natgillin/translations-raw huggingface dataset:
On the wall interfaces (in the corners) additional reinforcement 4Ø12 should be performed.
Na sučeljima zidova (u uglovima) izvesti dodatnu armaturu 4Ø12.
GROUND FLOOR WALL approx.
ZID PRIZEMLJA cca
Basement walls of reinforced concrete should be reinforced on both sides with Q-257 reinforcement grids.
Armiranobetonske zidove podruma armirati obostrano armaturnim mrežama Q-257.
Underground floor walls of reinforced concrete should be reinforced on both sides with Q-257 reinforcement grids.
Armiranobetonske zidove podzemne etaže armirati obostrano armaturnim mrežama Q-257.
BILL OF QUANTITIES
TROŠKOVNIK
Bill of quantities
Troškovnik
The contractor has an obligation to adhere to project engineer's instructions in all matters relating to selection and processing of the materials and mode of execution of certain details, unless this has already been described in detail in the bill of quantities.
Izvođač je obavezan pridržavati se uputa projektanta u svim pitanjima koja se odnose na izbor i obradu materijala i način izvedbe pojedinih detalja, ukoliko to nije već detaljno opisano troškovnikom.
General technical requirements for work and material quality assurance in this project form an integral part of the bill f quantities, and with regard to that carry the following obligations:
Osnovni tehnički uvjeti za osiguranje kvalitete materijala i radova iz ovog projekta sastavni su dijelovi troškovnika te su s tim u svezi obvezni pri izradi.
Ante Ljubičić, graduate civil engineer
Ante Ljubičić, dipl.ing.građ.
Deana Brujić Ilijašević, graduate electrical engineer
Deana Brujić Ilijašević, dipl.ing.el.
- Appointing of project engineers
- Imenovanje projektanta
- Decision of project engineer
- Rješenje projektanta
Installation detail for concrete curb
Detalj ugradnje betonskog rubnjaka
76/07, 38/09, 55/11 and 90/11), the following decision is issued:
76/07, 38/09, 55/11 i 90/11), donosi se sljedeće:
Work and assignments of the project engineer shall start with the day this decision is issued and last until the completion of the project.
Poslovi i zadaci projektanta teku od dana donošenja rješenja i traju do završetka projekta.
11. Ordinance on spatial standards, urban-technical conditions and norms for prevention of architectural-urban barriers (OG no.
11.Pravilnik o prostornim standardima urbanističko-tehničkim uvjetima i normativima za sprječavanje stvaranja arhitektonsko-urbanističkih barijera ( N.N. br.
14.Ordinance on the safety at work in working and auxiliary premises and areas (OG no. 42 / 05 )
14.Pravilnik o zaštiti na radu za radne i pomoćne prostorije i prostore ( N.N. br 42 / 05 )
1. Standardisation Act (OG no.
1.Zakon o normizaciji (N.N. br.
2. Public Roads Act (OG no.
2.Zakon o javnim cestama (N.N. br.
4. Occupational Safety Act (OG no.
4.Zakon o zaštiti na radu (N.N. br.
11. Ordinance on spatial standards, urban-technical conditions and norms
11.Pravilnik o prostornim standardima urbanističko-tehničkim uvjetima i normativima za
FIRE SAFETY MEASURES DURING FACILITY CONSTRUCTION
MJERE PROTUPOŽARNE ZAŠTITE ZA VRIJEME IZVEDBE GRAĐEVINE
During the construction of facility all necessary measures with regard to easily flammable materials that could cause a fire need to be implemented.
Za vrijeme izvedbe građevine potrebno je provesti sve potrebne mjere sa lako zapaljivim materijalima koji mogu izazvati požar.
It is necessary to compose fire safety rules at the site, and these rules must communicated to all the participants in the construction. Furthermore, a responsible person shall be appointed.
Na gradilištu je potrebno izraditi pravila za zaštitu od požara, sa kojim pravilima treba upoznati sve sudionike u gradnji i odrediti odgovornu osobu.
During construction these fire access routes need to be at least 5.5 m wide with minimum internal radius of 7.50 m.
Ovi vatrogasni pristupi i za vrijeme gradnje trebaju biti najmanje širine 5,50 m sa minimalnim unutarnjim radijusom od 7,50m.
FIRE SAFETY MEASURES DURING FACILITY USE
MJERE PROTUPOŽARNE ZAŠTITE ZA VRIJEME UPOTREBE GRAĐEVINE
OCCUPATIONAL SAFETY MEASURES
MJERE ZAŠTITE NA RADU
Pursuant to provisions of the Occupational Safety Act (OG no.
Temeljem odredbe Zakona o zaštiti na radu (N.N. br.
76/07, 38/09, 55/11 and 90/11), prescribing technical properties important for the facility as well as determinants related to construction products.
76/07, 38/09, 55/11 i 90/11), kojim se propisuju tehnička svojstva bitna za građevinu te odrednice vezane uz graditeljske proizvode.
The above mentioned commits the manufacturer, project engineer and contractor, quality assurance and control of materials, work and construction.
Spomenuto obvezuje proizvođača, projektanta i izvoditelja, kontrolu i osiguranje kvalitete materijala, radova i građevine.
PREPARATORY AND FINAL CONSTRUCTION WORK
PRIPREMNI I ZAVRŠNI RADOVI
staking OUT of area in question
iskolčenje predmetne površine
Staking out of the area in question includes all geodetic measurements used to transfer project data to the terrain, ensuring of the staked out area, profiling, maintaining and replacing of staking markers on the site during construction, until the site is handed over to the investor.
Iskolčenje predmetnih površina obuhvaća sva geodetska mjerenja kojima se podaci sa projekta prenose na teren, osiguranje iskolčene površine, profiliranje, obnavljanje i održavanje iskolčenih oznaka na terenu za vrijeme građenja, do predaje investitoru.
Place and manner of disposing of waste materials from the construction site in question needs to be determined in accordance with the supervisory engineer's instructions.
Mjesto i način deponiranja otpadnog materijala sa predmetnog gradilišta treba odrediti prema naputcima nadzornog inženjera.
Areas that are meant for construction of embankment immediately after topsoil excavation need to be tided and compacted immediately for the construction of a first level of embankment.
Površine na kojima odmah nakon iskopa humusa predviđena izrada nasipa, potrebno je odmah urediti i sabiti, te izraditi prvi sloj nasipa.
The thickness of the topsoil layer that needs to be removed is determined by prior testing and checks during the construction.
Debljina humusnog sloja kojeg treba odstraniti, utvrđuje se prethodnim ispitivanjem i kontrolom u toku rada.
The supervisory engineer shall determine the thickness of the topsoil layer in the presence of the authorised representative of the contractor, separately for each profile or for individual sections of the route, if the topsoil layer thickness is unchanged through the sections.
Debljinu humusnog sloja ustanovljuje nadzorni inženjer u prisutnosti ovlaštenog predstavnika izvođača, za svaki profil posebno ili za pojedine dionice trase, ako se debljina humusnog sloja na dionicama ne mijenja.
Identification of the topsoil layer is done based on the smell, colour, decomposing plant and animal remnants, as well as total amount of soil organic matter.
Identifikacija humusnog sloja obavlja se na osnovi mirisa, boje, sastojaka biljnih i životinjskih ostataka koji podliježu procesima razlaganja, kao i količina ukupnih organskih tvari.
Unless otherwise specified in special technical requirements, virgin soil surface layer with organic matter content over 10 mas.% shall be considered a topsoil settlement.
Ako nije drugačije određeno posebnim tehničkim uvjetima, humusnim slijeganjem smatra se površinski sloj sraslog tla u kojem je sadržaj organskih tvari veći od 10mas.%.
U.E1.010 Earths work for the construction of traffic areas and parking lots .
U.E1.010 Zemljani radovi na izgradnji prometnih površina i parkirališta.
check that the slant of work slope is within ratio 1:1 for loose coarse grained soil and 1:3 for fine grained cohesive coherent soil.
kontrolirati da se nagib radnih pokosa kreće u granicama od 1:1 za nevezana krupnozrna tla do 1:3 za sitnozrnata vezana koherentna tla.
Transport of materials
Prijevoz materijala
determining of a compaction level in relation to Standard Proctor Compaction Test (Sz) or by determining the compression modulus (Ms) using circular slab Φ30cm, at least per every 1000 m2 of each layer of the embankment;
određivanje stupnja zbijenosti u odnosu na standardni Proctorov postupak (Sz) ili određivanjem modula stišljivosti (Ms) kružnom pločom Φ30cm najmanje na svakih 1000m2 svakog sloja nasipa;
grain size distribution testing of the fill in material, at least every 4000 m2 of the constructed embankment;
ispitivanja granulometrijskog sastava nasipnog materijala najmanje na svakih 4000m2 izvedenog nasipa;
testing shall be conducted in series of at least 5 experiments per series, allowing for one out of five results per series to be below the the minimal requirements, on condition that it does not derogate from the absolute value for more than:
ispitivanja obavljati u serijama, pri čemu je najmanji broj pokusa u jednoj seriji 5 s tim da se dozvoljava da u jednoj seriji, jedan od 5 rezultata može biti manji od minimalno traženog, s time da po apsolutnoj vrijednosti ne odstupa za više od:
determining the compression modulus (Ms) using circular slab Φ30 cm, at least per every 1000 m2 of the capping layer;
određivanje modula stišljivosti (Ms) kružnom pločom Φ30cm najmanje jedno određivanje na svakih 1000m2 posteljice;
If there is no prior experience in compacting materials using specific compacting equipment, the contractor must determine the suitability of such equipment and its effect on a road section with surface of 600 m2 using at least six compaction level tests (S) and six compression modulus tests (Ms).
U slučaju da ne postoji iskustvo o zbijanju materijala određenim sredstvima za zbijanje, pogodnost tih sredstava i njihov učinak izvoditelj mora na početku rada ustanoviti na odsjeku ceste površine 600m2 s najmanje šest ispitivanja stupnja zbijenosti (S) šest ispitivanja modula stišljivosti (Ms).
determining the compression modulus (Ms) using circular slab Φ30 cm,
ispitivanje modula stišljivosti (Ms) pločom Φ30cm
determining of a compaction level in relation to Standard Proctor Compaction Test (Sz) with testing results every 500 m2 or 1000 m2
ispitivanje stupnja zbijenosti u odnosu na modificirani Proctorov postupak (Sz) za koje se moraju postići rezultati ispitivanja na svakih 500m2 ili 1000m2
Access path to "Kalnik" water reservoir is situated on the cadastral plot no.
Pristupni put vodospreme "Kalnik" nalazi se na katastarskoj čestici k.č.br.
Approximately 15.0 m from the connection with the existing road there is an access path across the left semicircular bend with bend radius of R=5.00 m and deflection of approximately ß=85° and right semicircular bend with bend radius of R=5.00 m and deflection of approximately ß=95° where it turns towards the water reservoir structure in front of which it connects with designed plateau in front of a structure constructed out of concrete slabs.
Od spoja sa postojećom cestom, nakon cca 15,0m pristupni put preko lijeve polukružne krivine polumjera zakrivljenosti R=5,00 m i kuta skretanja cca α=85° i desne polukružne krivine polumjera zakrivljenosti R=5,00 m i kuta skretanja cca α=95° skreće prema objektu vodospreme i pred objektom vodospreme spaja se sa projektiranim platoom ispred objekta izvedenog iz betonskih ploča.
On the south-east side of the plot, an extension of the access path shall be constructed to make it easier for vehicles to turn around.
Na jugistočnoj strani parcele a u produžetku pristupnog puta izvodi se produženje pristupnog puta a u svrhu lakšeg okretanja vozila.
All the surfaces shall be paved using concrete slabs and concrete curbs Ø 10/20 cm, embedded in concrete foundation Ø 30/30 cm.
Sve površine, opločenje betonskim pločama, omeđene su betonskim rubnjacima presjeka 10/20 cm, ugrađenim u betonski temelj presjeka 30/30 cm.
Curbs are installed at the height of the finished surface.
Rubnjaci se ugrađuju u visini gotovih površina.
Before the implementation of a sub bearing course, a non-woven geotextile 300g/m² needs to be placed on a restored and designed capping layer.
Na uređenu i isplaniranu posteljicu, prije ugradnje donjeg nosivog sloja treba postaviti netkani geoteksti 300 g/ m2.
All the work needs to be done professionally, pursuant to the project and in accordance with the latest technology and science.
Svi radovi moraju se uraditi stručno i prema projektu u skladu s najnovijim stanjem tehnike i znanosti.
For every unclear situation that occurs during the work the contractor has an obligation to request an explanation from the supervisory engineer.
Za svaki nejasan slučaj prilikom rada izvođač je dužan zatražiti objašnjenje nadzornog inženjera.
Testing is used to monitor the quality of carried out work in relation to the quality prescribed by these technical requirements.
Kontrolnim se ispitivanjem prati kvaliteta izvedenih radova u odnosu na kvalitetu propisanu ovim Tehničkim uvjetima.
For any departure from the project, the contractor needs an approval from the supervisory engineer and consent of the project engineer, which must be requested in writing and entered into the construction log book.
Za svako odstupanje od projekta, izvođač mora imati odobrenje nadzornog inženjera i suglasnost projektanta što mora biti zatraženo pismenim putem i mora biti upisano u građevinski dnevnik.
All the work that departs from the project and was done without the consent and approval of the supervisory engineer and the project engineer have to be corrected and harmonised with the project
Svi radovi koji odstupaju od projekta, a načinjeni su bez suglasnosti i odobrenja nadzornog inženjera i projektanta moraju biti ispravljeni i dovedeni u sklad s projektom.
PREPARATORY AND FINAL CONSTRUCTION WORKS
PRIPREMNI I ZAVRŠNI RADOVI
Staking out of the pedestrian-traffic area in question includes all geodetic measurements used to transfer project data to the terrain, ensuring of the axis, staked out area, profiling, maintaining and replacing of staking markers on the site during construction, until the site is handed over to the investor.
Iskolčenje trase predmetnih pješačko-prometnih površina obuhvaća sva geodetska mjerenja, kojima se podaci s projekta prenose na teren, osiguranje osi, iskolčene trase, profiliranje, obnavljanje i održavanje iskolčenih oznaka na terenu za sve vrijeme građenja do predaje Investitoru.
Before the work begins, the client shall hand over to the contractor the staked out traffic surface route on the site together with all the necessary data.
Prije početka radova naručitelj predaje izvođaču iskolčenu trasu prometnih površina na terenu sa svim potrebnim podacima.
Handover of the route is entered into a log signed by representatives of a client, a project engineer and a contractor.
Primopredaja trase unosi se u zapisnik kojeg potpisuju predstavnici Naručitelja projektanta i izvođača.
This includes project planned removal of the existing trees and other plants.
Ovim radovima obuhvaćeno je projektom predviđeno uklanjanje postojećih stabala i ostalog rastlinja.
This work includes extraction and disassembly of traffic signs and other traffic equipment, (possible) demolition of existing walls, demolition of existing pavement structures, removal of curbs, demolition of concrete foundations of demolished facilities and similar.
Ovim radovima obuhvaćeno je vađenje i demontiranje prometnih znakova i ostale prometne opreme, (eventualno) rušenje postojećih zidova, rušenje postojeće kolničke konstrukcije, uklanjanje rubnjaka, rušenje betonskih temelja od srušenih objekata i sl.
Disposing mode and ground for waste materials from the construction site in question need to be requested from the authorised service before the construction work starts in accordance with the supervisory engineer's instructions.
Mjesto i način deponiranja otpadnih materijala sa predmetnog gradilišta treba zatražiti od nadležne službe prije početka izvođenja radova u skladu sa uputama nadzornog inženjera.
During wear resistance testing - upper wearing surface (B.B8.0157), concrete elements cannot suffer abrasive loss above 15.0 cm3/50,0 cm2 (average of at least three samples) whereat none of the individual values can exceed 18.0 cm3/50 .0cm2.
Betonski elementi ne smiju pri ispitivanju otpornosti na habanje - gornje habajuće površine (B.B8.0157) imati abrazivni gubitak veći od 15,0 cm3 / 50,0 cm2 (prosjek od najmanje tri uzorka) pri čemu nijedna pojedinačna vrijednost ne smije biti veća od 18,0 cm3 / 50 ,0cm2.
In order to achieve a visual effect, the construction of final (surface) course is planed with use of coloured concrete elements: colours in accordance with choices of the designer of the architectural part of the project, and based on delivered samples.
Radi postizanja određenih vizualnih efekata, predviđena je izrada završnog sloja betonskih elemenata od obojenog betona: boje prema odabiru projektanta arhitektonskog dijela projekta, a na osnovi dostavljenih uzoraka.
Concrete elements are laid on preplanned and profiled sand substrate (without pre-rolling).
Betonski elementi se polažu na predhodno isplaniranu i profiliranu podlogu od pijeska (bez predvaljanja).
After the completion of the construction work on the construction site the contractor has an obligation to bring the environment into a good condition within a month, starting from the day inspection certificate was issued.
Izvoditelj radova je dužan nakon završetka radova gradilišta i okoliš dovesti u stanje uređenosti najkasnije u roku od mjesec dana nakon izdavanja uporabne dozvole.
All temporary buildings, installations and similar, set up-built by the contractor to facilitate the construction of the structure in question must be removed by the contractor.
Sve privremene zgrade, postrojenja i slično koje je izvoditelj radova postavio - izgradio u cilju izgradnje predmetne građevine dužan je ukloniti.
The contractor has an obligation to restore to its initial condition, i.e to condition stipulated in the project, all the destroyed greenery-lawns, shrubbery, fences and the rest.
Sve uništeno zelenilo - travnjake, raslinje, ograde i ostalo, izvoditelj radova je dužan dovesti u prvobitno stanje, odnosno u stanje prema projektu.
All damaged surfaces and installations of adjacent structures must be restored to their initial condition.
Sve oštećene površine i instalacije susjednih objekata, potrebno je dovesti u prvobitno stanje.
After assembly, pressure testing and washing and before its commissioning, a trial operation of the entire facility shall be initiated .
Nakon završene montaže, tlačne probe i ispiranja a prije puštanja u rad pristupa se probnom radu postrojenja kao cjeline.
Minimal necessary amount of water needed for washing of the pipeline in question is 3÷5 of section volume that is undergoing cleaning.
Minimalna potrebna količina vode za ispiranje predmetnog cjevovoda je 3÷5 volumena dionice koja se pere.
Washing shall last until completely clean water is flowing.
Ispiranje mora trajati sve dok se ne dobije potpuno čista voda.
Washing and disinfection control shall be done exclusively under management of an authorised representative of a competent legal entity.
Kontrola ispiranja i dezinfekcije mora se vršiti isključivo pod rukovođenjem ovlaštenog predstavnika nadležne pravne osobe.
- Project engineers' statements on project's conformity with the Physical Planning and Building Act
- Izjava projektanta o usklađenosti projekta sa zakonom o prostornom uređenju i gradnji
Pursuant to the Physical Planning and Building Act (OG no.
Na osnovu Zakona o prostornom uređenju i gradnji ( N.N. br.
of the Physical Planning and Building Act (OG no.
Zakona o prostornom uređenju i gradnji (N.N. br.
STATEMENT ON CONFORMITY WITH THE PHYSICAL PLANNING AND BUILDING ACT
IZJAVA O USKLAĐENOSTI SA ZAKONOM O PROSTORNOM UREĐENJU I GRADNJI
5. Physical Planning and Building Act (OG no.
5.Zakon o prostornom uređenju i gradnji (N.N. br.
The construction project was made in accordance with the Physical Planning and Building Act (OG
Građevinski projekt je izrađen u skladu sa Zakonom o prostornom uređenju i gradnji (N.N.
Pursuant to the Physical Planning and Building Act (OG no.
Na temelju Zakona o prostornom uređenju i gradnji (N.N. br.
Project engineer shall ensure that projects he/she designs meet the requirements of the Physical Planning and Building Act and special acts and other regulations.
Projektant je odgovoran da projekti koje izrađuje zadovoljavaju uvjete Zakona o prostornom uređenju i gradnji i posebnih zakona i drugih propisa.
of the Physical Planning and Building Act (OG no.76/07, 38/09, 55/11 and 90/11) and provisions of the Ordinance on the content of project engineer's statement on compatibility of the main, i.e. designing project with the provisions of special acts and other regulations (OG no. 98/99), and after the inspection of the technical documentation in question, the following statement is issued:
Zakona o prostornom uređenju i gradnji (“Narodne novine“ broj 76/07, 38/09, 55/11 i 90/11) i odredbama Pravilnika o sadržaju izjave projektanta o usklađenosti glavnog i idejnog projekta s odredbama posebnih zakona i drugih propisa (“Narodne novine“ broj 98/99), a nakon izvršene provjere predmetne tehničke dokumentacije daje se:
Physical Planning and Building Act (OG 76/07, 38/09, 55/11 and 90/11)
Zakon o prostornom uređenju i gradnji (NN 76/07, 38/09, 55/11 i 90/11)
of the Physical Planning and Building Act (OG no. 76/07, 38/09, 55/11 and 90/11) and the Ordinance on the content of project engineer's statement on compatibility of the main, i.e. designing project with the provisions of special acts and other regulations, the following statement is issued:
Zakona o prostornom uređenju i gradnji (“Narodne novine“ broj 76/07, 38/09, 55/11 i 90/11) i Pravilnika o sadržaju izjave projektanta o usklađenosti glavnog, odnosno idejnog projekta s odredbama posebnih zakona i drugih propisa izdaje se:
The Physical Planning and Building Act defines technical properties important for the facility, therefore during the handover the manufacturer shall submit Document proof.
Zakon o prostornom uređenju i gradnji definira tehnička svojstva bitna za građevinu pa je prilikom isporuke proizvođač dužan isto dokazati Ispravom.
Physical Planning and Building Act - OG
Zakon o prostornom uređenju i gradnji - N.N.
The village of Osijek Vojakovački forms a part of the municipality of Križevci high zone and the population is currently supplied with water from their own wells.
Naselje Osijek Vojakovački dio je visoke zone općine Križevci, te nemaju izgrađenu vodoopskrbnu infrastrukturu, a trenutno se opskrbljuju vodom iz vlastitih bunara.
In order to ensure the necessary quantity of water in the north-eastern area of the Križevci municipality, it is necessary to build a main water supply pipeline Carevdar-Glogovnica-Osijek Vojakovački in the length of approximately 14,250 m, as well as PS "Carevdar" WR "Glogovnica" and WBS "Osijek Vojakovački".
Da bi se osigurale potrebne količine vode na sjeveroistočnom području općine Križevaca potrebno je izgraditi magistralni vodoopskrbni cjevovod Carevdar - Glogovnica - Osijek Vojakovački, u dužini od cca 14.250 m, te PS „Carevdar“, VS „Glogovnica“ i HS „Osijek Vojakovački“.
The building plot is located within the jurisdiction of the Town of Križevci Municipal Plan according to map 1, "Physical Planning" within the construction area of the settlement.
Građevna čestica se nalazi unutra obuhvata Prostornog plana uređenja Grada Križevaca, prema karti br.1 „Korištenje i namjena prostora“ unutar građevinskog područja naselja.
The structure concerned is connected to the existing water supply network and has a function of elevating pressure and supplying the necessary amount of water for the village of Osijek Vojakovački.
Predmetna građevina je priključena na postojeću vodovodnu mrežu, te ima funkciju podizanja tlaka i dobavu potrebne količine vode za naselje Osijek Vojakovački.
Inside the facility there will be a sink that will be connected to the pipeline and will be used for washing hands and taking samples for the analysis of water quality.
Unutar objekta će se nalaziti umivaonik koji će biti spojen na tlačni cjevovod i služiti će za pranje ruku i uzimanje uzoraka za analizu kvalitete vode.