N3319120R4019 PTS Annex 3-Part2of2 (Total 6 of 9).pdf

PDF 5 MB Posted Apr 15, 2020

Attached to: D-B Renovate Four Schools, Andrijevica, Golubovci, Niksic, and Zabljak, Montenegro
Solicitation number: N3319120R4019
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for renovation work on four schools in Montenegro. Required work includes replacement of exterior windows and doors; installation of new heating, ventilation and air conditioning systems; boiler room equipment and piping; electrical upgrades; and construction work. The Navy is the contracting agency through the Naval Facilities Engineering Command. The solicitation includes specifications for new windows, doors, HVAC equipment, boilers, pumps, insulation, controls and other components. Piping, ductwork, and other installation requirements are also outlined. Construction work involves site preparation, trenching, fencing and other tasks. Bids are due by a specified date.

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Other files

File	Type	Posted
N3319120R4019 Amend 5 (1).pdf	PDF	Jun 26, 2020
N3319120R4019 Amendment 0004.pdf	PDF	Jun 4, 2020
N3319120R4019 Amendment 0003.pdf	PDF	May 19, 2020
N3319120R4019 PTS Annex 3-Part2of2 (Total 6 of 9) Updated.pdf	PDF	May 19, 2020
N3319120R4019 Amendment 0002.pdf	PDF	Apr 22, 2020
N3319120R4019 PTS Annex 2-Part2of4 (Total 2 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 4- Part2of2 (Total 8 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 Montenegro Schools Attach 1 - PTS Updated.pdf	PDF	Apr 15, 2020
N3319120R4019 Solicitation Amendment 0001.pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 4- Part1of2 (Total 7 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 2-Part3of4 (Total 3 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 5-Part1of1 (Total 9 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 2-Part1of4 (Total 1 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 3-Part1of2 (Total 5 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 PTS Annex 2-Part4of4 (Total 4 of 9).pdf	PDF	Apr 15, 2020
N3319120R4019 Montenegro Schools Attach 1 - PTS.pdf	PDF	Apr 2, 2020
N3319120R4019 Montenegro Schools Attach 4 - Data Sheet.docx	DOCX document	Apr 2, 2020
N3319120R4019 Montenegro Schools Attach 2 - PPI.docx	DOCX document	Apr 2, 2020
N3319120R4019 Montenegro Schools Attach 5 - Safety Checklist.docx	DOCX document	Apr 2, 2020
N3319120R4019 Montenegro Schools Solicitation.pdf	PDF	Apr 2, 2020
N3319120R4019 Montenegro Schools Attach 3 - Price Schedule.doc	DOC document	Apr 2, 2020
N3319120R4019 Montenegro Schools Attach 6 - PPQ.docx	DOCX document	Apr 2, 2020

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L E G E N D A / N O T E

+ 12.04

+ 12.22

B C A STARI OBJEKAT / OLD BUILDING

B NOVO KRILO ŠKOLE / NEW SCHOOL WING

D C FISKULTURNA SALA SA ANEKSOM / GYM WITH ANNEX

D KOTLARNICA / BOILER ROOM

+ 7.76

FAZE / PHASES :

BOJA_JUB 1443

+ 3.60

BOJA_JUB 1443

FAZA 1. / PHASE 1.

-ZAMJENA FASADNE STOLARIJE NA DIJELU ŠKOLE ''A''; /

-REPLACING OLD JOINERY FROM OLD SHOOL BUILDING - PART ''A'';

-ZAMJENA VERTIKALNIH OLUKA NA DIJELU ŠKOLE ''A''; /

-REPLACING OLD DOWNPIPES FROM OLD SHOOL BUILDING - PART ''A'';

± 0.00

- 0.85

O25

O24

O23

O30

O31

O22

O21 O20

- 0.89

-FASADERSKI RADOVI - DEKORATIVNI FASADNI MALTER NA SVIM

DJELOVMA ŠKOLE - ''A'', ''B'', ''C'', ''D''; /

-PLACING NEW FACADE FINAL LAYER ON ALL SCHOOL PARTS -

''A'', ''B'', ''C'', ''D'';

FAZA 2. / PHASE 2.

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

-ZAMJENA CJELOKUPNE TAVANSKE KONSTRUKCIJE I PLAFONA;

NA DIJELU ŠKOLE ''C'';

A B C D E F G H I J

JUŽNA FASADA / SOUTH FACADE

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

-REPLACING ALL OF CEILING CONSTRUCTION AND CEILING;

SCHOOL GYM - PART ''C'';

FAZA 3. / PHASE 3.

-ZAMJENA CJELOKUPNOG KROVNOG POKRIVAČA I

HORIZONTALNIH OLUKA;

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

-ZAMJENA CJELOKUPNE TAVANSKE KONSTRUKCIJE I PLAFONA;

NA STAROM DIJELU DIJELU SKOLE - ''A'';

-REPLACING OLD ROOF TILES AND OLD HORIZONTAL GUTTERS;

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

OLD SCHOOL BUILDING - PART ''A'';

O20 O12

+ 5.01

X NOVA FASADNA STOLARIJA /

A Y NEW JOINERY

KROVNA OBLOGA (TRAPEZASTI LIM) /

TRAPEZOIDAL METAL SHEET

OBJEKAT ''C'' - FAZA 2 / PART ''C'' - PHASE 2

O17

+ 2.57

NOVI ELMENTI (LIMENI OPŠAVI,

HORIZONTALNI OLUCI ITD.) /

NEW ELEMENTS (METAL SHEET FLASHINGS,

GUTTERS ETC.)

NOVA KROVNA OBLOGA (CRIJEP) /

NEW ROOF TILES

OBJEKAT ''A'' - FAZA 3 / PART ''A'' - PHASE 3

- 0.87

O18

O16

O11

O10

O1 O29

- 0.90

NAPOMENA / REMARK:

- Grafički prilozi su preuzeti iz projekta ''Glavni projekat adaptacije Osnovne škole ''Milan Vukotić'', Golubovci - Program energetske efikasnosti u javnim objektima u Crnoj Gori - faza 2'' - projektant: ''KOPRING PMC d.o.o., Podgorica'' ; /

- Graphical documentation is taken from project '' Final Adaptation Design of the Centre for Primary School ''Milan Vukotić'', Golubovci, Energy Efficiancy Programme in Public Buildings - Phase II (EEPPB II) - designer: ''KOPRING PMC d.o.o., Podgorica'' ;

PROJEKTANT / DESIGNER:

Arhitektonika d .o .o . Nikšić Bulevar " 13 jul " br . 96 , 81400 Nikšić

Te l/ fax : + 3 8 2 ( 0 ) 40 2 5 1 867 Mo b : + 382 ( 0 ) 69 347 395

+ 382 ( 0 ) 69 309 590

INVESTITOR / CLIENT:

JU OŠ " MILAN VUKOTIĆ",

Opština Podgorica

J I H

G F E D C L

Objekat / Building: JU OŠ " Milan Vukotić", Golubovci, Opština Podgorica /

K School ''Milan Vukotić'', Golubovci, Montenegro Glavni inženjer / Leading designer:

Nikola Bulajić, d. i. a.

Odgovorni inženjer / Authorized designer:

Lokacija / Location: K.P. 12964, K.O. GOLUBOVCI, OPŠTINA U OKVIRU GLAVNOG GRADA GOLUBOVCI

Vrsta tehničke dokumentacije / Design phase:

Glavni projekat adaptacije / Main design of adaptation

Nikola Bulajić, d. i. a. Dio tehničke dokumentacije / Design discipline: faza - ARHITEKTURA RAZMJERA / SCALE:

Saradnici / Assistant designers: phase - ARCHITECTURE R=1:100 SJEVERNA FASADA / NORTH FACADE Jelena Međedović, spec.sci.arh

Prilog / Page title:

Br. priloga /

Br. strane /

Nemanja Jokić, b.sc.arh

Boris Radunović, spec.sci.arh

Datum izrade i M.P. / Date and stamp

Južna i sjeverna fasada (planirano stanje) Document no.: Page no.:

South and north facade (designed situation) 12 Datum revizije i M.P. / Revision date and stamp

DECEMBAR / DECEMBER 2019 . god.

L E G E N D A / N O T E

B C A STARI OBJEKAT / OLD BUILDING

+ 7.02

-ZAMJENA FASADNE STOLARIJE NA DIJELU ŠKOLE ''A''; /

-REPLACING OLD JOINERY FROM OLD SHOOL BUILDING - PART ''A'';

+ 3.60 -FASADERSKI RADOVI - DEKORATIVNI FASADNI MALTER NA SVIM

- 0.92

O21

O20

O19

O18

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

1 2 3 4 9 10

ISTOČNA FASADA / EAST FACADE

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

HORIZONTALNIH OLUKA;

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

-ZAMJENA CJELOKUPNE TAVANSKE KONSTRUKCIJE I PLAFONA;

NA STAROM DIJELU DIJELU SKOLE - ''A'';

-REPLACING OLD ROOF TILES AND OLD HORIZONTAL GUTTERS;

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

Y NEW JOINERY

O29

O28

O27

O26

O25

O24

PROJEKTANT / DESIGNER:

Te l/ f a x : + 3 8 2 ( 0 ) 4 0 2 5 1 8 6 7 Mob : + 382 ( 0 ) 69 347 395

INVESTITOR / CLIENT:

8 7 6

5 4 3 2 1

Opština Podgorica /

School ''Milan Vukotić'', Golubovci, Montenegro Glavni inženjer / Leading designer:

Nikola Bulajić, d. i. a.

Odgovorni inženjer / Authorized designer:

Nikola Bulajić, d. i. a.

Lokacija / Location:

K.P. 12964, K.O. GOLUBOVCI,

OPŠTINA U OKVIRU GLAVNOG GRADA GOLUBOVCI

Vrsta tehničke dokumentacije / Design phase:

Glavni projekat adaptacije / Main design of adaptation

Dio tehničke dokumentacije / RAZMJERA / SCALE: Design discipline: faza - ARHITEKTURA Saradnici / Assistant designers: phase - ARCHITECTURE R=1:100

ZAPADNA FASADA / WEST FACADE Jelena Međedović, spec.sci.arh

Boris Radunović, spec.sci.arh

Datum izrade i M.P. / Date and stamp

Istočna i zapadna fasada (planirano stanje) Document no.: Page no.:

East and west facade (designed situation) 13 Datum revizije i M.P. /

-ZAMJENA FASADNE STOLARIJE NA DIJELU ŠKOLE ''A''; /

-REPLACING OLD JOINERY FROM OLD SHOOL BUILDING - PART ''A'';

+ 4.02

DJELOVMA ŠKOLE - ''A'', ''B'', ''C'', ''D''; /

+ 2.24

O17

- 0.64 O16 O15

O14

O13

O12

- 0.90

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

10 9

4 3 2 1

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

-REPLACING ALL OF CEILING CONSTRUCTION AND CEILING;

UNUTRAŠNJA FASADA 1 / INNER YARD FACADE 1

HORIZONTALNIH OLUKA;

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

-ZAMJENA CJELOKUPNE TAVANSKE KONSTRUKCIJE I PLAFONA;

NA STAROM DIJELU DIJELU SKOLE - ''A'';

-REPLACING OLD ROOF TILES AND OLD HORIZONTAL GUTTERS;

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

PROJEKTANT / DESIGNER: INVESTITOR / CLIENT:

- 0.88

± 0.00 O5 O4 O3

O2 O1

School ''Milan Vukotić'', Golubovci, Montenegro Glavni inženjer / Leading designer:

Nikola Bulajić, d. i. a.

Odgovorni inženjer / Authorized designer:

Lokacija / Location:

K.P. 12964, K.O. GOLUBOVCI,

OPŠTINA U OKVIRU GLAVNOG GRADA GOLUBOVCI

Vrsta tehničke dokumentacije / Design phase:

Glavni projekat adaptacije / Main design of adaptation

Nikola Bulajić, d. i. a. Dio tehničke dokumentacije / Design discipline: faza - ARHITEKTURA RAZMJERA / SCALE:

UNUTRAŠNJA FASADA 2 / INNER YARD FACADE 2 Saradnici / Assistant designers: phase - ARCHITECTURE R=1:100 Jelena Međedović, spec.sci.arh

Boris Radunović, spec.sci.arh

Datum izrade i M.P. / Date and stamp

Unutrašnje fasade (planirano stanje) Document no.: Page no.:

Inner yard facade (designed situation) 14 Datum revizije i M.P. /

+ 7.76 FAZE / PHASES :

-ZAMJENA FASADNE STOLARIJE NA DIJELU ŠKOLE ''A''; /

-REPLACING OLD JOINERY FROM OLD SHOOL BUILDING - PART ''A'';

- 0.88 - 0.85

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

1 2 3 4 5 6 7 8

UNUTRAŠNJA FASADA 3 / INNER YARD FACADE 3

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

HORIZONTALNIH OLUKA;

-SANIRANJE KROVNE KONSTRUKCIJE;

-ZAMJENA DIJELA KROVNE KONSTRUKCIJE;

-ZAMJENA CJELOKUPNE TAVANSKE KONSTRUKCIJE I PLAFONA;

NA STAROM DIJELU DIJELU SKOLE - ''A'';

-REPLACING OLD ROOF TILES AND OLD HORIZONTAL GUTTERS;

-REPAIRING ROOF CONSTRUCTION;

-REPLACING A PART OF ROOF CONSTRUCTION;

+ 1.82

+ 3.55

PROJEKTANT / DESIGNER: INVESTITOR / CLIENT:

± 0.00 ± 0.00 O6

- 0.64

- 0.92

+ 382 ( 0 ) 69 309 590 Opština Podgorica

School ''Milan Vukotić'', Golubovci, Montenegro Glavni inženjer / Leading designer:

Nikola Bulajić, d. i. a.

Odgovorni inženjer / Authorized designer:

Lokacija / Location:

K.P. 12964, K.O. GOLUBOVCI,

OPŠTINA U OKVIRU GLAVNOG GRADA GOLUBOVCI

Vrsta tehničke dokumentacije / Design phase:

Glavni projekat adaptacije / Main design of adaptation

Nikola Bulajić, d. i. a. Dio tehničke dokumentacije / Design discipline: faza - ARHITEKTURA RAZMJERA / SCALE:

Saradnici / Assistant designers: phase - ARCHITECTURE R=1:100 Jelena Međedović, spec.sci.arh

Boris Radunović, spec.sci.arh

Unutrašnje fasade (planirano stanje) Document no.: Page no.:

Inner yard facade (designed situation) 15 10 9 4 3 2 1 Datum izrade i M.P. / Datum revizije i M.P. /

Date and stamp Revision date and stamp

UNUTRAŠNJA FASADA 4 / INNER YARD FACADE 4

B ul evar " 13 jul " br . 96 , 81400 N i kši ć

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Tel/ f a x : + 3 8 2 ( 0 ) 4 0 2 5 1 8 6 7 M ob : + 382 ( 0 ) 69 347 395

+ 382 ( 0 ) 69 309 590 šema fasadne PVC stolarije schemes of external PVC joinery

JU OŠ ''MILAN VUKOTIĆ''

Golubovci, Podgorica

KONVENCIJA SMJERA OTVARANJA VRATA I PROZORA

DOORS AND WINDOWS OPENING CONVENTION

DESNA / RIGHT

LIJEVA / LEFT

Investitor: JU OŠ ''Milan Vukotić'', Podgor6ic2 a

Arhitektonika d . o . o . Nikšić Bulevar " 13 jul" br . 96 , 81400 Nikšić

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 1 / Page no. 1 šeme fasadne PVC stolarije scheme of external PVC joinery

POS 1

IZGLED SA FASADE /

FACADE VIEW

PRESJEK 1-1 /

SECTION 1-1

poluga / lever stool nova

PVC klupica new internal

PVC

Al okapnica/ Al sill

OSNOVA

p:90cm

NAPOMENA / NOTE:

iznad h=220 cm, a otvara se jedino na "ventus", koristi se mehanizam sa plugom. /

Window handle shall be mounted as low as possible so it could be reachable from the ground. For opening of window leaf which opens only on "ventus" and its handle is mounted on a height that exceeds 2.20m, mechanism with lever shall be used.

kom: 42 L - D -

Opis pozicije / Position description

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site zidarska mjera / built in measure 191 x 23163

Bulevar " 13 jul" br . 96 , 81400 Nikšić

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 2 / Page no. 2

POS 2 1

IZGLED SA FASADE /

FACADE VIEW

140 1 p:100cm iznad h=220 cm, a otvara se jedino na "ventus", koristi se mehanizam sa plugom. /

kom: 22 L - D -

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site zidarska mjera / built in measure 141 x 22164

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 3 / Page no. 3

POS 5

FACADE VIEW

p:180cm dohvatiti sa zemlje. / Window handle shall be mounted as low as possible so it could be reachable from the ground.

kom: 2 L - D -

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site zidarska mjera / built in measure 141 x 15165

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 4 / Page no. 4

POS 6 1

FACADE VIEW

kom: 4 L - D -

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site zidarska mjera / built in measure 136 x 25666

5 78

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 5 / Page no. 5

POS 7 1

FACADE VIEW

kom: 2 L - D -

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site zidarska mjera / built in measure 141 x 21167

Al sill

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 6 / Page no. 6

FACADE VIEW

L -

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site p:100cm

D - kom: 2

POS 8

zidarska mjera / built in measure 71 x 211 68 kom: 2

Arhitektonika d . o . o . Nikšić Bulevar " 13 jul" br . 96 , 81400 Nikšić

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 7 / Page no. 7

140 1

POS 12

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site p:85cm

PRESJEK 1-1 /

Al sill new internal

PVC

D - zidarska mjera / built in measure 141 x 23169 kom: 5

Bulevar " 13 jul" br . 96 , 81400 Nikšić

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 8 / Page no. 8

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site p:90cm

PRESJEK 1-1 /

Al sill new internal

PVC

D -

POS 13

zidarska mjera / built in measure 131 x 22170 kom: 1

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 9 / Page no. 9

- pocinkovani plastificirani metalni lim d=0.7mm

Covering- plastic coated galvanized metal sheet d=0.7mm

POS 19

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site

D - zidarska mjera / built in measure 76 x 101 71 kom: 1

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 10 / Page no. 10

- pocinkovani plastificirani metalni lim d=0.7mm

Covering- plastic coated galvanized metal sheet d=0.7mm

POS 20

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site

D - zidarska mjera / built in measure 71 x 101 72

B ul evar " 13 jul " br . 96 , 81400 N i kši ć

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Tel/ f a x : + 3 8 2 ( 0 ) 4 0 2 5 1 8 6 7 M ob : + 382 ( 0 ) 69 347 395

+ 382 ( 0 ) 69 309 590 šema fasadne alu. stolarije schemes of external alu. joinery

JU OŠ ''MILAN VUKOTIĆ''

Golubovci, Podgorica

KONVENCIJA SMJERA OTVARANJA VRATA I PROZORA

DOORS AND WINDOWS OPENING CONVENTION

DESNA / RIGHT

LIJEVA / LEFT

Investitor: JU OŠ ''Milan Vukotić'', Podgor7ic3 a

POS A

Al "sandwich" panel

- Grafički prilozi su preuzeti iz projekta ''Glavni projekat adaptacije Osnovne škole ''Milan Vukotić'', Golubovci - Program energetske efikasnosti u javnim objektima u Crnoj Gori -faza 2'' - projektant: ''KOPRING PMC d.o.o., Podgorica'' ; /

Napomena: Sve mjere provjeriti na licu mjesta Note: All measurements must be taken before, at building site kom: 1 L - D - zidarska mjera / built in measure 191 x 23674

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 1 / Page no. 1 šeme fasadne alu. stolarije scheme of external alu. joinery

POS B

pod / The door sill shall be waterproof and sturdy fixed to the floor.

Contractor is obliged to reinforce the construction of the item.

- Grafički prilozi su preuzeti iz projekta ''Glavni projekat adaptacije Osnovne škole ''Milan Vukotić'', Golubovci - Program energetske efikasnosti u javnim objektima u Crnoj Gori -faza 2'' - projektant: ''KOPRING PMC d.o.o., Podgorica'' ; /

- Graphical documentation is taken from project '' Final Adaptation Design of the Centre for Primary School ''Milan Vukotić'', Golubovci, Energy Efficiancy Programme in Public kom: 1 L - D - zidarska mjera / built in measure 190 x 23575

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 2 / Page no. 2

POS C

130 175 135

- Grafički prilozi su preuzeti iz projekta ''Glavni projekat adaptacije Osnovne škole ''Milan Vukotić'', Golubovci - Program energetske efikasnosti u javnim objektima u Crnoj Gori -faza 2'' - projektant: ''KOPRING PMC d.o.o., Podgorica'' ; /

- Graphical documentation is taken from project '' Final Adaptation Design of the Centre for Primary School ''Milan Vukotić'', Golubovci, Energy Efficiancy Programme in Public kom: 1 L - D - zidarska mjera / built in measure 190 x 23576

T e l / f ax : + 3 8 2 ( 0 ) 40 2 5 1 8 6 7 M o b : + 3 8 2 ( 0 ) 69 3 4 7 3 9 5

+ 382 ( 0 ) 69 309 590

JU OŠ ''MILAN VUKOTIĆ'', GOLUBOVCI

Str. 3 / Page no. 3

Num. Description unit quantity

Attentive dismantling of existing facade joinery in everything according to the technical description of the position. Carpentry is removed entirely. Dispose the carpentry in a convenient place for later loading into a suitable means of transport and transport to the city dump up to 15km distance.

Glass walls 5- 10m2 pcs 2 Windows of 3m2 to 5m2 pcs 29

Procurement, transportation and installation of entrance doors from Aluminum.

Profiles with thermal break in all positions defined by the project and carpentry scheme. The doors are installed by dry anchoring for the walls with pur foam sealing and grouting in all according to the technical description. The door is equipped with a hydraulic mechanism for automatic closing.

dim. 190X335 -exterior double door unit 1

Procurement and installation of windows, all from PVC profiles with double glass package, total heat transfer coefficient of not more than 1.5 W/m²K. The frames and wings should be of multi-chamber (at least five-chamber) PVC profile with thermal break (profile wall thickness of 3.5 mm), minimum profile width 70mm, high hardness, resistance on UV, spraying, twisting and other deformations, with stainless steel profiles of appropriate thickness as reinforcement and strengthening, and reinforcement of all corners and connections for permanent preservation of the given window geometry. Glazing is used with a glass insulation package and at 4 + 16 + 4mm (internal Float glass, low emission outside with a solar factor (g) less than 45%), hermetically filled with argon. Provide a minimum of two rubber band seals per frame and wing circumference. The minimum performance that must be produced must be ensured and must be proven by official certification: EN 12207 - CLASS 4; EN 12208 - CLASS 8A; EN 12210 - CLASS C4; Joinery furnish with high quality interchangeable gaskets, high-quality shackles based on nickel and aluminum alloys ("Winkhaus Activ Pilot", "Fapim" or technical equivalent), handles and locks. Envision a minimum of two rubber sealing strips on the extent of frames and wings. It is mandatory for all window openings shackle to be with a brake against wrong handling and sudden gusts of wind. NOTE: All windows are equipped with solvents made of plasticized aluminum in the color of the joinery sheetmetaldim. 190X250 - combined double window pcs 28 dim. 195X225 - combined double window pcs 1 dim. 190X70 - combined window pcs 2 dim. 190X340cm - combined pcs 1

Dismantling of existing wooden doors on wet knots with associated door jambs.

Dispose of the door in a convenient place for later loading into a suitable means of transport and transport to the city landfill (extra charged). Calculation per piece of dismantled door.

single door dim. 70-100x205(210)cm pcs 4

KINDERGARTEN EXTERIOR WINDOWS AND DOORS AND BATHROOM RENOVATION

I Demolition and Dismantling Works

WORKS ON RENOVATING TOILET

Demolition of part of existing partition walls with cladding including penetration of new door opening and extension of existing one. Dispose of the shot at a convenient location for later loading into a suitable means of transport and transport to a municipal landfill (extra charge). NOTE: Disconnect all power and water supply systems from the mains before breaking down the walls.

Calculation per m2 of demolished walls m2 35

Removal of existing wall ceramics from all wet knot positions defined by the project. When removing the ceramics, remove any loose parts of the extension mortar entirely (up to the wall) and clean the wall with a steel brush. Dispose of the shot at a convenient location for later loading into a suitable means of transport and transport to a municipal landfill (extra charge).

Calculation per m2 of wall ceramics removed m2 80

Removal of existing floor ceramics from all positions of wet knots. When removing the ceramics, care should be taken not to cause any major damage to the existing cement liner for later preparation of the surface for the planned floor ceramics.

Dispose of the shot at a convenient location for later loading into a suitable means of transport and transport to a municipal landfill (extra charge).

Calculation per m2 of floor ceramics removed m2 28

Loading is transported to a suitable transport vehicle and transported to a city dump up to 15km away.

Calculation per lump sum l.s. 1

Procurement of materials and masonry of the planned partition walls with a d = 10cm giter block in 1: 3 extension mortar. When masonry, take care to obtain a flat surface with uniform joints. Remove any excess mortar. The position includes all necessary pre-work, the construction of overhead beams, as well as the assembly and disassembly of the required scaffolding.

Calculation per m2 of masonry walls m2 3

Procurement of materials and plastering / repairing of the interior walls after removal of wall ceramics with cement mortar 1: 3. When plastering / repairing the walls, take care to correct possible geometric imperfections of existing walls (curves or vitrified walls).

Calculationper m2 of plastered surface. m2 80

Procurement of materials and plastering of planned walls. The position includes the plastering in two hands (without a fine hand) of the part of the walls on which the ceramics are laid and the final plastering of the part of the walls that are being painted.

Calculation per m2 of plastered surface. m2 4

II Masonry Works

Procurement of materials and plastering of jambs (approx. 10 cm wide) after the installation of the planned Al. interior door dim. 80x205cm and 100x205cm.

Calculation per m1 of processed jamb m1 15

Procurement of materials and repair of damage to the cement screed caused by removal of floor ceramics and the installation of floor installations.

Calculation per m2 m2 28

Procurement of materials and making waterproofing of prepared screeds and repaired wall surfaces with waterproofing based on two- component polymer-cement coating in two layers. All corners - crossings from horizontal to vertical surfaces should be treated with waterproof bands. Insulation shall be done according to the manufacturer's instructions. Waterproofing treats all floors of wet nodes with lifting insulation up to 10 cm along the walls.

Calculation per m2 of developed surface of the installed waterproofing.

Calculation per m2 of installed insulation m2 33

Procurement of materials and installation of the wall ceramic of first class (confirmed by attest documentation, as well as documentation of the manufacturer) over the previously prepared wall surfaces. Ceramics are placed on a ceramic adhesive, with joints d = 2mm. Choose the dimensions, shape, color and texture of the ceramics in accordance with the wishes of the Investor, the User, and in the agreement with the Designer. When choosing the type of ceramics, take care of the final surface treatment for easier maintenance during exploitation.

NOTE: The position includes the processing of all jambs of palnned doors with ceramics, as well as the purchase and installation of corner PVC moldings at all positions - angles. The connection of ceramics and PVC doors (jambs) must be treated with silicone. At the part where the metal suspended ceiling is installed, the ceramics are placed to the ceiling height - 260cm from the floor level. On the part of the rooms where the lower ceiling is not envisaged, the ceramics are placed up to the floor structure.

Calculation per m2 of installed ceramics m2 109

Procurement of materials and installation of floor ceramics of first class with anti-slip properties (confirmed by attest documentation, as well as documentation by the manufacturer) over pre- prepared - repaired cement screeds, as well as installed waterproofing. Ceramics are placed on a ceramic adhesive, with joints d = 2mm. Choose the dimensions, shape, color and texture of the ceramics in accordance with the wishes of the Investor, the User, and in the agreement with the Designer. When choosing the type of ceramics, take care of the final surface treatment for easier maintenance during exploitation.

Calculation per m2 of installed ceramics m2 28

III Insulation Works

IV Ceramic Works

V JOINERY- SHEETMETAL WORKS

Procurement, transport and installation of interior doors made of hard, high-strength Al. profiles with sandwich panel fill in all positions defined by the project and joinery scheme. The door is installed with a dry procedure with anchoring in walls (three anchors - screw with an appropriate creeping anchor on the sides) with pur foam sealing. Remove all excess of pur foam with the previous protection of the door with tape.

dim. 100x205 -single door pcs 2

Procurement and installation of a metal linear suspended ceiling on a metal suspended subframe. The ceiling is formed by metal (steel or aluminum) plastic lamellas in white. The ceiling is placed at the height of the existing suspended ceiling.

Calculation per m2 of installed ceiling m2 29

Procurement and installation of sanitary partitions - cabin for doors with doors, made of compact laminate d = 12-14mm. The cabins are stratified HP laminate, smooth, non-porous, scratch resistant, easy to clean, hygienic, resistant to heat and vandalism (sprays, felt pens, open flames or cigarettes). The door is fitted with scratch-resistant plastic edges, matching locks and self-closing anodized aluminum hinges. At the top is an anodized aluminum profile that connects the entire structure. The cabins are connected to the existing walls by special aluminum connectors. The cabins are mounted on stainless steel legs that lift the panel 150 mm from the floor

Calculation of the number of cabs formed pcs 5

Procurement of materials and preparation of light gypsum-cardboard linings for sewer and ventilation verticals. The lining should be done by boards d = 1.25cm KNAUF system on the BOHOR substructure, and everything according to the project.

Calculation per m1 m1 8

VIII MISCELLANEOUS WORKS

Procurement of materials and installation of floor and wall distribution of plumbing and sewerage installations according to the planned scheme of sanitary elements, with connection to the existing main supply and drainage pipes and roof ventilation. The price includes all the necessary work that involves demolition, refinement, installation and testing.

Calculation per lump sum L.S. 1

Procurement of sanitary elements with accessories. The price includes all necessary basic and auxiliary materials and installation:

* Toilet bowl made of sanitary ceramics I class with flushing cistern, quality plastic cover, paper holder and toilet brush with stand.

Calculation per pcs pcs 1

Calculation per pcs (child toilet bowl) pcs 2

VI INSTALLATION WORKS

VII PLASTER WORKS

* Class I sanitary ware sink, mounted to the wall, complete with siphon and single lever battery.

Calculation per pcs pcs 1

Calculation per pcs (child washbasin) pcs 7

* A set of medium-grade toiletries that make up a 60 / 40cm mirror with chrome holders as well as a liquid soap dispenser, a towel dispenser and a waste bin.

Calculation per pcs pcs 8

* Disabled washbasin, complete with battery, siphon, tilting mirror, liquid soap dispenser, towel dispenser and waste bin.

Calculation per pcs pcs 1

* Disabled toilet, complete with flushing cistern, quality plastic cover, paper holder and toilet brush with stand

Calculation per pcs pcs 1

* Holder - stainless steel handle, not less than 90 cm in length.

Calculation per pcs pcs 1

* Stainless steel movable bracket, not less than 90 cm in length. It is articulated to the wall so that it can be fixed in horizontal or vertical position as needed.

Calculation per pcs pcs 1

Replacement of interior ceiling lighting and wall electrical in toilets. It is planned to replace the existing fluorescent lamps with a new energy- efficient system, with T5 / T16 LED lamps with electronic ballasts and a shiny grid.

Calculation per lump sum L.S. 1

Final rough and fine cleaning of all parts of the facility where the work took place Calculation per lump sum L.S. 1

Calculation per piece of removed position depending on dimension.

Glass walls 5- 10m2 pcs 2 Windows of 3m2 to 5m2 pcs 123 Windows of 1.5m2 to 3m2 pcs 37

Procurement, transportation and installation of entrance glass walls with doors from Al. profiles with thermal break in all positions defined by the project and carpentry scheme. The rocks are installed by dry anchoring for the walls with pur foam sealing and grouting in all according to the technical description. The door is equipped with a hydraulic mechanism for automatic closing.

dim. 275x300 -exterior glass walls with double doors unit 1 dim. 275x300 - inner glass walls with double doors unit 1

Procurement and installation of windows, all from PVC profiles with double glass package, total heat transfer coefficient of not more than 1.5 W/m²K.

The frames and wings should be of multi-chamber (at least five-chamber) PVC profile with thermal break (profile wall thickness of 3.5 mm), minimum profile width 70mm, high hardness, resistance on UV, spraying, twisting and other deformations, with stainless steel profiles of appropriate thickness as reinforcement and strengthening, and reinforcement of all corners and connections for permanent preservation of the given window geometry.

Glazing is used with a glass insulation package and at 4 + 16 + 4mm (internal Float glass, low emission outside with a solar factor (g) less than 45%), hermetically filled with argon.

Provide a minimum of two rubber band seals per frame and wing circumference. The minimum performance that must be produced must be ensured and must be proven by official certification: EN 12207 - CLASS 4; EN 12208 - CLASS 8A; EN 12210 - CLASS C4; Joinery furnish with high quality interchangeable gaskets, high-quality shackles based on nickel and aluminum alloys ("Winkhaus Activ Pilot", "Fapim" or technical equivalent), handles and locks. Envision a minimum of two rubber sealing strips on the extent of frames and wings. It is mandatory for all window openings shackle to be with a brake against wrong handling and sudden gusts of wind. NOTE:

All windows are equipped with solvents made of plasticized aluminum in the color of the joinery-sheetmetal.

dim. 190X250 - combined double window pcs 97 dim. 195X225 - combined double window pcs 5 dim. 190X70 - combined window pcs 10 dim. 190X255 - combined double window pcs 2 dim. 190X150 - double window pcs 8 dim. 190X190 - combined double window pcs 7 dim. 190X80 - combined window pcs 19

PRIMARY SCHOOL EXTERIOR WINDOWS AND DOORS

dim. 410x60cm - window pcs 1

A. BOILERS FOR HEATING AND EQUIPMENT IN SUBSTATION

A.1. The three-pass boiler with CE-marked. For heating systems with pot temperature (safety temperature) up to 120 ° C. Steel boiler for economical drive with sliding water temperature in the boiler. The compact three-pass boiler cylindrical combustion chamber and low combustion chamber loading for clean combustion products of combustion with low nitrogen oxide emissions. The wide walls on the water side and the large volume of boiler water provide self-circulation and safe heat transfer, so no minimum volume flow is required. The boiler body is comprehensively thermally insulated.

Overall dimensions:

Length: 2280 mm Width: 1285 mm Height: 1690 mm Weight with insulation: 1725 kg Fire resistance: 2.7 mbar Flue gas connection: 300 mm With digital boiler and cascade control.

Minimum technical characteristics and boiler design:

Nominal boiler capacity: min. 700 kW Specific boiler water content: min. 1,3 lit / kW Permissible drive pressure: min. 6 bar Normal degree of usefulness: min. 95% Maximum flow temperature (safety temperature): min. 120 [deg.] C Number of boiler changes: min.3 (three-dimensional version) Minimum allowed boiler water temperature when operating at over 60% boiler capacity: max.50 ° C when operating on oil Minimum required flow through boiler: max. 0m3 / h (no request) Minimum technical characteristics of boiler control:

Digital boiler control Possibility of operating a two-stage or modulating burner Integrated diagnostic system Touchdisplay with text and graphic display Operating the boiler in the cascade

Possibility of running two heating circuits with mixed vents to the outside temperature

Possibility of connecting to the remote control system and control via the Internet network Possibility to connect to the central object control and management system Necessary boiler and boiler manufacturer certificates:

The boiler is certified to CE-0085 The boiler manufacturer is certified according to ISO 9001 and ISO 14001 The required characteristics are proved by the official technical documentation of the boiler manufacturer, a copy of the CE certificate of the boiler and a copy of the ISO 9001 and ISO 14001 boiler manufacturer certificate Type Vitoplex 200 SX2A, with boiler and cascade control Vitotronic 300 CM1E, manufacturer Viessmann Germany or similar unit 1

A.2. The three-pass boiler with CE-marked. For heating systems with pot temperature (safety temperature) up to 120 ° C. Steel boiler for economical drive with sliding water temperature in the boiler. The compact three-pass boiler cylindrical combustion chamber and low combustion chamber loading for clean combustion products of combustion with low nitrogen oxide emissions. The wide walls on the water side and the large volume of boiler water provide self-circulation and safe heat transfer, so no minimum volume flow is required. The boiler body is comprehensively thermally insulated.

CENTRAL HEATING SYSTEM

Overall dimensions:

Length: 2280 mm Width: 1285 mm Height: 1690 mm Weight with insulation: 1725 kg Fire resistance: 2.7 mbar Flue gas connection: 300 mm With digital boiler control.

Minimum technical characteristics and boiler design:

Digital boiler control Possibility of operating a two-stage or modulating burner Integrated diagnostic system Touchdisplay with text and graphic display

Possibility of connecting to the remote control system and control via the Internet network Possibility to connect to the central object control and management system Possibility of connecting to cascade regulation Necessary boiler and boiler manufacturer certificates:

The boiler is certified to CE-0085 The boiler manufacturer is certified according to ISO 9001 and ISO 14001 The required characteristics are proved by the official technical documentation of the boiler manufacturer, a copy of the CE certificate of the boiler and a copy of the ISO 9001 and ISO 14001 boiler manufacturer certificate Type Vitoplex 200 SX2A, with boiler control Vitotronic 100 CC1E, manufacturer Viessmann Germany or similar unit 1

A.3. Supply, delivery and installation, LON module complete with connecting LON water 7m unit 1

A.4. Supply, delivery and installation, additional controller, for 4 mixing circuits, type Vitotronic 200-H HK3B, complete with LON module complete with connecting LON water 7m unit 1

A.5. Supply, delivery and installation of safety valve, connection DN 32, drain DN 50, opening pressure 4bar, manufacturer Viessmann Germany or similar unit 2

A.6. Maximum Pressure Limit, manufacturer Viessmann Germany or similar unit 2

A.7. Minimum Pressure Limit, manufacturer Viessmann Germany or similar unit 2

A.8. Three-way mixer valve DN 80 complete with electric motor drive, manufacturer Viessmann Germany or similar unit 2

A.9. Loading sensor NTC 10 kOhm, manufacturer Viessmann Germany or similar unit 6

A.10. Uron temperature sensor NTC 10 kOhm, manufacturer Viessmann Germany or similar unit 1

A.11. Hydraulic crossover type 400/200 max. Flow 57 m3 / h, DN150 PN6 connections, Viessmann Germany manufacturer or similar unit 1

A.12. Weishaupt WM-L10 4-A (T) burner with easy-oil filter unit 2

A.13. Compact water softener for heating systems, type Aquaset 1000, manufacturer Viessmann Germany. To protect the heating system from the formation of calculus and other deposits from the water.

With a compact housing containing a non-ionizing resin, which is automatically regenerated when its capacity is exhausted.

Scope of delivery Aquaset 1000 compact softener with non-ionic mass filling, pre-filter, regeneration salt and rinse water rinse aid.

Technical characteristics:

• Operating temperature range 4-40 ° C

• flow 2,0m3 / h

• water volume in the system: 4.0 - 8.0 m3

• Integrated socket tank for minimal space occupancy

• Regeneration takes place in a proportional and contradictory regimen

• Dry reservoir for salt (except during regeneration) unit 1

A.14. Delivery of Schiedel ICS 25 Ø 350 inox chimney system, designed to operate in a temperature range of = 450 ° C (= 200 ° C in positive pressure) for gas, oil and solid fuels. Pressure mode:

Negative pressure (N1 = 40 Pa), Positive pressure (P1 = 200 Pa) with gas-oil (silicone) gas oil (Viton).

The chimney system is double-isolated with the following characteristics: made of double stainless steel inner tube of material W.Nr. 1.4404 (316L), exterior hose of material W.Nr.

1.4301 (304), insulation thickness 25mm made of material Superwool Plus ceramic wool density 96 kg / m3. Inner tube thickness 0.5mm for diameters 80mm to 400mm, 0.6mm for diameters 450mm to 700mm, 1mm for diameters 750mm to 1200mm. The elements of the chimney system are resistant to corrosion and are made by laser digestion in a protective atmosphere. The system was tested for corrosion according to the GASTEC test.

The chimney system must be resistant to the appearance of condensates and acids from flue gases. The plug part of the elements of the chimney system

a) CHIMNEY No. 1: SCHIEDEL ICS25 Ø 350 mm, DEVELOPED LENGTH 11.2 m unit 1

b) CHIMNEY No. 2: SCHIEDEL ICS25 Ø 350 mm, DEVELOPED LENGTH 10.5 m unit 1

c) PRICE FOR INSTALLING DIMENSIONS WITH PREVIOUS TRANSMISSION, PURCHASING PRINCIPAL MEASURES, DELIVERY AND COMPLETION. unit 1

A.15. Delivery and installation of Schiedel PRIMA Plus Ø 350 mm stainless steel chimney system Designed for operation at a temperature of ≤ 450 ° C (≤ 200 ° C in positive pressure) for gas, oil and solid fuel Pressure Regime: Negative Pressure ( N1 ≤ 40 Pa), Positive Pressure (P1 ≤ 200 Pa) with gas (silicone) oil (Viton) coolant.

Sanima chimney system PRIMA Plus is made of stainless steel W.Nr. 1.4404 (316L) 0.6 mm thick. All chimney elements are industrially manufactured in every detail as provided in the technical documentation for the concrete object. The prefabricated elements are corrosion resistant and are made by laser welding in a protective atmosphere. The system was tested for corrosion according to the GASTEC test.

The chimney system must be resistant to the appearance of condensate and acid from flue gas.

The segments are constructed so that their joints allow for condensate resistance and gas leakage. The plugging of the joints allows the continuity of the system insulation and the acceptance of the expansion due to the thermal load. The PRIMA Plus chimney system is complete with all the necessary elements, condensate drainage, inspection fittings and 45 ° boiler, basic tubes, expansion joints, couplings for segments, viton densities at each joint, earthing connectors, bracket, spacers, recesses I the end of the chimney. The PRIMA Plus system must be fully compliant with the standards of SRPS EN 1856-1 and 2. Install the chimney system according to the manufacturer's instructions. The chimney manufacturer must meet the following conditions: quality management system quality assurance "ISO 9001 Quality Management Systems, minimum guarantee of min. 10 years on the chimney system and insurance policy with a limit of at least EUR 500,000 from harmful events or PRODUCER

RESPONSIBILITY LISTED BY USE OF PRODUCT.

a) SCHIEDEL PRIMA Plus Ø 350 mm, TOTAL HEIGHT 2 x 19 m unit 1

b) THE PRICE OF INSTALLING CHIMNEY WITH PREVIOUS REPRESENTATION, PURCHASING PRINCIPAL MEASURES, DELIVERY AND COMPLETION. unit 1

A.16. Supply, delivery and installation of pressure maintenance systems (dictation system)

Type: Reflex Variomat Open court volumes: 1000 lit.

Complete with automatic: Reflex Variomat VS 1 diaphragm expansion vessel: Reflex N 35 Equipped with equipment and armor unit 1

A.17. Horizontal double wall tank for extra light fuel oil, dimension according to JUS M.Z3.010 and outer sheath according to JUS M.Z3.014. It is made of sheet 0361. An underground waterproofing tank is foreseen.

Volume: 50 m3 External diameter: 2516 mm Overall length: 10818 mm The tank should be delivered with filling and sealing plugs (two suction cups) and non-return valves, for AT-valve discharge, return line connection. It has a built-in control vessel, measuring the liquid level in the interposed between the cloaks and the welded shaft for the standard 1000x1000mm hull. In addition to the control port, another outlet for the outlet of the test fluid is placed, which is between the cloaks. Along with the tank is also supplied a metal shack with lid and awning. unit 1

A.18. Supply of materials and production of copper pipes for the transport of extra light fuel oil from an external tank to burners on standard cross section boilers and diesel fuel to aggregates, the following dimensions:

a) Ø12x0,9mm m. 38

A.19. All other materials for connecting and assembling pipes in the concrete channel are taken 30% of the previous pipe position. It is paid 30% of the previous position complete 1 A.20. Tubular insulation of 9mm thick, moisture resistant for copper pipe installation for light fuel oil and fuel distribution, together with mounting bracket and bonding strips for joints. Opposition class B1.

a) Ø12.7 m. 38

A.21. Ball valve taps for light fuel oil 1/2 " unit 10

A.22. Non-return valve for easy oil heating 1/2 " unit 3

A.23. Filter for light-duty oil with a transparent 3/8 "dirt control cup. unit 2

A.24. Compressed aluminum blinds with built-in dimensions of 1500x500 mm, for installation in the lower part of the door or on the side wall of the boiler room (allows the necessary combustion air to be burned). unit 1

A.25. Splitter made of Ø323.9x5.6 stainless steel tube, length 3.0 m with upper connection for heating branches 2 pcs DN 65, 2 pcs DN50 and 1 pcs DN40, at the beginning of the distributor DN100 connection from the boiler, connections for the DN15 gauge thermometer, discharge the DN20 tap and the DN20 backup terminal, according to the graphic documentation.

unit 1

A.26. Connector made of steel seamless tube Ø323.9x5.6, length 2.0 m with top connections for heating…

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