N3319120R4019 PTS Annex 4- Part2of2 (Total 8 of 9).pdf

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

INVESTOR/OBJECT

ELEMENTARY SCHOOL „DUŠAN BOJOVIĆ“

LOCATION

Župa, Nikšić

TYPE OF TECHICAL

DOCUMENTATION

PROJECT OF ADAPTATION

Decembar 2019.

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

OF THE PROJECT

A1. TERMS OF REFERENCE

A2. TEXTUAL AND NUMERICAL DOCUMENTATION

o Technical description o General and Technical conditions of works execution o Bill of Quantities

A3. GRAPHIC DOCUMENTATION – SCHEMES

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

A1 . TERMS OF REFERENCE

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

TERM OF REFERENCE

for preparation of project of adaptation

INTRODUCTION:

This task defines the framework for the project of adaptation of the elementary school "Dušan Bojović

LOCATION

Elementary School „Dušan Bojović” is located in Župa, Nikšić.

AIM AND PROJECT PROGRAM

As part of the modernization and sustainable development program, the school management has defined the programmatic task of adaptation, which included the application of a part of energy efficiency measures - replacement of exterior joinery and façade works

Investor:

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

A2.TEXTUAL AND NUMERICAL DOCUMENTATION

o Technical description o General and Technical conditions of works execution o Bill of Quantities

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

A3 .1.TECHNICAL DESCRIPTION

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

1.TECNICAL DESCRIPTION

MAIN DESIGN OF ADAPTATION

INTRODUCTORY NOTES:

Project documentation was done on the basis of the terms of reference, the adopted plan of measures for the adaptation and improvement of the conditions for the residence and work of children and employees, as well as the ambient conditions and applicable building codes, standards and regulations.

EXISTING CONDITION:

The construction of a thermo-insulated façade and the replacement of the locksmith at the hall are recognized as priorities for the school's renovation program. There is no thermo-insulated façade on the building, which results in high energy losses during the heating season. The windows in the gym are in very poor condition.

POSITION DESCRIPTION:

Exterior (facade) joinery REPLACE:

Existing facade joinery, on the new - functional part of the gym, is completely removed and replaced with new joinery made of PVC profiles (windows) Windows in general

Facade windows must be carried out according to the schemes of existing ones, all of PVC profiles (white profiles RAL 9010) with double glass package, with total heat transfer coefficient Uw≤ 1.5W / m²K according to EN ISO 10077

The manufacturer must prove that he has ISO 9001.

The final product which is going to be delivered to the construction site, must be certified in accordance with EN 12207, EN12208, EN12210, and made in the system as follows:

Profiles The window system should be made of multi-chamber (at least five-chamber) PVC profiles (white profiles RAL 9010), minimum profile width 70mm, in accordance with the RAL quality standard (which means resistance to UV radiation, twist, etc.).

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

The maximum value of the thermal conductivity of the profile should be Uf≤1.3W / m²K The profile reinforcement should be in accordance with the specification of the profile supplier (from galvanized steel profiles of appropriate thickness as stiffening and reinforcement, and reinforcement of all angles and connections for permanent preservation of the specified window geometry, all in accordance with the system recommendations of the profile system supplier).

Glass The glass package is made of double glass with hermetically sealed argon in the gap, with a total thickness of 30 (8 + 16 + 4) mm. The outer glass is coated to reduce heat gain from sunlight (the second surface seen from the outside) and the inner glass is safety glass. The glass package has the following minimum characteristics:

-Solar factor (g) of heat gain according to EN 410: <45%;

- Visible Light Transmission (VT): ≥65%;

- Natural Light Similarity Index (Color Rendering Index):> 90%;

- Heat transfer coefficient (Ug value) according to EN 673: Ug≤ 1.1 W / m²K;

Sealing Provide a minimum of two sealing rubber strips on the extent per frames and wings. The minimum performances that the finished product must provide and which must be proven through official certificate are: EN 12207 - CLASS 4; EN 12208 - CLASS 8A; EN 12210 - CLASS C4;

Shackles Supply joinery with high quality nickel and AL alloy shackles, handles or locks and keys. It is compulsory for all window openings to have the shackle with the brake against mis-handling and sudden gust of wind.

Enable openings according to the scheme with quality certified/attested shackles. For windows higher than 2m, it is foreseen to open the “ventus” wing with a lever. Special care should be taken to ensure that the “ventus” window shackle are of high quality and durable with the appropriate number of “scissors” relative to the wing size.

Special attention should be paid to the high-mounted vent wings (upper horizontal wings over 1.9m in height) which must be fitted with high-quality shackles and provide a quality opening system in the lower opening zone. Command of these openings should be with a lever or similar, lowered at level of max. 1.50m from the floor.

Ventilation Provide natural air flow when the window is closed, through specially inserted elements in the window frame, in accordance with DIN and EU standards. The number and size of elements depends on the size of the window - give min. 2 pieces per each window. The ventilation opening must guarantee safety against high winds, in accordance with all applicable and EU standards - 9A/E750 (EN 12208). This mechanism should be either self-regulating or to provide manual opening/closing. Do not insert elements into fixed windows and skylights.

Regardless of the choice of option, the system should provide natural ventilation without compromising safety, not to allow external noise beyond the permissible limit, as well as not to allow moisture or water. At the same time it should allow moisture to be removed from the room in order to reduce or eliminate moisture. This mechanism should allow for minimal

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

ventilation of the room in order to prevent moisture condensation in the room, but at the same time make it possible to not lose big energy.

Drainage The openings and channels in the condensate drainage profiles must be fitted with covers on the outside of the drainage opening. The cover also has to be in the complete profile system and made of the same material as the profiles and at the same time protected from falling due to atmospheric influences.

If, after removal of the existing facade joinery, it is noticed that there are built-in blind frames, they should be retained and a new joinery should be installed over them. If they are not found on the spot, the new joinery should be installed without a blind frame and seal the joint between the wall and the window frame with foam or the like.

Provide permanent and firm fixing of windows and window partitions to exterior walls by steel anchors. After installation, seal the space between the frame and the wall with a suitable sealant (pur-foam or the like). Fix the windows to the walls with anchors of 50mm deep.

Installation, jambs, solbanks and window sills After installation of the windows and sealing the treatment of the "jambs" is necessary from the inside with glue and mesh, plaster or rigips boards with the necessary substructure, and with the possibility of plastering the certain places, if any major damage, depending on the situation, would occur during the removal of the existing joinery, so to cover the sealing materials and any new useless denivelation between the window and the structure of the building and thus bring the surface of the side to its proper state. So sealed surfaces, shall be smoothed and painted.

The processing of the interior jambs is not separately calculated, but this position is included in the unit price of the installed window. Processing of interior jambs is included in the unit price of the installed joinery.

Carpentry should be installed in accordance with RAL installation using vapor-permeable watertight straps. The straps can be universal (both for indoor and outdoor use) or for outdoor or indoor use only. This RAL mounting option also requires the use of pur foam. The wall and joinery joint must be filled with weather-resistant silicone and UV radiation with a minimum warranty period of 5 years. After installation, repair the damage to the grout with cement mortar and install the external decorative aluminum molding 4 * 4cm.

NOTE: All four slats in the facade opening are handled in the same way, except that there is no molding on the bottom - parapet, since the solbank is mounted. The price includes installation and dismantling of the required scaffolding, as well as all supporting work and material.

WATERPROOFING MUST BE PROVIDED at the window and jamb contact on the outside using the method described above with the addition of RAL mounting (foils, expansion strips, seals, ..) at positions where the supervisory body decides that it is necessary.

The windows should be positioned so that the outside is in the same plane in which there were previous windows. On the outside, on the lower horizontal, install a flashing of factory painted aluminum metal sheet, the so-called „sill“. They are installed over the entire width of windows and skylights with prescribed culvert (window trim) over the existing facade. The window trim must be anchored with at least two anchors in the field. Provide outer window trim with elaborated details for fixing to frames. External Al. window trim should be so fastened in order to prevent water penetration between the bottom of the window and the wall. IT IS

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

MANDATORY FOR EXTERNAL SILL TO BE TUCKED INTO THE FACADE CLADDING AND TO

WATERPROOF THE JOINT. Prior manufacturing, check all measures of openings and “sills” on site, and record in the construction log.

The Contractor shall provide a warranty of 10 (ten) years (if the Maintenance Contract is planned) or 5 (five) years (without the Contract), for the complete window.

PHOTO OF THE CURRENT SITUATION

EXTERIOR JOINERY ON GYM

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

SCHOOL BUILDING

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

A2 . 2. TECHNICAL CONDITIONS OF WORKS

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

GENERAL CONDITIONS OF WORKS EXECUTION

- All paragraphs of bill of quantities imply the execution of every position of work all in accordance with plans, technical description, bills of quantities, details from the design, technical regulations, standards and instructions of the supervisory body and designer, unconditionally professional and precise.

- All works and materials listed in the descriptions of individual positions of the bill of quantities must be included in the bidder's bid price. The offered prices listed in the bill of quantities shall include all expenditures for work, material, external and internal transport, the scaffold for the execution of works if for certain positions of the works it is not specially foreseen, water, lighting, propulsion material and energy for machines, warehouses for storage of materials, temporary site facilities, offices, workspaces, temporary fences around the construction site, protective canopies, protective canvases on the scaffold, warning signs etc., the direction of execution, contributions, all state and municipal duties, the contractor's earnings, as well as all other expenses.

- The Contractor shall not be entitled to claim any surcharges on the offered and contracted prices in the bill of quantities, unless if in some position of the bill of quantities is stated that the particular work will be paid separately and it is not envisaged in another position.

- Also, no fees or surcharges will be recognized on the prices entered in the bill of quantities in the name of increasing the standardized values from "average standards in construction".

- The general description given for one type of work and material is binding for the contractor to perform all such types of work in certain positions according to that description, regardless of whether the general description is recalled in the relevant position, unless it is otherwise specified in that position.

- In all construction and craft works, the use of quality materials is conditioned according to the existing technical regulations, standards and description of the appropriate position of works in the bill of quantities.

Conditions of material quality and installation method

- Embedding/installation of materials must be approved by the supervisory body as a representative of the Investor.

- The material must be first-class, foreseen type, unless the lower quality is specified by the position of the bill of quantities.

- All materials which Investor representative finds that does not correspond to the contracted bill of quantities, the Contractor is obliged to immediately remove from the construction site.

If the Contractor attempts to use it, the representative of the Investor will suspend the works, and all the costs resulting from the suspension of works will be borne by the Contractor.

- For each material being embedded/installed, the main Contractor or manufacturers must first submit to the supervisory body an attestation of the competent authorized institution. In disputed cases, the material will be sent to the material testing institute, whose finding is authoritative for both the Investor and the Contractor.

Labour

- In all construction and construction-craft works, the use of the labour of the appropriate professional qualification is conditioned, as it is for certain positions of works stipulated by the norms in the construction industry. The Contractor is obliged, at the request of the supervisory body, to remove from the construction site of any incompetent and unconscious worker.

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

Obligations of Contractor and Investor

- The site manager shall, prior to the start of each work, promptly ask the representatives of the investors for explanation of the plans and information for all works not sufficiently defined by the design elaborate.

- If the contractor, without consulting the supervisory body, incorrectly performs certain works, or performs them contrary to the instruction received through the construction logbook, i.e.

the contrary to the description, plans and given details, no justification will be considered and in this case the contractor is obliged, without taking into account the quantity of performed works, to demolish works at its own expense and remove all construction detritus from the construction site, and again carried out the work on its own expense as provided within the plans, descriptions, details or instructions of the supervisory body.

- If the contractor on his own hand, without obtaining the approval or order of the representative of the investor through the construction logbook, performs some work better and more expensive than the foreseen quality, he does not have the right to request an extra charge for that works.

- The facility and the construction site during the performance of the works must be maintained regularly and cleanly, and at the end of the works, before the handover of the facility, all the holes, toilets, scaffolds and fences etc. the contractor is obliged to cover, well charge to not later notify the settlement, align it and perform the levelling of whole surface.

- For technical inspection and handover contractor must the entire facility and building parcel clear of detritus, surplus materials, all work equipment and ancillary facilities.

- All access to the facility, plateaux, stairways and walkways, stairs in the facility, as well as the floors of all rooms must be completely clean, as well as all joinery, aluminium, wall, glass and roof surface and sanitation in toilets.

- Streets and sidewalks damaged during works or due to transport must be brought into proper condition for technical inspection and handover of the facility.

- Any damage that the contractor during the works on the facility made in the construction site or on the neighbouring objects, contractor shall be obliged to eliminate and bring everything to its original condition at its own expense.

- Special attention is drawn to the Contractor that only he is responsible for all possible damage caused by his careless, irresponsible or incompetent work to adjacent existing facilities.

- In the event that there is a need for works that do not have the agreed price in the bills of quantities, the contractor is obliged to get the approval for this works of the representatives of the investors, to determine the price for them based on the price analysis approved by the representative of the investor and all this to enter in the construction logbook, and according to the price list of all materials and labour, which he is obliged to submit within the offer.

- The investor has the right to require for the special works from the contractor a written guarantee that the performed works are permanent and quality.

- The contractor is obliged to harmonize the work of individual subcontractors who independently carry out certain types of works, so that one would not damage the work of others, and if that is the case, contractor is obliged to immediately regulate the removal and compensation of damages at the expense of the culprit. Otherwise, the costs for removing such damages will be borne by the contractor itself. This also applies to all disadvantages and damages that may arise due to failure to comply with the agreed order and time schedule for the performance of certain works.

- The contractor is obliged to submit to the supervisory body for inspection of samples of new materials on the basis of which the supervisory body will make the selection, which will not be paid separately, but enters the unit price of the position.

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

- The contractor is obliged to prepare an Elaborate on occupational safety at the site in accordance with the Law on Occupational Safety and Health.

PARTICULAR CONDITIONS OF WORKS EXECUTION

Facade joinery

Joinery shall be delivered properly packed to the site. Any damage that may be caused during the transport or during the installation should be eliminated, if are minor, or replace the element with a new one, and what falls on the contractor’s burden. The contractor is obliged in relation to the joinery until the day of delivery to the contracting authority/Employer.

The calculation shall be done per piece of installed element, complete with glazing, required shackles and final processing.

The contractor will cover all exposed surfaces, etc. during transport and installation by protective layer against damage, stains, abrasion, wet cement and the like.

All parts will, where possible, be delivered to the construction site in plastic covers or other protective sheath.

PVC and Al parts will not be stored in such a way where they scratch one another or on some another surface. Any PVC and AL parts that are damaged during transportation, before or after installation, will be replaced by the contractor at his expense. Prior to putting it to use, the contractor will remove the protective material and clean the windows and doors. Pay special attention to protection against mortar, lime, dispersion paints.

The supplier (contractor) of PVC and is obliged to prepare workshop drawings for all elements (doors, windows) with all the nodes and details to be performed, and to harmonize them with the design. It is the responsibility of the bidder to submit characteristic drawings of the corners/angles of standard windows and doors, as well as other catalog and presentation materials. During the joinery manufacturing process it is necessary to enable the supevisory body to inspect it during the manufacturing process.

Preparation of workshop drawings, harmonization with the design, delivery of samples and certificates will not be paid separately, but represent a contractual obligation.

The Contractor is also obliged to, before manufacturing commencement, check all dimensions of the openings on the construction site and make a record thereof and submit it to the supervising engineer.

Upon completion of the works, the Supplier (contractor) will remove from the site all surplus material, temporary auxiliary structures and clean up all detritus and waste material and leave the site in a clean condition. This work will not be paid separately, but will go into the price of the position.

If during the work execution or during the warranty period a defect in the material occurs, the supplier will eliminate it at his own expense.

Calculation is performed per unit of measure of the element finely finished, complete with supporting structure, fill, jointing and sealing material, glazing with ordinary and special glass, transport, protection and other duties.

The price for each individual item includes (separated according to the works description and defined in the bill of quantities):

- careful removal of existing joinery and wooden products with maximum protection of window jambs against damages;

- handing over of dismantled elements to the user or transport to a landfill specified by the contracting authority up to a distance of 15 km;

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

- procurement of materials, manufacturing, transportation and installation of windows and doors according to the attached scheme, including internal and external sills with necessary shackles and processing as stated in this technical description, DOWN TO FULL USABILITY;

- repairing of damaged jambs and restoring them to their original condition;

- cleaning of the construction site after completion of all works and removal of the remaining material to the landfill of approximately 15 km distance

FACADE SCAFFOLDING

The facade scaffolding is installed all in accordance with the regulations and measures of the HSE. The scaffolding must be statically stable, anchored to the building and properly grounded. It is used for the entire duration of the works. The platforms or scaffoldings used must ensure primarily the safety of the workers and then enable the quality execution of necessary works.

Depending on the fit-out of the selected contractor with specialized equipment, in principle, different work platforms can be used to perform the works. A large number of construction and montage companies own scaffoldings of different types. In our area, currently the most common are modular scaffoldings with standard elements whose combination can be formed: load-bearing scaffoldings, working platforms, facade scaffoldings, stair towers, etc.

The designer did not want to favor any contractor, and therefore specifically conditioned the way of performing the façade works, except to define precisely the type of works and the way of facility rehabilitation. In addition, being equipped with specialized equipment from our work experience does not guarantee that the contractor will do the job properly and on time.

Since the use of the simplest tubular type scaffolding is at the same time the most expensive, in the description and bill of quantities due to the budgeting of the works price, it is envisaged to set up a scaffolding of this type with the appropriate works, since the use of another type of scaffolding or platform can only financially benefit the Investor.

Note: Prior to the commencement of the facade works, the future contractor is obliged, on the basis of its equipment and work technology, to submit to the supervisory body the design of installation the selected type of scaffolding for verification and approval.

PROJECT OF ADAPTATION ELEMENTARY SCHOOL “DUŠAN BOJOVIĆ “ NIKŠIĆ

A3 .G R AF IČ K A D O KU M EN TA CIJA / Š EME

POS

R=1:50

OPIS: Nabavka materijala izrada i ugradnja prozora od tvrdih, visokootpornih, šestokomornih PVC profila, ojačanih iznutra čeličnim pocinkovanim U profilom minimalne debljine 1,5mm, sa visoko kvalitetnim mehanizmom, šarkama i okovom za otvaranje. Profili moraju da ispunjavaju RAL-GZ 716/1. Zastakljivanje izvršiti staklom 8+16+4mm, unutra šnje sigurnosno sa hermetički zatvorenim gasom argonom u međuprostoru i dihtovati trajno elastičnom EPDM gumom. Jedno staklo mora biti presvučeno slojem sa niskim procentom zračenja. Toplotna provodljivost kompletnog prozora mora biti po EN RAL 10077-1 maksimalno Uw ≤ 1,50 W/m²K. U obzir uzeti skidanje starih prozora sa odnošenjem i slaganjem na deponiju koju odabere investitor. Pozicija obuhvata sva potrebna čišćenja i odnošenje na deponiju kao i sve potrebne radove za ugradnju stolarije (pravilna RAL ugradnja, potrebna štemovanja, potrebna malterisanja i bojanja, ivične lajsne (ako su potrebne), ugradnju spoljnih metalnih okapnica (plastificirani, pocinkovani lim 0,7mm) . Profili su bijele boje.

DESCRIPTION: Purchase of material, production and installation of windows made of solid, high resistant, six-chamber PVC profiles reinforced from the inside with zinc-plated steel U profiles minimum thickness 1,5mm, all in line with schemes and details, with quality mechanisms, hinges and accessories for the opening. The profiles must meet RAL-GZ 716/1. Window shall be double-glazed 8+16+4mm (inside safety glass) , sealed with hermetically closed argon gas in between, with permanently elastic EPDM rubber. One glass coated with low emissivity coating. Thermal conductivity shall be in line with EN RAL 10077-1 maximum of U=1,50W/m²K. Take into consideration removing of the old windows with the transportation and disposal on the depot selected by the Employer / Employer's representative. The item includes all the necessary cleaning and removal to depot, as well as all needed works for the installation of windows (proper RAL installation, required chiselling, plastering and painting, edge battens (if needed), installation of external metal window sills (plastic coated, galavanized metal sheet 0,7mm) . The profiles shall be white colored.

NAPOMENA/

NOTE

str./page

SPOLJNA STOLARIJA / EXTERNAL JOINERY

OBJEKAT:Osnovna škola "Dušan Bojović" Župa, Nikšić

OBJECT: Primary School "Dušan Bojović" Župa, Nikšić

P1 polugapoluga

390.0

190.0

TERMOTEHNIKA: PREDMJER I PREDRAČUN RADOVA 1/9

Redni broj Opis opreme, materijala i radova Units Qty Cost per unit Total

With this case, as well as the project, equipment is provided which, according to the prospectus and instructions of the manufacturer, meets the parameters required by the project.

Ovim predmjerom kao i projektom predviđena je oprema koja prema prospektima i uputstvima proizvođača ispunjava parametre koji su projektom zahtijevani.

The contractor may install equipment from other manufacturers, provided that the equipment has the same or better characteristics, as well as the fittings that can be fitted without alterations to the projected installation.

Izvođač radova može da ugradi opremu i drugih proizvođača, pod uslovom da ta oprema ima iste ili bolje karakteristike, kao i gabarite koji se u projektovanu instalaciju mogu bez izmjena uklopiti.

The contractor should submit the entire works by inspecting the textual and graphic documentation, so that subsequent unnecessary ex post works can not be done, as well as to precisely specify the equipment (type and manufacturer), which it is able to provide, which differs from the projected .

Izvođač radova kod podnošenja ponuda mora sagledati cjelokupne radove uvidom u tekstualnu i grafičku dokumentaciju, kako kasnije ne bi došlo do neopravdanih naknadnih radova, kao i da precizno specificira opremu (tip i proizvođača), koju je u mogućnosti da obezbijedi, a razlikuje se od projektovane.

In each position of this case if not the contrary, the following are included: U svakoj poziciji ovog predmjera i predračuna, ukoliko nije suprotno napisano, obuhvaćeni su:

- procurement - nabavka,

- transport to the place of installation - transport do mjesta ugradnje,

- installation - montaža i ugradnja,

- production of specific circuits - izrada specifičnih sklopova,

- delivery and installation of auxiliary assembly and consumable materials

- isporuka i montaža pomoćnog montažnog i potrošnog materijala,

- all necessary tools, scaffolds and transport means - sav potreban alat, skele i transportna sredstva,

- fieldwork of workers, accommodation and food - terenski dodaci radnika, smještaj i ishrana,

- transport of workers - prevoz radnika,

- customs and taxes - carina i takse, All connections (squeezing) of electrical consumers for this project and commissioning of all engines are the obligation of the supplier, i.e. editors. Sva povezivanja (klemovanje) elektropotrošača po ovom projektu i puštanje u rad svih motora su obaveza isporučioca, tj. montažera.

A) GRAĐEVINSKI RADOVI ( prirpemni radovi montažu opreme )

A.1 Mechanical and manual excavation of trenches in the land of III and IV categories for the foundation for the storage of an underground storage reservoir for the ELU, the downstream ramp and the excavation of the outer wall of the boiler room, the channel for atmospheric water with loading and removal of surplus material at the provided landfill, not further than 5 km.

Mašinski i ručni iskop rova u zemljištu III i IV kategorije za temelj za smještaj podzemnog skladištnog rezervoa za ELU, silaznu rampu i otkop spoljašnjeg zida kotlarnice, kanala za atmosfersku vodu sa utovarom i odvozom viška materijala na predviđenu deponiju ne dalje od 5 km.

Iskop rova vršiti pažljivo i u dogovoru sa Korisnikom, u blizini iskopa prolaze instalacije struje, telefona, vode, kanalizacije i nalaze se septičke jame. Sječenje drveta i sklanjanje sa parcele.

m3 70

A.2 Demolition of the outer wall in the basement - boiler room - ramp with load Rušenje spoljašnjeg zida u suterenu - kotlarnica - rampa sa utovarom materials and removal at the intended landfill not further than 5 km materijala i odvozom na predviđenu deponiju ne dalje od 5 km

Zid je ozidan od opeka i omalterisan je, dužina x širina x visina = 2 x 0,5 x 2,1 m m3 2.50

A.3 Manual excavation in the floor of the boiler room and land IV I V for the Ručni iskop u podu kotlarnice i zemljišta IV I V kategorije za temelj chimneys, drainage pits, fuel line pipes, foundations dimnjaka, drenažne jame, kanala za cjevovod goriva, temelje equipment with loading and removal of surplus material on the intended opreme sa utovarom i odvozom viška materijala na predviđenu landfill not further than 5 km. deponiju ne dalje od 5 km. m3 7

A.4 Filling and decomposition of the layer of the tampon d = 20 cm below the Nasipanje i razastiranje sloja tampona d = 20 cm ispod temelja reservoirs, downhill ramps and chimneys and padding of tampons to rezervoara, silazne rampe i dimnjaka i nabijanje tampona do good compaction dobre zbijenosti m3 15

A.5 Filling the excavated material between and around the foundations Nasipanje iskopanog materijala između i oko temelja rezevoara rezevoara which should be done in layers of 20 cm with good koje trebe uraditi u slojevima od po 20 cm sa dobrim by compaction to the necessary compaction nabijanjem do potrebne zbijenosti m3 12

A.6 Filling and degradation of fine sand and humus with the planning of the total surface above the storage tank and the fuel line pipeline layer thickness of 25 cm

Nasipanje i razastiranje sitnog pijeska i humusa sa planiranjem ukupne površine iznad skladišnog rezervoara i kanala za cjevovod goriva debljine sloja 25 cm m3 10

A.7 Concrete foundation for chimney reinforced concrete MB30 in Betoniranje temelja za dimnjak armiranim betonom MB30 u necessary plating. Prepare and install the concrete in accordance with the applicable technical regulations potrebnoj oplati. Beton pripremiti i ugraditi po važećim tehničkim regulations for concrete and reinforced concrete, as well as general conditions propisima za beton i armirani beton, kao i opštim uslovima m3 1

A.8 Concrete foundation underneath boilers, expansion vessels and others Betoniranje temelja ispod kotlova, ekspanzionih posuda i ostale equipment, concrete tracking for the ramp ramp 2,2x5 m, 10cm opreme, betoniranje staze za silaznu rampu 2,2x5 m, deblj. 10cm Concrete submersion of a ramp of silage with a thickness of 25 cm, length 14 m betoniranje podzida silaze rampe debljine 25 cm dužine 14 m in the required form of reinforced concrete MB30 u potrebnoj oplati armiranim betonom MB30 m3 8

A.9 Concrete piping for fuel pipeline reinforced concrete MB30 Betoniranje kanala za cjevovod goriva armiranim betonom MB30 in the required formwork. The walls and bottom of the channel are thickness d = 10 cm u potrebnoj oplati. Zidovi i dno kanala su debljine d = 10 cm

The channel is size 45/30 cm - external dimension Kanal je dim. 45/30 cm - spoljne dimnzije m 25

A.10 Production of cover plates for the pipeline of reinforced fuel pipes Izrada pokrivnih ploča za kanal cjevovoda goriva od armiranog concrete MB30. The dimensions of the panels are 0.45 x 1 m, 10 cm thick betona MB30. Dimenzije ploča su 0,45 x 1 m, debljine 10 cm sheets covered and paper ploče prekriti ter papirom kom. 25

A.11 Concreting concrete slab for supporting the fuel tank Betoniranje betonske ploče za oslanjanje rezervoara goriva reinforced concrete MB30. Prepare and install concrete on a valid basis armiranim betonom MB30. Beton pripremiti i ugraditi po važećim technical regulations for concrete and reinforced concrete and general conditions tehničkim propisima za beton i armirani beton i opštim uslovima in the necessary formwork u potrebnoj oplati m3 4

A.12 Making the floor of the cement wall of the boiler room thickness d = 4 cm Izrada podne cementne košuljice kotlarnice debljine d = 4 cm over a concrete slab. Take care to get flat surfaces preko betonske ploče. Voditi računa da se dobiju ravne površine without depression and projection bez udubljenja i ispupčenja m2 3

PREDMJER I PREDRAČUN RADOVA

JU OSNOVNA ŠKOLA ,,DUŠAN BOJOVIĆ" - MIOLJE POLJE, NIKŠIĆ

CENTRAL HEATING SYSTEM AND GYMNASIUM VENTILATION

TERMOTEHNIKA: PREDMJER I PREDRAČUN RADOVA 2/9

broj Opis opreme, materijala i radova Units Qty Cost per unit Total

A.13 Digging the canal for the gratings on the top and bottom of the down ramp Kopanje kanala za nagazne rešetke na vrhu i dnu silazne rampe dim. 2 x 2 x 0.5 m, concrete concreting on the side 10 cm thick dim. 2 x 2 x 0,5 m, betoniranje kanala sa strane debljine 10 cm installation of L profile for and installation for the installation of grate grids ugradnja L profila za i prirpema za ugradnju nagaznih rešetki in the necessary formwork u potrebnoj oplati m3 2

A.14 Procurement, stretching, cutting, bending and installation of concrete iron Nabavka, istezanje, sječenje, savijanje i ugradnja betonskog željeza oznake RA - rebrovano željezo kg 350 oznaka MA Q 335 - mreža koja nosi u oba pravca kg 230

A.15 Floating the chimney on the roof to prevent rainfall from the Al plate thickness 0.55 mm

Opšivanje dimnjaka na krovu za sprečavanje upada kiše Al limom debljine 0,55 mm + ostali pripadajući materijal m2 3

A.16 Procurement and installation" L "profile 40/40/5 for cornering edge edges Nabavka i ugradnja ,,L" profila 40/40/5 za ukrućivanje ivica temelja boilers, expansion vessels, absorbent pit and other equipment kotla, ekspanzione posude, upojnih jama i ostale opreme m 35

A.17 Production and installation of the entrance doors of the boiler room from boxed steel

Izrada i ugradnja ulaznih vrata kotlarnice od kutijastih čeličnih prof.

dim. 30 x 30 mm i lima debljine 2 mm, sa šarkama i bravom Vrata dva puta minimizirati i dva puta završnom bojom ofarbati Dimenzije vrata su 2 x 90/2,1 m - dupla vrata U gornjoj zoni vrata ugraditi staklo visine 40 cm kom. 1

A.18 Delivery and installation of a stamped metal fence with a box Isporuka i ugradnja štancovane metalne ograde sa kutijastim profiles 40 x 40 mm and separate fields of 100 x 250 mm profilima 40 x 40 mm i odvojenim poljima dimenzija 100 x 250 mm Leave a two-part gate with a lock to enter the space Ostaviti dvodjelnu kapiju sa zaključavanjem za ulaz u prostor reservoir. Make concrete feet for metal boxes 40 x 40 mm rezervoara. Napraviti betonske stope za metalne kutije 40 x 40 mm

Izvršiti farbanje ograde minimiziranjem dva puta i završnom žutom bojom dva puta Staviti oznake-natpise opasnosti prema preporuci proivpožarca m 32

A.19 Painter painting works of the interior walls and ceiling of the boiler room Molersko farbarski radovi unutrašnjih zidova i plafona kotlarnice i mjesta proboja međuspratne konstrukcije i pregradnih zidova do potpune pokrivenosti. Na mjestima gdje je površina oštećena potrebno je izvršiti gletovanje - 50 m2 m2 200

A.20 Construction works on the breakdown of the intercity structure and Građevinski radovi na proboju međuspratne konstrukcije i partition walls for the passage of the pipeline fi 21.3 x2 to 60.3 x 2.9 mm pregradnih zidova za prolaz cjevovoda fi 21,3 x2 do 60,3 x 2,9 mm and works of breaking the basement boards and the roof for the passage of the chimney i radovi probijanja ploča suterena i krova za prolaz dimnjaka

35 x 72 cm. Works on breaking the roof level on the tin roof 35 x 72 cm. Radovi na probijanju krovne ravni na limenom krovu at a height of 7 m from the basement of the basement. na visini 7 m od kote suterena. paušal 1

A.21 Treatment of openings with piping with dilatation waves Obrada otvora sa obavijanjem cijevi dilatacionim talasastim paper through the passages of interconnected structures and bulkheads papirom kroz prolaze međuspratne konstrukcije i pregradnih walls as well as passageways through the floor structure in zidova kao i hilzni za prolaz kroz međuspratnu konstrukciju u sanitary nodes sanitarnijim čvorovima paušal 1

A.22 Landscaping of the terrain for accessing the fuel oil tank Uređenje zemljanog terena za pristupanje cisterne sa lož uljem:

skidanje sloja zemlje sa površine - 125 m2 ( 2,5x50x0,15 m) u cilju ravnanja terena, nasipanje tampona, nabijanje do potpune zbijenosti i ravnanje - 18 m3 odvoženje viška materijala na deponiju ne dalju od 5 km paušal 1

A.23 Supply and installation of floor ceramic tiles in cement mortar Nabavka i postavljanje podnih keramičkih pločica u cementnom malteru 1:1 sa fugovanjem spojnica - pločice moraju biti protivklizne napraviti pad pločica prema upjnoj jami m2 75

A.24 Supply and preparation of materials for chimney plastering Nabavka i priprema materijala za malterisanje dimnjaka malterisanje cementnim malterom 1:3 m2 16

A.25 Painter painting works of chimney to full coverage Molersko farbarski radovi dimnjaka do potpune prekrivenosti Na dijelu dimnj. koji je vani objekta - 3 m koristiti materijal za vani m2 16

A.26 Removal of glass dim 0,8 x 0,8 m and installation of panels - 7 pcs Demontaža stakla dim. 0,8 x 0,8 m i ugradnja panela - 7 kom for installation of heaters with outer blinds - 5 pcs. and fans za ugradnju kalorifera sa spoljnim žaluzinama - 5 kom. i ventilatora

2 pcs, with floating blinds, edging around edges not to fall 2 kom, sa lebdećim žaluzinama, obrada oko ivica da ne upada rain in the hall kiša u salu Za ugradnju panela koristiti odgovarajuće profile komplet 1

A.27 Carry out the cleaning of the deposit of the shaft from the channel below the window grids Izvršiti čišćenje naslaga šuta iz kanala ispod nagaznih rešetki prozora na dužini11 m dubine 0,5 m , odvoženje na deponiju m2 6

A.28 Delivery and installation of plastic windows with double glass Isporuka i ugradnja prozora plastičnih sa duplim staklom spoljni otvor 0,7 x 0,5 m, obrada oko otvora da ne upada voda komplet 2

A.29 Delivery and installation of 1 mm thick sheet on the existing protective grate grids (fix the grates and paint in two coats)

Isporuka i ugradnja lima debljine 1 mm na postojeće zaštitne nagazne rešetke ( rešetke popraviti i ofarbati u dva premaza ) na otvorima u kotlarnicu u culju zaštite od upada kiše

Lim ukomponovati u spoljne fasade u cilju zaštite od upada kiše

Lim zaštiti osnovnom bojom u 3 premaza - 3 m2 komplet 1

A.30 Delivery and installation of draft gratings - metal grate 2 x 0,4 m Isporuka i ugradnja nagaznih rešetki - metalna rešetka 2 x 0,4 m komplet 2 the grate grille 1 x 1 m on the absorbent pit nagazna rešetka 1 x 1 m na upojnoj jami komplet 1

TERMOTEHNIKA: PREDMJER I PREDRAČUN RADOVA 3/9

broj Opis opreme, materijala i radova Units Qty Cost per unit Total

A.31 The existing PTT cabinet needs to be moved - move to Postojeći ormarić PTT-a potrebno je izmjesiti - pomjeriti za at least 1 m (the cabinet is above ground) najmanje 1 m ( ormarić je nadzemni ) paušal 1

A.32 Displacement of the atmospheric water channel according to excavations for

Izmještanje kanala za atmosfersku vodu shodno iskopima za fuel oil tank and downhill ramp - 5 m long, making a new one rezervoar lož ulja i silaznu rampu - dužine 5 m, izrada novog channels of atmospheric water 25 cm long, 20 m long, with the previous one kanala atmosferske vode širine 25 cm dužine 20 m, sa prethodnim Excavation, includes reinforced concrete works, landscaping iskopom, uključuje armirano betonske radove, uređenje terena takes 30% of items A1 to A3 uzima se 30 % od stavki A1 do A3 30% 0.30

A.33 Unpredictable and unexpected works that can arise when Nepredviđeni i neočekivani radovi koji mogu nastati prilikom excavating the trenches for oil tank reservoir, descending ramp, channels, absorbers iskopa rovovo za rezervoar lož ulja, silaznu rampu, kanale, upojne sewers, atmospheric canalization channels and other items A1 to A32 šahte, kanal atmosferske kanalizacije i ostale stavke od A1 do A32 10% of items A1 to A32 is taken uzima se 10 % od stavki A1 do A32 The above works must be approved by the Supervisor in the previous precise Navedene radove mora da odobri Nadzor u prethodnu preciznu specification and analysis of market prices specifikaciju i analizu tržišnih cijena 10% 0.10

B) REZERVOAR, DIMNJACI

B.1 Delivery and installation of two-axle lying cylindrical underground Isporuka i montaža dvoplašnog ležećeg cilindričnog podzemnog storage tank for ELU skladištnog rezervoara za ELU, zapremine V = 16 m3, dimenzije D x

L = 1625 x 8570 mm (G = 1200 kg), prema SRPS M. Z3. 014 D dvostruki omotač. Rezervoar je izolovan sa hidroizolacionom kondor trakom ispitanom na elektroprobojnost od 14.000 V Svi potrebni priključci su postavljeni na poklopac revizionog otvora rezervoara, u rezervoarskom šahtu. Rezervoar se uzemljuje pocinčanom trakom dimenzije 25 x 4 mm.

Rezervoar se vezuje pojasnim trakama za ankere betonske stope.

Rezervoar se isporučuje sa čeličnom šahtom za ukopavanje, dim.

1000 x 1000 x 1000 mm i poklopcem koji ne varniči - aluminijumski poklopac. Uz rezervoar isporučiti komplet priključaka cisterne i komplet armature cisterne. Prije zatrpavanja rezervoara isti ispitati na elektroprobojnost 14 000 V, cijelom površinom uz pravljenje potrebna atestno tehnička dokumentacija koja se predaje koris.

Isporuka hidroizolov. ploče koja se ukopava u zemlju pored rezerv. i na osnovu nje provjerava stanje rezervoara u predviđenim rokovima.

Na rezervoaru treba da budu sledeći priključci:

-priključak za punjenje 3 cola, priključak za pražnjenje 5/4 cola, priključak za mjernu letvu 6/4 cola, priključak za odzračivanje 6/4 cola i priključak za recirkulaciju 5/4 cola, priključak 1 col za manometar i priključak za izlaz vazduha duplog plašta. Uz rezervoar se isporučuje odgovarajuća baždarena mjerna letva, AT ventil 6/4 cola sa izvodom cijevi 6/4 cola - 2 m iznad zemlje, posuda za kontrolu tečnosti u duplom plaštu. kom. 1

B.2 Fast-setting valve on EL oil R 1/2 cola Brzozatvarajući ventil na EL ulju R 1/2 cola kom. 6

B.3 Delivery and installation of a fuel installation consisting of:

coated copper pipe Ø 15 mm, length 80 m;

axial tube 1/2 "" , L = 2,500 mm;

display basket 1/2 "" , functional funnel with ball valve 1/2 "" Take the copper pipes to the graphic

Isporuka i montaža instalacije goriva koja se sastoji od:

oplaštena bakarna cijevi Ø 15 mm, dužine 80 m ;

-usisna cijev 1/2", L = 2.500 mm ;

-usisna korpa 1/2" ;

-nalivni lijevak sa loptastom slavinom od 1/2" Bakarne cijevi voditi u betonskom kanalu i prema grafičkoj dokumentaciji komp. 1 B.4 Delivery and installation of SCHIEDEL three-layer prefabricated chimney type

UNI Plus 20 cm Isporuka i ugradnja troslojnog montažnog dimnjačkog sistema SCHIEDEL tip UNI Plus 20 cm ili ekvivalent namijenjen za sva ložišta i sve vrste goriva. Dimnjački sistem mora da ispunjava standarde za temperaturni režim rada ≥65 °C sa pojačanim prisustvom kondenza u dimnim gasovima. Sastavljen je od: 1. dimnjačke cijevi od tehničke keramike, 2. izolacije oko cijevi dimnjaka od kamene vune min.spec.gustine 95kg/m3, 3. spoljneg dimnjačkog plašta od lakog betona. Cijevi se spajaju ljepkom u kartušama FM RAPID koji je otporan na paljenje čađi, gasnonepropusan i otporan na prisustvo kondenzata i kiselina u dimnim gasovima, 4. vatrootpornih i gasnonepropusnih troslojnih vratanaca , 5. kondenz posude,

6. priključaka za reviziju i čišćenje,7. priključka za ložišta od 45 ⁰,

8. adaptera za priključak dimnjače Prima - UNI 200/200 mm,

9. krovne ploče od staklo betona , 10. nosača tervola i tvrdih tervol ploča za priključke, 11. ventilacione rešetke, 12. konusnog završetka od nerđajućeg čelika i 13.završetka protiv padavina. Spoljna dimenzija dimnjačkog plašta je za prečnik dimnjačke cijevi: Ø 20 cm=36x36 c m,težina 92 kg/m1 . Predvidjeti ugradnja plašteva koji omogućavaju statičku stabilnost dimnjaka cijelom visinim dimnjaka (plaštevi sa otvorima za armaturu). Predvidjeti max. mogući prečnik armaturekoji se može provući kroz dimnjačeotvore+ težina armature 50 kg. Sistem mora da poseduje sve sertifikate i ateste u skladu sa nacionalnim i EN standardima. Dimnjački sistem mora da poseduje DEKLARACIJU O SVOJSTVIMA SRPS, MEST EN 13063-1 i 2:2005 + A1:2007 standard.

Proizvođač dimnjačkog sistema mora ispuniti sledeće uslove: potvrdu o kvalitetu upravljačkog sistema "Quality Management systems ISO 9001, minimalnu garanciju min.25 godina na dimnjački sistem.

Dimnjak: SCHIEDEL tip UNI Plus 20 cm ili ekvivelant Ukupna visina jednog dimnjaka 10 m Dimnjaci - 2 kom. se montiraju jedan pored drugog ( sa zajedničkom jednom stranom ) Dimnjaci se koriste za kotlo. Viessmann Vitoplex 300 TX3A - 140 KW komp. 2

UKUPNO pod A) bez PDV-a:

TERMOTEHNIKA: PREDMJER I PREDRAČUN RADOVA 4/9

broj Opis opreme, materijala i radova Units Qty Cost per unit Total

B.5 Delivery and installation of chimney fi 200 - sheet thickness 4 mm, which is Isporuka i ugradnja dimnjače fi 200 - debljina lima 4 mm, koja se hoping for a chimney. upaja u dimnjak.

in material Č0345V, anti-corrosion-resistant resistant to u materijalu Č0345V, antikorozivno zaštićena otporom na temperature 400 degrees and mineral wool insulation temperature 400 stepeni i izolacijom od mineralne vune thickness 60 mm in Al sheet thickness 1 mm, chimney length 1,5 m debljine 60 mm u Al limu debljine 1 mm, dužina dimnjače 1,5m komp. 2

C) KOTLOVI, EKSPANZIONE POSUDE I PRATEĆA OPREMA

C.1 Low temperature turpentine boiler with CE marking. Niskotemperaturni tropromajni kotao sa CE-oznakom. Za grejne sisteme sa temperaturama potisa (granične temperature) do 120°C. Čelični kotao za ekonomični pogon sa kliznom temperaturom vode u kotlu. Za sagorijevanje lakog lož ulja tip EL prema DIN 51603 i gasa prema DVGW-radnoj podlozi G260. Kompaktni tropromajni kotao cilindričnog ložišta i niskog opterećenja ložišta, za sagorijevanje siromašno štetnim produktima sagorijevanja sa niskim vrijednostima emisija azotnih oksida.

Sa višeslojnim konveksnim ogrevnim površima postavljenim iznad ložišta.

Široki zidovi sa vodene strane i velika zapremina kotlovske vode obezbjeđuju samocirkulaciju i sigurno prenošenje toplote, pa nije potreban minimalni zapreminski protok. Tijelo kotla je sveobuhvatno toplotno izolovano.

Overall dimensions:

Length: 1485 mm Width: 825 mm Height: 1350 mm Weight with insulation: 510 kg Firebox resistance: 0.8 mbar Flue gas connection: 200 mm

Ukupne dimenzije:

Dužina: 1485 mm Širina: 825 mm Visina: 1350 mm Težina sa izolacijom: 510 kg Otpor ložišta: 0,8 mbar Priključak dimnih gasova: 200 mm

Sa digitalnom kotlovskom i kaskadnom regulacijom. Regulacija sadrzi prekidač za uključenje postrojenja, ispitni servisni prekidac, elektronski graničnik maksimalne temperature, regulator temperature i graničnik sigurnosne temperature

Minimalne tehnicke karakteristike i izvedba kotla:

Nominalni kapacitet kotla: min. 140 kW Specifični sadrzaj kotlovske vode: min. 1,75 lit/kW Dozvoljeni pogonski natpritisak: min. 4 bar Normni stepen korisnosti: min. 96 %

Maksimalna temperatura polaznog voda (sigurnosna temeratura):

120°C Broj promaja kotla: min.3 (tropromajna izvedba)

Minimalna dozvoljena temeratura vode u kotlu pri radu na preko 60% kapaciteta kotla: max.40°C pri radu na loz ulje

Minimalno zahtijevani zapreminski protok kroz kotao: max. 0m3/h (bez zahtjeva)

Minimalne tehničke karakteristike regulacije kotla:

Digitalna regulacija rada kotla Vođenja rada dvostepenog gorionika Integrisan sistem dijagnoze Touchdisplay sa tekstualnim i grafičkim prikazom Vođenje rada kotlova u kaskadi

Vođenja dva kruga grijanja sa mješnim ventilima prema spoljašnjoj temperaturi i zagrijevanja sanitarne vode u akumulacionom bojleru

Povezivanja na daljinski sistem za nadzor i upravljanje putem internet mreže

Povezivanja na centralni sistem za nadzor i upravljanje objekta Neophodni sertifikati kotla I proizvođača kotla:

Kotao mora biti sertifikovan prema CE-0085

Proizvođač kotlova mora biti sertifikovan prema ISO 9001 i ISO 14001

Zahtijevane karakteristike treba dokazati zvaničnom tehničkom dokumentacijom proizvođača kotla na engleskom ili njemačkom jeziku,…