch pozicch souboru. f4cf44444444 f3h)d3Df Jin formt soupisu g4dg44444444 g3@>f3DgPokud by kterkoliv dodavatel ml problmy s pYedanm formtem, lze na po~dn poskytnout soupis stavebnch prac tak ve formtu *.xml, co~ je standardn formt pou~van pro pYenosy dat. Dokumentace tohoto formtu je voln pYstupn na webovch strnkch MMR. i4ei44444444 i3@g3Di; Zvre n ustanoven j4fj44444444 j3i3Djc`Ostatn podmnky vztahujc se ke zpracovn nabdkov ceny jsou uvedeny v zadvac dokumentaci. rgt th tit t ju uk u5lu556777u v Zv vm v8nv889:::v w Z"w wow#w  %uv lx y z " j|"iZJ]]Wl      cov  kov   ou !  za$ 3kumij 33anu  orHw  m,PH0(  >@Kdd  @ ǢE>oUÅK@9 $>W&L&9Zpracovno programem &"Arial CE,tu n"BUILDpower S, RTS, a.s.&R&9Strnka &P z &N&M&d2?'M&d2?(M&d2?)M&d2?MMinolta Di2510 PCL6  4,,X Courier NewTimes New Roman XQTY@PJL JOB NAME="!JOBNAME" @PJL SET DUPLEX=OFF @PJL SET OUTBIN=DEFAULT @PJL SET SORTING=NONE @PJL SET RET=OFF @PJL SET ECONOMODE=OFF @PJL SET USERNAME="" @PJL SET JOBPRIORITY=3 @PJL EOJ {{{{@Granite GUI not initializedC:\WINDOWS\SYSTEM32\SPOOL\DRIVERS\W32X86\3\MLTXL__M.XPI@@@@@@d " K',,M&d2?& ǢE>oUÅd2z/$$ && (( )) ++ .. // 00 11 22 33 55 77 88 :: ;; == >> @@ BB CC EE GG HH JJ KK LL NN OO ff QQ RR VV XX [[ ]] gg ii jj uuvv^^ __ aa cc dd 7 List5112b(b(9ffggD  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