2_bill of quantity

MINISTRY OF TRAFFIC OF THE SARAJEVO CANTONSARAJEVO CANTON ROAD DIRECTORATE

Sarajevo Urban Roads Development Project

New Construction and Upgrading of the South Longitudinal Road

SECTION 2

BILL OF QUANTITYBOOK No.2

Sarajevo, 2015.

BILL OF QUANTITIES

I. PREAMBLE

The Tenderers shall price separately each Item in the Bills of Quantities (B/Q) including all alternativedesigns for works where applicable and shall follow the instructions regarding transfer of alternative totals ofthe summary given in the B/Q.The B/Q must be read with all the other Contract Documents and the Contractor shall be deemed to havethoroughly acquainted himself with the detailed descriptions of the works to be done and the way in whichthey are to be carried out. The whole of the works is to be executed to their true intent and meaning and to theentire satisfaction of the Engineer.

1. Measurement of Quantities

1.1 Quantity of Items

The quantities set forth against the Items in each Bill are an estimate of the quantity of each kind of the worklikely to be carried out under the Contract and are given for the convenience of forming a common basic forbids. There is no guarantee to the Contractor that he will be required to carry out the quantities of workindicated under any one particular items in the B/Q or that the quantities will not differ in magnitude fromthose stated in the Bills.The brief descriptions of items given in the B/Q are purely for the purpose of identification and it shall in noway modify or supersede the detailed description given in the Conditions of Contract or Specifications. Whenpricing items, reference should be made to the Conditions of Contract, Specifications and relevant drawingsfor directions and descriptions of works and materials involved.

The quantities given in the B/Q are provisional, as estimated on the basis of Detailed Designs, which havebeen taken as a basis for the present Tender Documents and are given to provide a common basis for Bidding.The Tenderers shall consider carefully all things included in the tender Documentation in order to make theirTenders aware of all responsibility.Except where specifically and expressly otherwise stated in the Technical Specifications or in the B/Q, thePermanent Works only shall be measured. The works shall be measured net to the dimensions shown on theDrawings or ordered in writing by the Engineer, except where otherwise specifically described or prescribedin the Contract.In adjusting extras or variations on the Contract, the works shall be measured on the same basis as that forwhich the quantities have been prepared and all works not specifically mentioned in the bill will be taken asincluded in the prices of various items.Where in the opinion of the Engineer extra works cannot be properly measured or valued, the Contractor, if sodirected by the Engineer, shall carry out the work at daywork rates which shall be rates shown in the Scheduleof daywork. The Engineer must sign on all completed daywork sheets before the end of week in which thework is executed.No allowance will be made for loss of materials or volume thereof during transport or compacting.

1.2 Units of Measurements

The calculation units used are the same as specified and allowed in the System International (SI) and used inthe Technical Documentation herein. No other, but the units used in the Technical Documentation shall beused in measurements, pricing, detail drawings etc. (Any units not used in the Technical Documentation shallalso be expressed in terms of the SI).

2. Terms in Connection with Payment

The method of measurement of complete work for payment shall be in accordance with General Conditions(net measurement) unless otherwise specified in Description of the Items of the Bill of Quantities.The provisional Sums included and so designated in the B/Q shall be expended in whole or in part at thediscretion of the Engineer.Each item in the B/Q for which payment is to be made in a lump sum, and for which no payment schedule isprovided, shall be paid after the work covered by the lump sum has been completed to the full satisfaction ofthe Engineer.

3. Pricing

The prices and rates inserted in the B/Q are to be the full inclusive values of the works described under theitems, including all costs and expenses which may be required in and for the construction of the Worksdescribed together with any temporary works and installations which may be necessary and all general risks,liabilities and obligations set forth or implied in the documents on which the Bid is based. It will be assumedthat establishment charges, overheads, profit and allowances for all obligations are spread evenly over all theunit rates.

Rates and prices shall be entered against each item in the B/Q. The rates shall cover all tax, duty or otherliabilities, which are gross, stated separately in the B/Q and Tender.

4. Completing the Bill of Quantities

In the B/Q the rates and prices shall be entered in the column headed "Unit Rate". All rates and prices shall bequoted in Euro ().The Employer shall correct any arithmetic errors in computation or summation as follows:

(a) if there is a discrepancy between the unit price and the total price that is obtained by multiplying the unitprice and quantity, the unit price shall prevail and the total price shall be corrected, unless in the opinion ofthe Employer there is an obvious misplacement of the decimal point in the unit price, in which case the totalprice as quoted shall govern and the unit price shall be corrected;

(b) if there is an error in a total corresponding to the addition or subtraction of subtotals, the subtotals shallprevail and the total shall be corrected; and(c) if there is a discrepancy between words and figures, the amount in words shall prevail, unless the amountexpressed in words is related to an arithmetic error, in which case the amount in figures shall prevail subject to(a) and (b) above.

II. DESCRIPTION OF UNIT PRICES

The descriptions given herein shall be read in conjunction with all tender documents and possible omissionsherein shall not be relieve the Tenderer from his obligation to carry out all contract works in accordance withdrawings and specifications and to the full satisfaction of the Engineer.For the purpose of daywork schedule Tenderer will give unit prices base on aproximative quantities.

Bill Description of worksA General itemsB Alternative RoadsC Alignment Section 2 D Signalling E Relocation of LightingF Utility relocation (water supply)G Utility relocation (sewerage)H Utility relocation (mixed sewer redesigned)I Poles of overhead line

J Poles of overhead line - Roundabout H.emerlia

K Specification of polesL Suport structures - landslides rehabilitationM Wall 1N Wall 2O Wall 3P Wall 4Q Rondo indoor plumbing and sewerageR Roundabout water supplyS Roundabout sewerage systemT Roundabout drainageU Subway ArchitectureV Subway VentilatingW Subway El. InstallationsY Trolleybus overhead line - electrical worksZ Traffic lighting for crossroads

X1 Total (from A to R) (excluding VAT)X2 ContingenciesX3 Total [X1+X2]X4 VAT 17%X5 Total contract price [X3+X4]

Y1 DAYWORK SCHEDULE (Grand Total)X5 TOTAL CONTRACT PRICE [X3+X4]

Y2 GRAND TOTAL [Y1+X5]

GRAND SUMMARY RECAPITULATION SECTION 2

Total Amount in EUR []

Price in words:

POSPosition Description Unit Quantity

Unit rate in [] Amount in []

A1 Establishment of Engineer's offices including equipment L.Sum 1,00

A2 Maintain Engineer's offices month 12,00A3 Remove Engineer's offices L.Sum 1,00A4 Provide Contractor's Site Establishment L.Sum 1,00A5 Maintain Contractor's Site Establishment month 12,00A6 Remove Contractor's Site Establishment on

completion L.Sum 1,00A7 Usage of vehicles for Engineer's staff L.Sum 1,00A8 Maintenance of vehicles for Engineer's staff month 12,00A9 Provide Laboratory with special equipment L.Sum 1,00A10 Operate and maintain Laboratory month 12,00A11 Remove Laboratory on completion L.Sum 1,00A12 Preparation of As-Built drawings by the Contractor L.Sum 1,00

A13Laboratory investigations and reports for geotechnical, road bed, pavement and structures

L.Sum 1,00

A14 Traffic regulation during construction L.Sum 1,00A15 Provision of Permits for Works L.Sum 1,00A16 Provide and implement Environmental Management and Monitoring plan L.Sum 1,00A17 Personal Protective Equipment L.Sum 1,00A18 Communication Equipment month 1,00A19 Survey Equipment month 1,00

A20

Providing IT and telecommunications equipment for the Head of Project and coordinator from investors (3 persons). The item includes the purchase of portable computers (laptops 2x) and procurement of three mobile phones (smart) with numbers with the possibility of using mobile Internet, as well as the cost of using mobile phones and mobile internet for the duration of the contract for all three numbers.

L.Sum 1,00

A20Cost for diversion and protection of public utilities during the implementation of the project

P.Sum 1,00

A2110% uplift for the cost for diversion and protection of public utilities during the implementation of the project

P. Sum 1,00

BILL A: GENERAL ITEMS

SPECIAL REQUIREMENTS

A: Total of General items:

SOUTH LONGITUDINALJUNA LONGITUDINALA

ALIGNMENTTRASA

SECTION 2 - ALTERNATIVE ROADS (Gradaaka,Prijedorska,Kraljice Jelene i

Azize airbegovi)DIONICA: Gradaaka-Prijedorska L=186 m

BILL OF QUANTITIES / PREDMJER RADOVA

No. ITEM DESCRIPTION OF WORKS UNIT QUANTITYUNIT PRIC

E

TOTAL EUR

R.B POZ VRSTA RADA J/M KOLIINAJ/C

EURUKUPNO

EUR1.PREPARATORY WORKS

1.PRIPREMNI RADOVI

Geodetic works / Geodetski radovi

1Setting up and ensuring the cross-section of other public roads / Postavljanje i osiguranje poprenog profila ostalih javnih putevaa) on flat terrain / na ravniarskom terenu km 0,25

Clearing of construction siteienje terena

Demolition and removal of pavement structures (whit the transportation to the landfill) with proof of disposal:Ruenje i uklanjanje asfaltnih konstrukcija (sa odvozom na deponiju) uz potvrdu o deponovanju:

12 372 a) thickness between 4 and 7 cm (on the sidewalk) /debljine od 4 do 7 cm (na trotoaru) m

2 384,00

12322b) thickness between 6 cm and 10 cm (on the pavement structure) / debljine 6 do 10 cm (na kolovozu)

m2 1.183,71

Cutting asphalt layer with floor diamond saw in athickness:Rezanje asfaltnih slojeva sa podnom dijamantnom pilom, debljine:a) up to 5 cm (on the slidewalk)/do 5 cm (na trotoaru) m1 56,00

b) between 6 cm and 10 cm (on the pavement structure) od 6 do 10 cm (na kolovozu) m1

378,00

Demolition and removal of cerbs together with thesubstrate and with the transportation of exessmaterial to the landfil4

12382

2

3

Ruenje i uklanjanje ivinjaka skupa sa podlogom isa odvozom vika materijala na deponiju

12 391 a) cement concrete kerb / ivinjaci od cementnog betona m1 300,00

12 392b) stone kerb (retain, replace only damaged kerbs) / ivinjaci od kamena (zadrati, samo oteene zamjeniti) m1

101,00

5 1251 Mainsko glodanje/ frezanje asfaltnog sloja / Machine work milling / milling asphalt layer12511 a)debljine 1 do 5 cm / thickness of 1 to 5 cm m2 1.183,71

Other preparatory worksOstali pripremni radoviProviding construction site during construction with

semi blocking traffic and redirection with traffic

lights

lump sum

Obezbjeenje gradilita za vrijeme gradnje sa polublokadom saobraaja i usmjerenje sa semaforima paus

TOTAL PREPARATORY WORKS:SVEGA PRIPREMNI RADOVI:

2.EARTH WORKS AND FOUNDATION2. ZEMLJANI RADOVI I TEMELJENJE

ExcavationsIskopi

Excavation of pavement structure - existing base

Iskop kolovozne konstrukcije - postojeeg tampona

21113

c) maschine work including loading andtransportation to the awerage transport distance(ATD)..km / mainski sa utovarom i oodvozom naSTD...km

m3 701,36

Subgrade formationPlanum temeljnog tlaArrangement - compacting of subgradeformation/upper surface of the foundaion soil(subgrade compacting, working lane):Ureenje - zbijanje planuma/gornje povrinetemeljnog tla (zbijanje podtla, radna staza):

22113 c) incoherent soil, category 3b / nekoherentni zemljani materijal, kategorija 3b m

2 1.183,71

Slopes and green surfacesKosine i zelene povrine

Application of topsoil to green surface withoutrolling in thickness above 15 cm with machines

2.2.2.5

9 25137 m2 119,00

8

6 13 111

7

Humuziranje zelene povrine bez valjanja, u d= preko15cm - mainsko izvan trase

TOTAL EARTH WORKS AND FOUNDATION:SVEGA ZEMLJANI RADOVI I TEMELJENJE:

3. PAVEMENT STRUCTURES3. KOLOVOZNE KONSTRUKCIJE

Unbound roadbasesNevezani nosivi slojevi

Execution of unbound roadbase of uniformlygraded crused stone (base) in a thickness of(maschine work with compacting, rolling inlayers)

Izrada nevezanog nosivog sloja od ravnomjernogranuliranog drobljenca (tampon) u debljini (mainskisa zbijenjem, valjanje u slojevima):

31131 a) up to 50 cm / do 50 cm m3 734,48

Bound Asphalt Base-Bearing and Base-Wearing CoursesVezani gornji nosivi i nosivohabajui slojevi

Execution of base-bearing course of asphaltmixture of bituminous well graded crushed stoneof granulometric composition of 0/22 or 0/32 mmin a thickness of 9 cm

Izrada gornjeg nosivog sloja bituminiziranogdrobljenca granulacije 0/32 mm u debljini od 9 cm

Bound Asphalt Wearing and Sealing CoursesVezani asfaltni habajui i zatitni slojevi

Execution of wearing and sealing course ofbituminous concrete BC 11k of a mixture ofcarbonate stone grains and road bitumen in athickness of 40 mm (on the pedestrian paths)Izrada habajueg i zatitnog sloja bitumenskogbetona BB 11k od smjese frakcija karbonatnih stijenai bitumena za ceste u debljini 40 mm (na pjeakimstazama)Execution of wearing and sealing course of stonemastic asphalt SMA 11s from crused stone oferuptive agregate and road bitumen (PmP) inthickness 4.0 cm

32263

31345 m2 1.183,71

10

12 m2 384,00

11

Izrada habajueg i zatitnog sloja iz sitnei sabitumenskim masiksom SMA11s iz drobljenihfrakcija eruptivnog agregata i polimernogbitumena (PmB) u debljini 4,0 cmBound Asphalt Wearing and Sealing Courses Surface DressingVezani asfaltni habajui i zatitni slojevi-povrinskeobrade

14Spraying instable cationic emulsion of 0.31 0.50kg/m2 / pricanje podloge nestabilnom kationskombitumenskom emulzijomb) u koliini od 0,31 do 0,50 kg/m2 m2 2.367,42

15 ienje kolovoza-mainski / road cleaning-machine work m

2 2.367,42

Carriageway Edge ElementsRubni elementi kolovoza

KerbsIvinjaci

Execution of cement concrete raised kerbtogether with the substratenad joint grouting ofsection:

Izrada izdignutog ivinjaka iz cementnog betonaskupa sa podlogom i fugovanjem presjeka:a) 18/24cm m1 327,00b) 10/20cm m1 108,00TOTAL PAVEMENT STRUCTURES:SVEGA KOLOVOZNE KONSTRUKCIJE:

4. DRAINAGE4. ODVODNJAVANJE

Shaftsahtovi

Removal of existing gulies pcsUklanjanje slivnika i slivnike kace komCleaning the gully with equipment connections with flushing pipe 160 (200)ienje meuslivnikih veza sa ispiranjem cjevovoda 160(200)Making the new gully with equipment. The cover of retracted gully according to DIN 19596-600, load class B125 according to DIN EN 124/DIN 1229. Light opening 600 mm , overall height 35 mm. Fame of cast iron, round cap combination cast iron and concrete fill weight cca.60,0 kg.

pcs

19

17 14,00

16 35224

13 32634 m2 2.367,42

m 350,0018

14,00

Izrada novih kaca. Poklopac uvuenog slivnika prema DIN 19596-600, klase nosivosti B 125 according to DIN EN 124 / DIN 1229. Svijetlog otvora 600 mm, graevinske visine 35 mm. Ram od livenog eljeza, okrugli poklopac kombinacija livenog eljeza i betonske ispune teine ca. 60,0 kg

kom

Supply,installation and transport the hollow

Concrete curbs for gully under curb stone.

The price includes all works and materials

According to the attached detail

pcs

Nabavka, transport i montaa betonskog upljeg ivinjaka za uvueni slivnik.U cijenu ukljueni svi Radovi i materijali za izradu prema priloenom Detalju. komRemoval of existing shafts covers pcsUklanjanje postojeih poklopaca ahtova kom

Supply and installation of schaft covers 400KN forthe heavy traffic according to DIN EN 1561

pcs

Nabaka i ugradnja poklopaca za ahtove 400 KN zateki saobraaj DIN EN 1561 kom

TOTAL DARAINAGE:SVEGA ODVODNJAVANJE:

5. ROAD MARKINGS5. SAOBRAAJNA OPREMA I SIGNALIZACIJA

Machine execution of thick-layer longitudinalcarriageway marking with multi-component coldplastic with admixed glass beads, includingadditional spreading of 200 g/m2 of glass beads,dry film thickness 3 mm

Izrada debeloslojne uzdune oznake na kolovozus viekomponentnom hladnom plastikom saumjeanim komadiima / kuglicama stakla, ukljuujui 200 g/m2 dodatnog posipa skomadiima stakla, mainski, debljina sloja 3 mma) width line 12 cm / irina crte 12 cm (full dividingline) / (puna razdjelna linija) m

1 229,00

a1) width line 12 cm / irina crte 12 cm (full dividingline-yellow) / (puna razdjelna linija-uta)

m1 11,00

b) width line 12 cm / irina crte 12 cm (short dashed dividing line 1m + 1m) / (kratka isprekidanarazdjelna linija 1m+1m). (Calculation in lengthcaused mass) / (obraun po duini nanesene mase).

m1 60,00

19

20

21 9,00

22

23

14,00

62412

9,00

14,00

b1) width line 12 cm / irina crte 12 cm (short dashed dividing line-yellow 1m + 1m) / (kratkaisprekidana razdjelna linija-uta 1m+1m). (Calculation in length caused mass) / (obraun po duininanesene mase).

m1 24,00

c) width line 12 cm / irina crte 12 cm (dashed linedividing 3m + 3m) / (isprekidana razdjelna linija3m+3m). (Calculation in length caused mass) /(obraun po duini nanesene mase).

m1 88,00

Machine execution of thick-layer transverse andother carriageway marking with multi-component cold plastic withadmixed glass beads, Izrada debeloslojne poprene i ostalihoznaka na kolovozu s viekomponentnom hladnom plastikom saumjeanim komadiima / a) width line 50 cm / irina crte 50 cm (pedestrian crossings) / (pjeaki prelazi). (Calculation of thesurface caused mass) / (obraun po povrininanesene mase)

m2 186,00

b) width line 50 cm / irina crte 50 cm (stop lines) /(stop linije) m

2 22,00

c) The field for routing traffic from thick pavementwith multicomponent cold plastic with artfulpieces / balls of glass, including 200 g / m2additional sprinkled with bits of glass, machine,thickness 3 mm (calculation of the total area ofthese lines filled with parallel lines of width atleast 20 cm with a space between lines of at least40 cm) / Polje za usmjeravanje saobraaja oddebeloslojne oznake na kolovozu sviekomponentnom hladnom plastikom saumjeanim komadiima / kuglicama stakla,ukljuujui 200 g/m2 dodatnoga posipa skomadiima stakla, mainski, debljina sloja 3mm(obraun ukupne povrine ispunjene rafuromparalelnih linija irine minimalno 20 cm sa razmakomlinija minimalno 40 cm)

m2 6,00

Making arrows length of 5 m thick pavement withmulticomponent cold plastic with artful pieces /balls of glass, including 200 g / m2 additionalsprinkled with bits of glass, machine, thickness 3mm

24 62 423

25

Izrada strelice duine 5 m od debeloslojne oznakena kolovozu s viekomponentnom hladnomplastikom sa umjeanim komadiima / kuglicamastakla, ukljuujui 200 g/m2 dodatnoga posipa skomadiima stakla, mainski, debljina sloja 3 mmOne-way, 5 m long / Jednosmjerne, duine 5 m. pcs /kom 13,00Two-way, 5 m long / Dvosmjerne, duine 5 m. pcs /kom 16,00

Marks and inscriptions of thick pavement withmulticomponent cold plastic with artful pieces /balls of glass, including 200 g / m2 additionalsprinkled with bits of glass, machine, thickness 3mm, (calculation by an inscription)

Oznake i natpisi od debeloslojne oznake nakolovozu s viekomponentnom hladnomplastikom sa umjeanim komadiima / kuglicamastakla, ukljuujui 200 g/m2 dodatnoga posipa skomadiima stakla, mainski, debljina sloja 3 mm,(obraun po jednom natpisu)The inscription TAXI yellow (height inscription L =

1.6 m) / Natpis TAXI ute boje, (visina natpisa L=1,6m)

pcs /kom 3,00

ROAD MARKINGSSVEGA SAOBRAAJNA OPREMA ISIGNALIZACIJA:

RECAPITULATIONR E K A P I T U L A C I J A

PREPARATORY WORKSPRIPREMNI RADOVIEARTH WORKS AND FOUNDATIONZEMLJANI RADOVI I TEMELJENJEPAVEMENT STRUCTURESKOLOVOZNE KONSTRUKCIJEDRAINAGEODVODNJAVANJEROAD MARKINGSSVEGA SAOBRAAJNA OPREMA ISIGNALIZACIJA:TOTAL:UKUPNO:

DIONICA: Prijedorska-Kraljice Jelene L=748 m

1

26

3

2

5

4

25



E

TOTAL EUR


EURUKUPNO


1.PRIPREMNI RADOVI

Geodetic works / Geodetski radovi

1Setting up and ensuring the cross-section of other public roads / Postavljanje i osiguranje poprenog profila ostalih javnih puteva a) on flat terrain / na ravniarskom terenu km 0,25


Demolition and removal of pavement structures (whit the transportation to the landfill) with proof of disposal:

Ruenje i uklanjanje asfaltnih konstrukcija (sa odvozom na deponiju) uz potvrdu o deponovanju:

12 372 a) thickness between 4 and 7 cm (on the sidewalk) / debljine od 4 do 7 cm (na trotoaru) m

2 1.796,00

12322b) thickness between 6 cm and 10 cm (on the pavement structure) / debljine 6 do 10 cm (na kolovozu)

m2 3.049,00

3 12382Cutting asphalt layer with floor diamond saw in athickness / Rezanje asfaltnih slojeva sa podnomdijamantnom pilom, debljine:a) up to 5 cm (on the slidewalk)/do 5 cm (na trotoaru) m1 10,00b) between 6 cm and 10 cm (on the pavement structure) od 6 do 10 cm (na kolovozu) m1 200,00Demolition and removal of cerbs together with thesubstrate and with the transportation of exessmaterial to the landfilRuenje i uklanjanje ivinjaka skupa sa podlogom isa odvozom vika materijala na deponiju

12 391 a) cement concrete kerb / ivinjaci od cementnog betona m1 1.608,00

5 1251 Machine work milling / milling asphalt layer / Mainsko glodanje/ frezanje asfaltnog sloja 12511 a) thickness of 1 to 5 cm / debljine 1 do 5 cm m2 3.426,50

Other preparatory worksOstali pripremni radovi

2

4

Providing construction site during construction with


lights

lump sum

Obezbjeenje gradilita za vrijeme gradnje sa polublokadom saobraaja i usmjerenje sa semaforima paus

TOTAL PREPARATORY WORKS:SVEGA PRIPREMNI RADOVI:


ExcavationsIskopi



21113


m3 1.524,25



2 3.049,00


Application of topsoil to green surface withoutrolling in thickness above 15 cm with machinesHumuziranje zelene povrine bez valjanja, u d= preko15cm - mainsko izvan trase

TOTAL EARTH WORKS AND FOUNDATION:SVEGA ZEMLJANI RADOVI I TEMELJENJE:


25137 m2 120,009

2.2.2.5

8

7

6 13 111


Execution of unbound roadbase of uniformlygraded crused stone (base) in a thickness of(maschine work with compacting, rolling inlayers)Izrada nevezanog nosivog sloja od ravnomjernogranuliranog drobljenca (tampon) u debljini (mainskisa zbijenjem, valjanje u slojevima):

31131 a) up to 50 cm / do 50 cm m3 1.650,25


Execution of base-bearing course of asphaltmixture of bituminous well graded crushed stoneof granulometric composition of 0/22 or 0/32 mmin a thickness of 9 cm

Izrada gornjeg nosivog sloja bituminiziranogdrobljenca granulacije 0/32 mm u debljini od 9 cm


Execution of wearing and sealing course ofbituminous concrete BC 11k of a mixture ofcarbonate stone grains and road bitumen in athickness of 40 mm (on the pedestrian paths)Izrada habajueg i zatitnog sloja bitumenskogbetona BB 11k od smjese frakcija karbonatnih stijenai bitumena za ceste u debljini 40 mm (na pjeakimstazama)Execution of base-bearing course of asphaltmixture of bituminous well graded crushed stoneof granulometric composition of 0/22 in athickness of 8 cm

Izrada gornjeg nosivog sloja bituminiziranogdrobljenca granulacije 0/22 mm u debljini od 8 cmExecution of wearing and sealing course of bituminous concrete BC 11s of a mixture of silicate stone grains and road bitumen in a thickness of 40Izrada habajueg i zatitnog sloja bitumenskogbetona BB 11s od smjese frakcija silikatnih stijena ibitumena za ceste u debljini 40 mmExecution of wearing and sealing course of stonemastic asphalt SMA 11s from crused stone oferuptive agregate and road bitumen (PmP) inthickness 4.0 cm

m2 522,00

3228314

3263415

m2 5.953,05

13 31344 m2 2.526,50

3226312 m2 1.796,00

11 31345 m2 522,00

10

Izrada habajueg i zatitnog sloja iz sitnei sabitumenskim masiksom SMA11s iz drobljenih frakcijaeruptivnog agregata i polimernog bitumena (PmB) udebljini 4,0 cm

Bound Asphalt Wearing and Sealing Courses Surface DressingVezani asfaltni habajui i zatitni slojevi-povrinskeobradeSpraying instable cationic emulsion of 0.31 0.50kg/m2pricanje podloge nestabilnom kationskombitumenskom emulzijomb) u koliini od 0,31 do 0,50 kg/m2 m2 3.426,50


2 3.426,50


KerbsIvinjaci

Execution of cement concrete raised kerbtogether with the substratenad joint grouting ofsection:Izrada izdignutog ivinjaka iz cementnog betonaskupa sa podlogom i fugovanjem presjeka:a) 18/24cm m1 1.186,00b) 10/20cm m1 722,00TOTAL PAVEMENT STRUCTURES:SVEGA KOLOVOZNE KONSTRUKCIJE:


Shaftsahtovi

Removal of existing gulies pcsUklanjanje slivnika i slivnike kace komCleaning the gully with equipment connections with flushing pipe 160 (200)ienje meuslivnikih veza sa ispiranjem cjevovoda 160(200)Making the new gully with equipment. The cover of retracted gully according to DIN 19596-600, load class B125 according to DIN EN 124/DIN 1229. Light opening 600 mm , overall height 35 mm. Fame of cast iron, round cap combination cast iron and concrete fill weight cca.60,0 kg.

pcs

19 19,00

20 m 350,00

18 35224

16

m2 522,003263415

21 19,00


kom





pcs

Nabavka, transport i montaa betonskog upljeg ivinjaka za uvueni slivnik.U cijenu ukljueni svi Radovi i materijali za izradu prema priloenom Detalju. komRemoval of existing shafts covers pcsUklanjanje postojeih poklopaca ahtova komRemoval of existing gulies grids in pavementstructures and installation of the same. pcsUklanjanje postojeih slivnikih reetki u kolovozu iugradnja istih. komLevelling of existing gulies grids in pavementstructures pcs

Nivelisanje postojeih slivnikih reetki u kolovozu kom 3,00Supply and installation of schaft covers 400KN forthe heavy traffic of DIN EN 1561 pcsNabaka i ugradnja poklopaca za ahtove 400 KN zateki saobraaj DIN EN 1561 kom

Depp Drainage System-Drainages

Duboko odvodnjavanje -drenaeExecution of longitudinal and transferse drainage of

depth up to 1,5 m on cement concrete unerlay

course,with flexible perforated pipes PHED of 15

cm diameter

Izrada podune i poprene drenae, dubine do 1,5mna podunom sloju iz cementnog betona od savitljivihperforiranih PHED cijevi promjera d) 15 cm

Excavation of cohesive soil/granular rock for

foundations, trenches, culverts, shafts,

and drainages, up to 1.0 m in width, up to 1.5 m in

depth manually, manual grading of bottom with

the transportation to the landfill

Iskop zemljanog materijala za temelje, kanalske

rovove, propuste, ahtove idrenae, irine do 1,0 m i

dubine do 1,5 m runi, planiranje dna runo sa

odvozom na deponiju

m3 396,00

660,00

26 15,00

2131328

4213427 m

23

24

25

5,00

14,00

21

22

19,00

19,00

Filling the drainage trench / Ispuna drenanog rova

a) with the filter material / filterskim materijalom m3 99,00

b) with the base

Materijal / tamponskim materijalomm3 277,20

30

Making an inspection shafts made of concrete

Pipes 80 cm / Izrada revizionog okna od betonskih

cijevi 80 cm

m 13,00

31

Connecting the drainage with full PHED pipes. Pipe

diameter 20 cm / Povezivanje drenae sa punim

PHED cijevima cijevi promjera 20 cm

m 15,00




Izrada debeloslojne uzdune oznake na kolovozus viekomponentnom hladnom plastikom saumjeanim komadiima / kuglicama stakla,ukljuujui 200 g/m2 dodatnog posipa skomadiima stakla,mainski, debljina sloja 3 mma) width line 12 cm / irina crte 12 cm (full dividingline) / (puna razdjelna linija) m

1 790,00


m1 0,00


m1 25,00


m1 25,00


m1 70,00

29

32

62412

Machine execution of thick-layer transverse andother carriageway marking with multi-componentcold plastic with admixed glass beads, includingadditional spreading of 200 g/m2 of glass beads,dry film thickness 3 mm, line width 50 cm

Izrada debeloslojne poprene i ostalihoznaka na kolovozu s viekomponentnomhladnom plastikom sa umjeanim komadiima /kuglicama stakla, ukljuujui 200 g/m2 dodatnegaposipa s komadiima stakla, mainski, debljina sloja3 mm, irina crte 50 cma) width line 50 cm / irina crte 50 cm (pedestrian crossings) / (pjeaki prelazi). (Calculation of thesurface caused mass) / (obraun po povrininanesene mase)

m2 72,00


2 12,00

c) The field for routing traffic from thick pavementwith multicomponent cold plastic with artfulpieces / balls of glass, including 200g/ m2additional sprinkled with bits of glass, machine,thickness 3 mm (calculation of the total area ofthese lines filled with parallel lines of width atleast 20 cm with a space between lines of at least40 cm)

Polje za usmjeravanje saobraaja od debeloslojneoznake na kolovozu s viekomponentnomhladnom plastikom sa umjeanim komadiima/kuglicama stakla, ukljuujui 200g/m2 dodatnogaposipa s komadiima stakla, mainski, debljina sloja3 mm (obraun ukupne povrine ispunjene rafuromparalelnih linija irine minimalno 20cm sa razmakomlinija minimalno40cm)

m2 0,00



33

34xxxxx

62 423


Oznake i natpisi od debeloslojne oznake nakolovozu s viekomponentnom hladnomplastikom sa umjeanim komadiima / kuglicamastakla, ukljuujui 200 g/m2 dodatnoga posipa skomadiima stakla, mainski, debljina sloja 3 mm,(obraun po jednom natpisu)

The inscription BUS yellow (height inscription L = 4

m) / Natpis BUS ute boje, (visina natpisa L=4 m)pcs /kom 2,00




DIONICA: Azize airbegovi



E

TOTAL EUR


EURUKUPNO


1.PRIPREMNI RADOVI

5

4

1

2

35

xxxxx

3

Demolition and removal of pavement structures (whit the transportation to the landfill) with proof of disposal:Ruenje i uklanjanje asfaltnih konstrukcija (sa odvozom na deponiju) uz potvrdu o deponovanju:

12 372 a) thickness between 4 and 7 cm (on the sidewalk) / debljine od 4 do 7 cm (na trotoaru) m

2 100,00

12322 b) thickness above 10 cm (on the pavement structure) / preko 10 cm (na kolovozu) m

2 5.447,50

12382Cutting asphalt layer with floor diamond saw in athickness / Rezanje asfaltnih slojeva sa podnomdijamantnom pilolom, debljine:a) up to 5 cm (on the slidewalk)/do 5 cm (na trotoaru) m1 50,00

b) between 10 cm and 15 cm (on the pavement structure) od 10 do 15 cm (na kolovozu) m1

80,00

Demolition and removal of cerbs together with thesubstrate and with the transportation of exessmaterial to the landfilRuenje i uklanjanje ivinjaka skupa sa podlogom isa odvozom vika materijala na deponiju

12 391 a) cement concrete kerbs / ivinjaci od cementnog betona m1 850,00

1251 Machine work milling / milling asphalt layer / Mainsko glodanje/ frezanje asfaltnog sloja 12511 a) thickness of 1 to 5 cm / debljine 1 do 5 cm m2 100,00

Other preparatory worksOstali pripremni radoviProviding construction site during construction with


lights

lump sum

Obezbjeenje gradilita za vrijeme gradnje sa polublokadom saobraaja i usmjerenje sa semaforima pausTOTAL PREPARATORY WORKS:SVEGA PRIPREMNI RADOVI:


ExcavationsIskopi



21113


m3 669,75

7

13 1116

4

5

1

2



2 250,00

2.2.2.5 Slopes and green surfacesKosine i zelene povrine

25137 Application of topsoil to green surface withoutrolling in thickness above 15 cm with machinesHumuziranje zelene povrine bez valjanja, u d= preko15cm - mainsko izvan traseTOTAL EARTH WORKS AND FOUNDATION:SVEGA ZEMLJANI RADOVI I TEMELJENJE:



Execution of unbound roadbase of uniformlygraded crused stone (base) in a thickness of(maschine work with compacting, rolling inlayers)Izrada nevezanog nosivog sloja od ravnomjernogranuliranog drobljenca (tampon) u debljini (mainskisa zbijenjem, valjanje u slojevima):

31131 a) up to 50 cm / do 50cm m3 669,75


31345Execution of base-bearing course of asphaltmixture of bituminous well graded crushed stoneof granulometric composition 0/32 mm in athickness of 9 cmIzrada gornjeg nosivog sloja bituminiziranogdrobljenca granulacije 0/32 mm u debljini od 9 cm


11 m2 5.447,50

10

9 m2 800,00

8

32263

Execution of wearing and sealing course ofbituminous concrete BC 11k of a mixture ofcarbonate stone grains and road bitumen in athickness of 40 mm (on the pedestrian paths)Izrada habajueg i zatitnog sloja bitumenskogbetona BB 11k od smjese frakcija karbonatnih stijenai bitumena za ceste u debljini 40 mm (na pjeakimstazama)

32634

Execution of wearing and sealing course of stonemastic asphalt SMA 11s from crused stone oferuptive agregate and road bitumen (PmP) inthickness 4.0 cmIzrada habajueg i zatitnog sloja iz sitnei sabitumenskim masiksom SMA11s iz drobljenih frakcijaeruptivnog agregata i polimernog bitumena (PmB) udebljini 4,0 cm

Bound Asphalt Wearing and Sealing Courses Surface DressingVezani asfaltni habajui i zatitni slojevi-povrinskeobradeSpraying instable cationic emulsion of 0.31 0.50kg/m2b) pricanje podloge nestabilnom kationskom bitumenskom emulzijom u koliini od 0,31 do 0,50 kg/m2


2 100,00


KerbsIvinjaci

35224Execution of cement concrete raised kerbtogether with the substratenad joint grouting ofsection:Izrada izdignutog ivinjaka iz cementnog betonaskupa sa podlogom i fugovanjem presjeka:a) 18/24cm m1 850,00TOTAL PAVEMENT STRUCTURES:SVEGA KOLOVOZNE KONSTRUKCIJE:


Shaftsahtovi

Removal of existing gulies pcsUklanjanje slivnika i slivnike kace komCleaning the gully with equipment connections with flushing pipe 160 (200)

17 27,00

18 m 800,00

16

m2 100,0014

12 m2 100,00

13 m2 5.447,50

ienje meuslivnikih veza sa ispiranjem cjevovoda 160(200)Making the new gully with equipment. The cover of retracted gully according to DIN 19596-600, load class B125 according to DIN EN 124/DIN 1229. Light opening 600 mm , overall height 35 mm. Fame of cast iron, round cap combination cast iron and concrete fill weight cca.60,0 kg.

pcs


kom





pcs

Nabavka, transport i montaa betonskog upljeg ivinjaka za uvueni slivnik.U cijenu ukljueni svi radovi i materijali za izradu prema priloenom detalju. komRemoval of existing shafts covers pcsUklanjanje postojeih poklopaca ahtova kom

Supply and installation of schaft covers 400KN forthe heavy traffic according to DIN EN 1561

pcs

Nabaka i ugradnja poklopaca za ahtove 400 KN zateki saobraaj DIN EN 1561 komLevelling of existing gulies grids in pavementstructures pcs

Nivelisanje postojeih slivnikih reetki u kolovozu kom




3,0023

21 20,00

22 20,00

27,0019

20 27,00

18 m 800,00

Izrada debeloslojne uzdune oznake na kolovozus viekomponentnom hladnom plastikom saumjeanim komadiima / kuglicama stakla, ukljuujui 200 g/m2 dodatnog posipa skomadiima stakla, mainski, debljina sloja 3 mma) width line 12 cm / irina crte 12 cm (full dividingline) / (puna razdjelna linija) m

1 650,00


m1 0,00


m1 0,00


m1 0,00


m1 420,00

Machine execution of thick-layer transverse andother carriageway marking with multi-componentcold plastic with admixed glass beads, includingadditional spreading of 200 g/m2 of glass beads,dry film thickness 3 mm, line width 50 cmIzrada debeloslojne poprene i ostalihoznaka na kolovozu s viekomponentnomhladnom plastikom sa umjeanim komadiima/kuglicama stakla, ukljuujui 200 g/m2dodatnega posipa s komadiima stakla, mainski,debljina sloja 3 mm, irina crte 50 cma) width line 50 cm / irina crte 50 cm (pedestrian crossings) / (pjeaki prelazi). (Calculation of thesurface caused mass) / (obraun po povrininanesene mase)

m2 120,00


2 20,00

c) The field for routing traffic from thick pavementwith multicomponent cold plastic with artfulpieces / balls of glass, including 200 g / m2additional sprinkled with bits of glass, machine,thickness 3 mm (calculation of the total area ofthese lines filled with parallel lines of width atleast 20 cm with a space between lines of at least40 cm)

25

62 423

24

62412

Polje za usmjeravanje saobraaja od debeloslojneoznake na kolovozu s viekomponentnomhladnom plastikom sa umjeanim komadiima /kuglicama stakla, ukljuujui 200 g/m2 dodatnogaposipa s komadiima stakla, mainski, debljina sloja3 mm (obraun ukupne povrine ispunjene rafuromparalelnih linija irine minimalno 20 cm sa razmakomlinija minimalno 40 cm)

m2 0,00




Oznake i natpisi od debeloslojne oznake nakolovozu s viekomponentnom hladnomplastikom sa umjeanim komadiima / kuglicamastakla, ukljuujui 200 g/m2 dodatnoga posipa skomadiima stakla, mainski, debljina sloja 3 mm,(obraun po jednom natpisu)

The inscription BUS yellow (height inscription L = 4

m) / Natpis BUS ute boje, (visina natpisa L=4 m)pcs /kom 0,00


xxxxx

27

26xxxxx




PREPARATORY WORKSPRIPREMNI RADOVIEARTH WORKS AND FOUNDATIONZEMLJANI RADOVI I TEMELJENJEPAVEMENT STRUCTURESKOLOVOZNE KONSTRUKCIJEDRAINAGEODVODNJAVANJEROAD MARKINGSSVEGA SAOBRAAJNA OPREMA ISIGNALIZACIJA:TOTAL:UKUPNO:DESIGN SUPERVISION OF WORKS 1.5%PROJEKTANTSKI NADZOR 1.5%TOTAL WORKS:UKUPNO RADOVI:

2

1

4

5

3

5

2

3

1

4

No. ITEM DESCRIPTION OF WORKS UNIT QUANTITY UNIT PRICE TOTAL EUR

R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EUR


Removal of shrubbery from sparselyvegetated surface with machinesUklanjanje grmlja sa rijetko obraslepovrine - mainskiFelling and removal of a tree of trunk ofdiameter between 11 cm and 30 cm, andremoval of branches

pcs

Sjeenje i uklanjanje drvea sa stablimapromjera od 11 do 30 cm i uklanjanjegrana komFelling and removal of a tree of trunk ofdiameter between 31 cm and 50 cm, andremoval of branches

pcs

Sjeenje i uklanjanje drvea sa stablimapromjera od 31 do 50 cm i uklanjanjegrana komFelling and removal of a tree of trunk ofdiameter over 50 cm, and removal ofbranches

pcs

Sjeenje i uklanjanje drvea sa stablimapromjera preko 50 cm i uklanjanje grana komRemoval of a stump of diameterbetween 11 cm and 30 cm, includingtransportation to deposit area

pcs

Uklanjanje panjeva promjera od 11 do 30cm sa odvozom na deponij komRemoval of a stump of diameterbetween 31 cm and 50 cm, includingtransportation to deposit area

pcs

DIONICA 2: OD P51 DO P 112


1.PREPARATORY WORKS


ALIGNMENTTRASA

SECTION 2: FROM P51 TO P112

1 12 112 m2 80,00

1.PRIPREMNI RADOVI

5 12 161 62,00

12 152 17,00

4 12 153 2,00

2 12 151 66,00

3

6 12 162 18,00


R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EURUklanjanje panjeva promjera od 31 do 50cm sa odvozom na deponij komRemoval of a stump of diameter over 50cm, including transportation to depositarea

pcs

Uklanjanje panjeva promjera preko 50 cmsa odvozom na deponij kom

Dismantling of traffic sign on one socle pcsDemontaa saobraajnog znaka najednom stalku komDismantling of informational board ofan area between 1.1 m2 to 3 m2 pcsDemontaa informativne table povrine 1,1do 3 m2 komDismantling of informational board ofan area above 3 m2 pcsDemontaa informativne table povrinepreko 3 m2 komDismantling of protective fence ofheight between 1.1 m and 1.5 mDemontaa zatitne ograde visine 1,1 do1,5 mmade of concreteod lgustrumamade of steel wireod eline iceDemolition and removal of asphaltsurfacing in a thickness above 10 cmRuenje i uklanjanje asfaltnih zastora u debljini:c) preko 10cmCutting asphalt layer with floor diamondsaw in a thickness between 11 cm and15 cmRezanje asfaltnih slojeva sa podnom dijamantnompilom, debljine:c) 11 do 15cmDemolition and removal of cementconcrete kerbRuenje i uklanjanje ivinjaka od cement.betona- 18/24 cm m1 4.759,00- 10/15 cm m1 5.876,00Demolition and removal of cementconcrete wallRuenje i uklanjanje zida od cementnogbetonaDemolition and removal of structuresRuenje i uklanjanje objekataof solid material

8 12 211 71,00

7 12 163 2,00

9 12 222 8,00

10 12 223 8,00

m1 80,00

m1 40,00

15

11 12 252

14 12391

13 12383 m1 235,00

12 476 m2 253,00

m2

12 12323 m2 31.591,44


R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EUR- od tvrdog materijalaof the weak material- od slabog materijalaconcrete stairsbetonskog stepenitaprefabricated newsstand with concrete foundations 3x5 m-montani kiosk sa betonskim temeljima 3x5 m2 canopy on stops JGS 2x5m- pet nadstrenica na stajalitima JGS 2x5 m1 canopy for garbage 1x8 m- jedna nadstrenica za smee 1x8 m

Other preparatory worksOstali pripremni radovi

Removal of existing gulies pcsUklanjanje postojeih slivnika komTOTAL PREPARATORY WORKS:SVEGA PRIPREMNI RADOVI:

ExcavationsIskopi

Surface excavation of fertile soil(topsoil), thickness 20 cm, machinework including disposal along one sideof trenchPovrinski iskop plodnog tla (humusa)d=20 cm mainski sa odlaganjem sastrane rovaBulk excavation of soil of low bearingcapacity: c) machine work includingloadingiroki iskop loe nosivog zemljanogmaterijala: c) mainski sa utovaromiskopanog materijalaExcavation of soil for foundations ofparapet walls up to 1.0 m in width, up to1.0 m in depth, machine work, manualgrading of bottomIskop zemljanog materijala za temeljeparapetnih zidova irine do 1,0m i dubinedo 1,0m - mainski, planiranje dna runoiskopanog

7.742,00

m2 112,00

22,00

m2

m2

17 69,00

20 21314 m3 280,00

m2 30,00

16 12485

m2 8,00

m2 57,00

18 21113 m3 4.265,74


19 21213 m3 54.757,37


R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EURExcavation of soil for foundations,trenches, culverts, shafts, anddrainages, up to 1.0 m in width, up to2.0 m in depth machine work, manualgrading of bottomIskop zemljanog materijala za temelje,kanalske rovove, propuste, ahtove idrenae, irine do 1,0m i dubine 1,1 do2,0m - mainski, planiranje dna runo

Subgrade formationPlanum temeljnog tla

Arrangement of subgrade formation inthe incoherent soil materialUreenje planuma temeljnog tla: c) unekoherentnom zemljanom materijalu

Separating, drainage, and filer layers;working fieldSlojevi za odvajanje, drenau, filtriranje iplato za vonju

Placing filter layer of stone incoherentmaterial in thickness 21 30 cmUgradnja sloja za filtrisanje odnekoherentnog materijala u debljini 21 cmdo 30 cm

Fills, backfills, wedges, substructure, and puddle layerNasipi, zasipi, klinovi, posteljica i glin.naboj

Construction of fill of hard rock V and VIclass from borrow pitUgradnja nasipa od:e) tvrde stijene V i VIkategorije iz pozajmitaExecution of substructure of crushedmineral aggregate in thicknessUgradnja posteljice od drobljenih kamenitihmaterijala u debljini:

25 24472 b) 16 to 20 cm -service roads/ servisnesaobraajnice m

2 5.136,45

26 24474 d) 26 to 30 cm - main direction/ glavnipravac m2 26.478,50


21 21323 m3 787,44

22 22113 m2 38.132,00

23 23212 m2 940,72

24 24115 m3 2.013,68



Application of topsoil to green surfacewithout rolling in thickness above 15 cm with machines

Humuziranje zelene povrine bez valjanja,u d= preko 15cm - mainsko izvan trase

Transportation and spreading of surplus materialPrijevoz i razastiranje vika materijala

Transportation of excavated material toa distance more than 10000 mPrijevoz iskopanog materijala naudaljenost preko 10000mTOTAL EARTH WORKS ANDFOUNDATION:SVEGA ZEMLJANI RADOVI ITEMELJENJE:


Execution of unbound roadbase ofuniformly graded crushed stone 0/63,base in a thickness ofIzrada nevezanog nosivog sloja iz zrnatogkamenog materijala 0/63 - tampona udebljini:a)up to 20 cm-mine directiona) do 20cm - glavni pravacb) 21 to 30cm- service roadsb) 21 do 30cm- servisne saobraajnice

Bound SubbasesVezani donji nosivi slojevi

Execution of cement bound(stabilized) sub-base of crushed-stonein a thickness of 20 cmIzrada sa cementom vezanog(stabiliziranog)nosivog sloja drobljenca udebljini:c) 20cm

30 31132 m3 2.142,00

29 31131 m3 16.316,00

27 25137 m2 8.426,54

28 29118 m3 75.113,19

31 31228 m2 31.149,03




Execution of bitumen bound sub-baseof crushed stone of granulometriccomposition 0/22 mm in a thickness ofIzrada sa bitumenom vezanog donjegnosivog sloja drobljenca granulacije 0/22mm-glavni pravac u debljini:c) 7cm -BNS22s A polymer bitumen m2 27.756,75d) 7cm -BNS22s A m2 27.756,75

Bound Asphalt Wearing and SealingCoursesVezani asfaltni habajui i zatitni slojevi

Execution of base-bearing course ofasphalt mixture of bituminous wellgraded crushed stone of granulometriccomposition of 0/22S mm with roadbitumen in a thickness of 7 cmIzrada gornjeg nosivog slojabituminiziranog drobljenca granulacije0/22S mm sa bitumenom - servisnesaobraajnice u debljini 7cm

Execution of wearing and sealingcourse of bituminous concrete BC 8smain direction thickness of 4 cm.Izrada habajueg i zatitnog slojabitumenskog betona SBM 8s glavni pravacd=4cm

Execution of wearing and sealingcourse of bituminous concrete BC 11 ofa mixture of carbonate stone grains androad bitumen in a thickness of 5cm

Izrada habajueg i zatitnog slojabitumenskog betona AB 11 iz smjesefrakcija krenjakog kamena i bitumena zaceste, na plonicima:d) u debljini 5cmExecution of wearing and sealingcourse of bituminous concrete BC 11sof a mixture of silicate stone grains androad bitumen d) in a thickness of 5cm-service roads

m2

34

32 31273

32254 m2 27.756,00

33 31353 m2 5.313,00

35 32265 m2 12.644,02


R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EURIzrada habajueg i zatitnog slojabitumenskog betona AB 16 iz smjesefrakcija iz silikatnih stijena i bitumena zaceste: d) u debljii 5cm- servisnesaobraajnice

m2 6.646,00


KerbsIvinjaci

Execution of cement concrete raisedkerb of section:Izrada izdignutog ivinjaka iz cementnogbetona presjeka:a) 18/24cm m1 6.299,00b) 10/15cm m1 3.218,00TOTAL PAVEMENT STRUCTURES:SVEGA KOLOVOZNE KONSTRUKCIJE:

Surface drainagePovrinsko odvodnjavanje

Strengthening the ditch with cementconcrete segments of 50 cm width and120 cm diameter, on underlaid course ofcrushed stone grain mixture of 10 cmthickness in thickness of 40cmUtvrivanje jarka sa segmentima izcementnog betona, irine 50cm, polumjera120cm, na podlonom sloju iz smjese zrnadrobljenog ljunka debljine 10cm: a) irine40 cm

Deep Drainage System DrainagesDuboko odvodnjavanje-drenae

39 42134

Execution of longitudinal andtransverse drainage of depth up to 4.0m, on cement concrete unerlay course,with flexible perforated pipes PHED of15 cm diameter

m1

37 35224

38 41171 m1 791,50




Izrada podune i poprene drenae,dubine do 4,0 m na podlonom sloju izcementnog betona od savitljivihperforiranih PHED cijevi promjera:d) 15cm

4.276,00

Deep Drainage System DrainagesDuboko odvodnjavanje-drenae

ShaftsahtoviRaising of existing cement concreteshaft by up to 50 cm, according todesign detail, of circular cross sectionof diameter up to:

Podizanje (do 50cm) postojeeg ahta izcementnog betona, po detalju iz projekta,aht okruglog presjeka, promjera do:

40 44991 a) cap 50cm pcs 41,0041 44993 c) over 80cm pcs 102,00


Execution of two-sided bound formworkfor upright wall, height up to 2 m

Izrada dvostranske vezane oplate za ravanzid, visine do 2 m (za parapetne zidove)Supply and placing ribbed wires of high-performance naturally hard steel 0551 -RA 400/500-2 of diameter up to 12 mm,for complex reinforcement

Doprema i postavljanje rebraste ice izvisokokvalitetnog tvrdog elika 0551 - RA400/500-2 sa promjerom do 12 mm, zazahtjevno ojaanje (za parapetne zidove)Supply and casting mixture of cementconcrete C20/25 (MB 25) in section up to 0.15 m3/m2-m1Doprema i ugraivanje cementnog betonaC20/25 (MB 30) u presjek do 0,15 m3 /mm1 (za parapetne zidove)

44 53141 m3 355,50

43 52223 kg 35.550,00

5. CIVIL ENGINEERING AND CRAFTSMEN WORKS5. GRAEVINSKI I ZANATSKI RADOVI

42 51331 m2 1.218,30


R.B POZ VRSTA RADA J/M KOLIINA J/C EUR UKUPNO EURCIVIL ENGINEERING AND CRAFTSMEN WORKSSVEGA GRAEVINSKI I ZANATSKIRADOVI:

Making the transition ramps for thedisabled persons TYPE A pcsIzrada prelaznih rampi za invalide TIP A komMaking, supply and installation offencing for pedestrians according todetail in the project

Izrada, nabavka, transport i ugradnjaograde za pjeake prema detalju u projektuTOTAL OTHER WORKS:SVEGA RAZNI RADOVI:RECAPITULATIONR E K A P I T U L A C I J A

PREPARATORY WORKSPRIPREMNI RADOVIEARTH WORKS AND FOUNDATIONZEMLJANI RADOVI I TEMELJENJEPAVEMENT STRUCTURESKOLOVOZNE KONSTRUKCIJEDRAINAGEODVODNJAVANJECIVIL AND CRAFTSMEN WORKSGRAEVINSKI I ZANATSKI RADOVIOTHER WORKSOSTALI RADOVITOTAL:UKUPNO:DESIGN SUPERVISION OF WORKS 1.5%PROJEKTANTSKI NADZOR 1.5%TOTAL WORKS:UKUPNO RADOVI:

4

1

3

6. OTHER WORKS6. RAZNI RADOVI

45 46,00

46 m1 354,00

2

6

5

No. ITEM DESCRIPTION OF WORKS UNIT QUANTITY UNIT PRICETOTAL

EUR

R.B POZ VRSTA RADA J/M KOLIINA J/C EURUKUPNO

EUR

ROAD EQUIPMENTOPREMA PUTA

Supply and installation of safety barriers for vehiclesNabavka i postavljanje sigurnosneograde za vozilab Type "B"b. Tip B pocinanasingle-sided/ jednostrana m1 550,00Double-sided/ dvostrana m1e.Elliptical terminal pcse. Eliptini zavreci komf.Terminals, pcsf. Zavreci ograde, skoeni skew kom

Reflective bodies (reflectors) on asafety barrier pcs

Reflektirajua tijela (katadiopteri) a. Na sigurnosnoj ogradi komTOTAL ROAD EQUIPMENT:UKUPNO OPREMA PUTA:

TRAFFIC SIGNALIZATION10.2 SAOBRAAJNA SIGNALIZACIJA

Traffic signs with poles

DIONICA 2: OD P51 DO P 112


10. TRAFFIC SIGNLIZATION AND EQUIPMENT10. SAOBRAAJNA SIGNALIZACIJA I OPREMA

1. ROAD EQUIPMENT1.OPREMA PUTA


TRAFFIC SIGNALIZATION AND EQUIPMENTSAOBRAAJANA SIGNALIZACIJA I OPREMA


92. 10.1.

93. 10.1.1.

10.1.6. 140,00

2. TRAFFIC SIGNALIZATION2. SAOBRAAJNA SIGNALIZACIJA

5,00

5,00

101. 10.2.

102. 10.2.1.


EUR


EURSaobraajni znaci sa stupom

a. dimensions a= 90cm i p= 60cm and axb=60x90cm, I class of retro-reflectiona.dimenzija a= 90cm, p=60cm i axb=60x90cm, I klasa retrorefleksije kom

b. Dimensions a=90cm i p=60, II class of retro-reflection pcs

b. Dimenzija a=90cm i p=60, II klasa retrorefleksije komc. On the tops of partition of the dividing island (at roundabouts) shall apply standard traffic sings to marking the islands

pcs

c. Na vrhovima razdjelnih ostrva (kod krune raskrsnice) primjenjuju se standardni znakovi za oznaavanje ostrva

kom

d. Placing the traffic sign dimensions, for various traffic sign III-86

pcs

d. Postavljanje znaka dimenzija, razliitih za saobr-znak III-86 kome. Supply, transport and installation of traffic board with pole bracket of galvanized profile "I": -product conforms to EN 12899-1 ("CE" mark) -made of aluminum laminate minimum width of 250mm

pcs

e. Nabavka, transport i montaa saobraajne table sa stubom nosaem od pocinkovanog profila"I": -proizvod usklaen sa EN 12899-1("CE"oznaka) -izraena od aluminijumskih laminata minimalne irine 250mm

kom

Horizontal and vertical markingsHorizontalne i vertikalne oznake

Road markingsOznake na kolovozua. Dividing white linea. Sredinja bijela linija, razdjelna...of plastics substance- od plastine materije 620,00

43,50

4,00

102. 10.2.1.

10,00

m1

pcs119,00

7,00

103. 10.2.2.

104. 10.2.2.1.


EUR


EURb. Edge yellow lineb. Ivina uta linija za autobuseof plastics substance- od plastine materijec. Traffic islands, pedestrian crossings, hard shoulders, direction lines and arrowsc. Regulaciona ostrva, pjeaki prelazi, zaustavne linije dodilje i streliceof plastics substance- od plastine materije

VARIOUS WORKSRAZNI RADOVI

a. Construction of foundation for traffic signs

pcs

a. Izrada temelja saobraajnih znakova

kom

b. Construction of foundation forinformative signs IV-10, ccordingto attached detail 2.8.

pcs

b. Izrada temelja za znakove obavjetenja IV-4 prema detalju

kom

TOTAL TRAFFIC SIGNALIZATION:

UKUPNO SAOBRAAJNA SIGNALIZACIJA:

RECAPITULATION:REKAPITULACIJA:ROAD EQUIPEMENT:OPREMA PUTA:TRAFFIC SIGNS AND MARKINGSSAOBRAAJNA SIGNALIZACIJATOTAL : UKUPNO:DESIGN SUPERVISION OF WORKS 1.5%PROJEKTANTSKI NADZOR 1.5%TOTAL SIGNALING ANDEQUIPMENT:UKUPNO SIGNALIZACIJA IOPREMA:

m1

11.

m2 801,00

32,00

1.

2.

No. ITEM DESCRIPTION OF WORKS UNIT QUANTIT UNIT TOTAL EURR.B POZ VRSTA RADA J/M KOLIINA J/C EUR

UKUPNO EUR

1.1.

Delivery and installation of cantilever 1,5 m in length to the trolleybus overhead line pole with a one lyra made of seamless steel pipes in accordance with given drawing. Height of the lyra is 1 meter. The cantilever and lyra are protected from corrosion with primary paint and painted with paint same as pole of overhead trolleybus line (check with the suppliers of these poles). / Isporuka i montaa na na stub kontaktne trolejbuske mree konzole duine 1,5 metra sa jednostrukom lirom izraene prema datom nacrtu od beavnih elinih cijevi.Visina same lire je 1 metar. Konzola i lira je antikorozivno zatiena temeljnom bojom i obojena bojom kojom je obojen i stub kontaktne trolejbuske mree (provjeriti sa isporuiocima ovih stubova).

pcs / kom 4,00

Delivery and installation of cantilever 1,5m in length to the trolleybus overhead linepole with a double lyra made of seamlesssteel pipes in accordance with givendrawing. Height of the lyra is 0.5 meter. The cantilever and lyra are protected fromcorrosion with primary paint and paintedwith paint same as pole of overheadtrolleybus line (check with the suppliers ofthese poles).

pcs


RELOCATION (RECONSTRUCTION) OF PUBLIC LIGHTINGIZMJETANJA (REKONSTRUKCIJA) JAVNE RASVJETE

SECTION 2: FROM P51 TO P58DIONICA 2: OD P38 DO P 58

BILL OF QUANTITIES: EQUIPMENT, MATERIAL AND WORKSPREDMJER OPREME, MATERIJALA I RADOVA

1. THE THE INSTALLATION OF STREET LIGHTING AND EARTHING1.INSTALACIJA JAVNE RASVJETE I UZEMLJENJA

1.2. 24,00

MensurLjepljiva biljekaInstalacija javne rasvjete i uzemljenja - dionica P51-P58

Isporuka i montaa na na stub kontaktnetrolejbuske mree konzole duine 1.5 m sajednostrukom lirom izraene prema datomnacrtu od beavnih elinih cijevi.Visina samelire je 0,5 m.Konzola i lira je antikorozivnozatiena temeljnom bojom i obojena bojomkojom je obojen i stub kontaktne trolejbuskemree (provjeriti sa isporuiocima ovihstubova).

kom

Delivery and installation of cantilever 1 min length to the trolleybus overhead linepole with a double lyra at an angle of 90made of seamless steel pipes inaccordance with given drawing. Height ofthe lyra is 1 meter,with 2 m length andslope of 5. The cantilever and lyra areprotected from corrosion with primarypaint and painted with paint same as poleof overhead trolleybus line (check with thesuppliers of these poles).

pcs

Isporuka i montaa na na stub kontaktnetrolejbuske mree konzole duine 1 m sadvostrukom lirom pod uglom od 90 izraeneprema datom nacrtu od beavnih elinihcijevi.Visina same lire je 0,5 m, duina 2m,nagib 5.Lira je antikorozivno zatienatemeljnom bojom i obojena bojom kojom jeobojen i stub kontaktne trolejbuske mree(provjeriti sa isporuiocima ovih stubova).

kom

Delivery and installation in outdoorlighting pole, spliters with two 6A fusesand terminals for 3 cables PP00 3-4x25 A +2.5 mm2 pcsIsporuka i montaa, u stubu vanjske rasvjete,razdjelnika sa jednim osiguraem 6A iprikljunim stezaljkama za 3 kabla PP00-A4x25 + 2,5mm2 komDelivery and installation in outdoorlighting pole, spliters with two 6A fusesand terminals for 3 cables PP00 3-4x35 A +2.5 mm2 pcsIsporuka i montaa, u stubu vanjske rasvjete,razdjelnika sa jednim osiguraem 6A iprikljunim stezaljkama za 3 kabla PP00-A4x25 + 2,5mm2 komDelivery and installation of cable PP00-Y4x1, 5 mm2 (average length of 14m), forthe wiring inside the pole, in height (8 +2+3) m, from the splitter to lamps foroutdoor lighting. pcs

Isporuka i montaa kabla PP00-Y 4x1,5 mm2(prosjene duine 14m), za oienje unutarstuba visine (8+2+3) m od razdjelnika stubado svjetiljki za vanjsku rasvjetu. kom

2. 4,00

3. 4,00

4. 28,00

5. 36,00

Delivery and installation to the externallighting pole with one and two lire (height10m) lamps for street lighting with LEDlight source type TECEO 2 56LED / 5102 /123W / 700mA / NW, Minel-Schreder orequivalent. All complete with the originallight.

set

Isporuka i montaa na stub vanjske rasvjetesa jednom i dvije lire (visina 10m) svjetiljke za ulinu rasvjetu sa LED izvorom svjetlosti tipakao TECEO 2 56LED / 5102 / 123W / 700mA/ NW, Minel-schreder ili ekvivalent. Svjetiljkaomoguava kontinuirano bezstepenoslabljenje fluksa

komplet

Delivery and installation to the externallighting pole with one and two lire (height10m) lamps for street lighting with LEDlight source type TECEO 2 56LED / 5117 /123W / 700mA / NW, Minel-Schreder orequivalent. All complete with the originallight.

set

Isporuka i montaa na stub vanjske rasvjetesa jednom i dvije lire (visina 10m) svjetiljke za ulinu rasvjetu sa LED izvorom svjetlosti tipakao TECEO 2 56LED / 5117 / 123W / 700mA/ NW, Minel-schreder ili ekvivalent. Svjetiljkaomoguava kontinuirano bezstepenoslabljenje fluksa

komplet

Supply and laying of cables in the ditchand partially JC 100 mm for the supplyof public lighting.Isporuka i polaganje kablova u zemljani rov idjelimino u J.C f 100 mm za napajanje javnerasvjete.- PP00-A 4x 25 + 2,5 mm2Supply and laying of tape Fe/Zn mm intrench along the cables of externallighting.Isporuka i polaganje eljezno- pocinanetrake Fe/Zn 25x4 mm u zemljani rov uzkablove vanjske rasvjete.Making of conectors on poles with tape Fe/ Zn 25x4 mm pcsIzrada prikljunih mjesta na stubovimapocinanom trakom Fe/Zn 25x 4 mm komDelivery and installation of cross link60x60 for mutual connecting of tapesincluding bitumen pouring pcs

Isporuka i ugradnja ukrsnog komada 60x60za spoj traka-traka sa zalivanjem bitumenom kom

6.1. 24,00

6.2. 12,00

7. m 900,00

8. m 850,00

9. 30,00

10. 40,00

Delivery and installation of flexible PVCpipe 110 mm for passing of cablesunder roadsIsporuka i ugradnja fleksibilne PVC cijevi f110 mm za prolazak kablova ispodsaobraajnicaDelivery and installation of plastic dropover cabel protectors, for mechanicalprotection of cablesIsporuka i polaganje plastinog GAL titnika ,za mehaniku zatitu kablovaDelivery and installation of plastic tapewith the inscription LOW VOLTAGEIsporuka i polaganje plastine trake sanatpisom NISKI NAPONDelivery and installation of small non-specified materials setIsporuka i montaa sitnog nespecificiranogmaterijala

komplet

Installation testing and putting infunction. set

Ispitivanje instalacije i putanje u radkompl

et

Installation testing and delivery of testprotocols to the Client

set

Ispitivanje instalacija i predaja ispitnihprotokola Investitoru komplet 1

Preparation of as built design in 2 (two)copies and delivery to client

set

Izrada projekata izvedenog stanja u 2 (dva)primjerka i predaja Investitoru komplet

Exavation of the trench, dimension 0.4 x 0,8x0,8 in the soil of III class, includingtrench backfilling with compacting inlayers of 20 cm and removal of the surplusmaterial

11. m 100,00

12. m 800,00

13. m 800,00

14. 1,00

17. 1,00

TOTAL THE INSTALLATION OF STREET LIGHTING AND EARTHING- UKUPNO INSTALACIJA JAVNE RASVJETE I UZEMLJENJA

2. INSTALLATION TESTING2.ISPITIVANJE INSTALACIJA

1.

TOTAL INSTALLATION TESTING- UKUPNO ISPITIVANJE INSTALACIJA

3.THE PROJECT DOCUMENTATION3.PROJEKTNA DOKUMENTACIJA

1. 1

TOTAL PROJECT DOCUMENTATIONUKUPNO PROJEKTNA DOKUMENTACIJA

4.CIVIL AND DISMOUNTING WORKS4.GRAEVINSKI I DEMONTANI RADOVI

1. m3 300,00

MensurLjepljiva biljekaIspitivanje instalacijaProjektna dokumentacija

Iskop rova dimenzija 0,4x0,8x0,8 m uzemljitu III kategorije i ponovno zatrpavanjerova nabijanjem u slojevima po 20 cm i odvoz vika materijala.Supply and spread of river sand along thetrench in a layer 20 cm.Isporuka i posipanje rijenog pijeska ducijelog rova u sloju 20 cm.Disconnecting of the cable includingdismantling of the existing road lightinglamps 1x250W including associated lyrefrom the poles of overhead trolleybus line.The price included transport to a locationdeterminate by the Client (territory ofSarajevo Canton).

set

Kablovsko odspajanje sa demontaompostojeih svijetiljki cestovne rasvjete1x250W u kompletu sa pripadajuom lirom sastubova kontaktne trolejbuske mree. Ucijenu je ukljuen i odvoz na lokaciju kojuodredi Investior (teritorija Kantona Sarajevo)

kpl

Dismantling of existing external lightingpoles including lyre and lamps, accordingto the new solution will not be used. Theprice includes transport to the locationdesignated by the Investor (the territory ofSarajevo Canton).

set

Demontaa postojeih stubova vanjskerasvjete koji se ne koriste u novom rjeenju ukompletu sa lirom i svijetiljkom. U cijenu jeukljuen odvoz na lokaciju koju odrediInvestitor (teritorija Kantona Sarajevo).

komplet

Works on preparation of deenergized stateon the existing arresters in the cabinets ofexterior lighting, including identification ofthe circuits that power the existingoutdoor lighting.

hours

Radovi na pripremi beznaponskog stanja napostojeim odvodima u ormarima vanjskerasvjete sa identifikacijom strujnih krugovakoji napajaju postojeu vanjsku rasvjetu.

sati

Perform the other construction workssuch as geodetic surveys, staking out thealignmen, development of design, etc.

set

Obaviti ostale graevinske radove kao to sugeodetska snimanja, iskolienje trase istubnih mjesta te izrada projektnedokumentacije i sl.

komplet

2. m3 60,00

3. 20,00

4. 3,00

5. 20,00

6.

1,00

TOTAL CIVIL AND DISMOUNTING WORKS- UKUPNO GRAEVINSKI I DEMONTANI RADOVI


THE INSTALLATION OF STREET LIGHTING AND EARTHINGINSTALACIJA JAVNE RASVJETE IUZEMLJENJAINSTALLATION TESTINGISPITIVANJE INSTALACIJATHE PROJECT DOCUMENTATIONPROJEKTNA DOKUMENTACIJACIVIL AND DISMOUNTING WORKSGRAEVINSKI I DEMONTANI RADOVITOTAL:UKUPNO:TOTAL WORKS:UKUPNO RADOVI:

No. ITEM DESCRIPTION OF WORKS UNIT QUANTITYUNIT

PRICE TOTAL EUR


EUR

Delivery and assembly of standard floor standing type of distribution cabinet for public lighting for outdoor installation, made of polyester reinforced glass fiber, type PLA Schneider Electric.IP 54 degree of protection. The project marks RO-VR2. The cabinet is equipped with prefabricated foundations and following equipment:- 1 pc. Compact low-voltage circuit breaker 3-pole 100 A, type NSX 100B,with Control units Micrologic 2.2 16 - 40A, Schneider Electric or equivalent with equal opportunities settings thermal and magnetic protection. - 4 pc. 3 Pole disconnector lath with high efficiency low voltage circuit rated current of 16A - 2 pcs. distribution line fuse 6A

1

2

3

4

RELOCATION (RECONSTRUCTION) OF PUBLIC LIGHTINGIZMJETANJA (REKONSTRUKCIJA) JAVNE RASVJETE

SECTION 2: FROM P58 TO P112DIONICA 2: OD P58 DO P 112

BILL OF QUANTITIES: EQUIPMENT, MATERIAL AND WORKSPREDMJER OPREME, MATERIJALA I RADOVA

1. THE THE INSTALLATION OF STREET LIGHTING AND EARTHING1.INSTALACIJA JAVNE RASVJETE I UZEMLJENJA

MensurLjepljiva biljekainstalacija javne rasvjete i uzemljenja - dionica P58-P112

1.

- 4 pcs. three-phase contactor 40A, withextra closing contact, reel 220VAC, CT-ACTO + F, Schneider Electric-1 pcs. double-packet pole cam switchwith position 0,1,2,3; 10A-1 pcs. three-phase direct electricity meter3x220 / 380V, 50Hz, 40A- 1 pc meter's real time clock with twochannels and astronomical time;-1 pc. timing reley 0-5min energization;220VAC/8A, type RE7-LT11BU SchneiderElectric - 1 pc extra contactor220VAC/10A with 4 contacts CA2,Schneider Electric; -4 pcs. Signal Bulb 220V, 50 Hz.All complete with grounds, bus bars,terminals and wiring.

set

Isporuka i montaa tipskog slobodnostojeegrazvodnog ormara za javnu rasvjetu zavanjsku montau, sa kuitem od poliesteraojaanim staklenim vlaknima, tip PLASchneider Electric. Zatita IP 54. Projektnaoznaka RO-VR2. Ormar je opremljen samontanim temeljima. U ormar je ugraenasljedea oprema: - 1kom. tropolni kompaktni niskonaponskiprekida 100 A, tip NSX 100B, samikroprocesorskom zatitnom jedinicomMicrologic 2.2 16 - 40A, Schneider Electric iliekvivalentan sa jednakim mogunostimapodeavanja termike i magnetne zatite- 4kom. Tropolna rastavna letva savisokouinskim niskonaponskim osiguraemnazivne struje 16A

- 2 kom. topljivi osigura 6A- 4 kom. trofazni kontakter 40A, sa pomonimradnim kontaktom, pula 220VAC, CT-ACTo+f, Shneider Electric-1 kom. jednopolna dvopaketna grebenastapreklopka sa poloajem 0,1,2,3; 10A;-1 kom.aktivno trofazno direktno brojilo3x220/380V,50Hz, 40 A;-1 kom. Uklopni sat sa dva kanala iastronomskim vremenom;-1 kom vremenski relej 0-5min sa zatezanjemuklopa; 220VAC/8A, tip RE7-LT11BUSchneider Electric; -1 kom pomonikontakter 220VAC/10A sa 4 radna kontakta,CA2, Schneider Electric-4 kom. signalna arulja 220V,50 HzSve komplet sa temeljom, sabirnicama,klemama i oienjem.

komplet

1,00 1.278,23 1.278,23

Delivery and installation of cantilever 1,5m in length to the trolleybus overhead linepole with a double lyra made of seamlesssteel pipes in accordance with givendrawing. Height of the lyra is 0.5 meter. The cantilever and lyra are protected fromcorrosion with primary paint and paintedwith paint same as pole of overheadtrolleybus line (check with the suppliers ofthese poles).

pcs

Isporuka i montaa na na stub kontaktnetrolejbuske mree konzole duine 1.5 m sajednostrukom lirom izraene prema datomnacrtu od beavnih elinih cijevi.Visina samelire je 0,5 m.Konzola i lira je antikorozivnozatiena temeljnom bojom i obojena bojomkojom je obojen i stub kontaktne trolejbuskemree (provjeriti sa isporuiocima ovihstubova).

kom

Delivery and installation of cantilever 1,5m in length to the trolleybus overhead linepole with a double lyra at an angle of 180made of seamless steel pipes inaccordance with given drawing. Height ofthe lyra is 1 meter,with 2 m length andslope of 5. The cantilever and lyra areprotected from corrosion with primarypaint and painted with paint same as poleof overhead trolleybus line (check with thesuppliers of these poles).

pcs

Isporuka i montaa na na stub kontaktnetrolejbuske mree konzole duine 1.5 m sadvostrukom lirom pod uglom od 180 izraeneprema datom nacrtu od beavnih elinihcijevi.Visina same lire je 0,5 m, duina 2m,nagib 5.Lira je antikorozivno zatienatemeljnom bojom i obojena bojom kojom jeobojen i stub kontaktne trolejbuske mree(provjeriti sa isporuiocima ovih stubova).

kom

Delivery and installation in outdoorlighting pole, spliters with two 6A fusesand terminals for 3 cables XP00 3-4x35 A +2.5 mm2 pcsIsporuka i montaa, u stubu vanjske rasvjete,razdjelnika sa dva osiguraa 6A i prikljunimstezaljkama za 3 kabla XP00-A 4x25 +2,5mm2 komDelivery and installation in outdoorlighting pole, spliters with two 6A fusesand terminals for 3 cables PP00 3-4x35 A +2.5 mm2 pcsIsporuka i montaa, u stubu vanjske rasvjete,razdjelnika sa jednim osiguraem 6A iprikljunim stezaljkama za 3 kabla PP00-A4x25 + 2,5mm2 kom

2. 118,00

3. 4,00

4. 4,00

5. 118,00

Delivery and installation of cable PP00-Y4x1, 5 mm2 (average length of 14m), forthe wiring inside the pole, in height (8 +2+3) m, from the splitter to lamps foroutdoor lighting. pcs

Isporuka i montaa kabla PP00-Y 4x1,5 mm2(prosjene duine 14m), za oienje unutarstuba visine (8+2+3) m od razdjelnika stubado svjetiljki za vanjsku rasvjetu. komDelivery and installation to the externallighting pole with one and two lire (height10m) lamps for street lighting with lightsource typeTECO 2 56LED / 5102 / 123W /700 Ma / NW, Minel-Schreder or equivalent.All complete with the original light.

set

Isporuka i montaa na stub vanjske rasvjetesa jednom i dvije lire (visina 10m) svjetiljke za ulinu rasvjetu sa LED izvorom svjetlosti tipkao TECO 2 56LED / 5102 / 123W / 700 Ma /NW, Minel-schreder ili ekvivalent. Svekomplet sa izvornom svjetlosti.

komplet

Supply and laying of cables in the ditchand partially JC 100 mm for the supplyof public lighting.Isporuka i polaganje kablova u zemljani rov idjelimino u J.C f 100 mm za napajanje javnerasvjete.- PP00-A 4x 25 + 2,5 mm2Supply and laying of cables in the ditchand partially JC 100 mm for the supplyof public lighting.Isporuka i polaganje kablova u zemljani rov idjelimino u J.C f 100 mm za napajanjetrolejbuske kontaktne mree.- 4xPP00-A 4x 185 mm2Supply and laying of tape Fe/Zn mm intrench along the cables of externallighting.Isporuka i polaganje eljezno- pocinanetrake Fe/Zn 25x4 mm u zemljani rov uzkablove vanjske rasvjete.Making of conectors on poles with tape Fe/ Zn 25x4 mm pcsIzrada prikljunih mjesta na stubovimapocinanom trakom Fe/Zn 25x 4 mm komDelivery and installation of cross link60x60 for mutual connecting of tapesincluding bitumen pouring pcs

Isporuka i ugradnja ukrsnog komada 60x60za spoj traka-traka sa zalivanjem bitumenom kom

6. 126,00

7.1. 126,00

8.1. m 2.350,00

8.2. m 200,00

9. m 2.150,00

10. 122,00

11. 150,00

Delivery and installation of flexible PVCpipe 110 mm for passing of cablesunder roadsIsporuka i ugradnja fleksibilne PVC cijevi fi110 mm za prolazak kablova ispodsaobraajnicaDelivery and installation of plastic dropover cabel protectors, for mechanicalprotection of cablesIsporuka i polaganje plastinog GAL titnika ,za mehaniku zatitu kablovaDelivery and installation of plastic tapewith the inscription LOW VOLTAGEIsporuka i polaganje plastine trake sanatpisom NISKI NAPONDelivery and installation of small non-specified materials setIsporuka i montaa sitnog nespecificiranogmaterijala

komplet

Installation testing and putting infunction. set

Ispitivanje instalacije i putanje u radkompl

et

Installation testing and delivery of testprotocols to the Client

set

Ispitivanje instalacija i predaja ispitnihprotokola Investitoru komplet 1

Preparation of as built design in 2 (two)copies and delivery to client

set

Izrada projekata izvedenog stanja u 2 (dva)primjerka i predaja Investitoru komplet

Exavation of the trench, dimension 0.4 x 0,8x0,8 in the soil of III class, includingtrench backfilling with compacting inlayers of 20 cm and removal of the surplusmaterialIskop rova dimenzija 0,4x0,8x0,8 m uzemljitu III kategorije i ponovno zatrpavanjerova nabijanjem u slojevima po 20 cm i odvoz vika materijala.

12. m 100,00

13. m 2.300,00

14.

m

2.300,00

16. 1,00

17. 1,00

TOTAL THE INSTALLATION OF STREET LIGHTING AND EARTHINGUKUPNO INSTALACIJA JAVNE RASVJETE I UZEMLJENJA

2. INSTALLATION TESTING2.ISPITIVANJE INSTALACIJA

1.

TOTAL INSTALLATION TESTINGUKUPNO ISPITIVANJE INSTALACIJA

3.THE PROJECT DOCUMENTATION3.PROJEKTNA DOKUMENTACIJA

1. 1

TOTAL PROJECT DOCUMENTATIONUKUPNO PROJEKTNA DOKUMENTACIJA

4.CIVIL AND DISMOUNTING WORKS4.GRAEVINSKI I DEMONTANI RADOVI

1. m3 800,00

Supply and spread of river sand along thetrench in a layer 20 cm.Isporuka i posipanje rijenog pijeska ducijelog rova u sloju 20 cm.Disconnecting of the cable includingdismantling of the existing road lightinglamps 1x250W including associated lyrefrom the poles of overhead trolleybus line.The price included transport to a locationdeterminate by the Client (territory ofSarajevo Canton).

set

Kablovsko odspajanje sa demontaompostojeih svijetiljki cestovne rasvjete1x250W u kompletu sa pripadajuom lirom sastubova kontaktne trolejbuske mree. Ucijenu je ukljuen i odvoz na lokaciju kojuodredi Investior (teritorija Kantona Sarajevo)

kpl

Dismantling of existing external lightingpoles including lyre and lamps, accordingto the new solution will not be used. Theprice includes transport to the locationdesignated by the Investor (the territory ofSarajevo Canton).

set

Demontaa postojeih stubova vanjskerasvjete koji se ne koriste u novom rjeenju ukompletu sa lirom i svijetiljkom. U cijenu jeukljuen odvoz na lokaciju koju odrediInvestitor (teritorija Kantona Sarajevo).

komplet

Works on preparation of deenergized stateon the existing arresters in the cabinets ofexterior lighting, including identification ofthe circuits that power the existingoutdoor lighting.

hours

Radovi na pripremi beznaponskog stanja napostojeim odvodima u ormarima vanjskerasvjete sa identifikacijom strujnih krugovakoji napajaju postojeu vanjsku rasvjetu.

sati

Perform the other construction workssuch as geodetic surveys, staking out thealignmen, development of design, etc.

set

Obaviti ostale graevinske radove kao to sugeodetska snimanja, iskolienje trase istubnih mjesta te izrada projektnedokumentacije i sl.

komplet

2. m3 160,00

3. 75,00

4. 7,00

5. 30,00

6.

1,00

TOTAL CIVIL AND DISMOUNTING WORKSUKUPNO GRAEVINSKI I DEMONTANI RADOVI


THE INSTALLATION OF STREET LIGHTING AND EARTHINGINSTALACIJA JAVNE RASVJETE IUZEMLJENJAINSTALLATION TESTINGISPITIVANJE INSTALACIJATHE PROJECT DOCUMENTATIONPROJEKTNA DOKUMENTACIJACIVIL AND DISMOUNTING WORKSGRAEVINSKI I DEMONTANI RADOVITOTAL:UKUPNO:TOTAL WORKS:UKUPNO RADOVI:


THE INSTALLATION OF STREET LIGHTING AND EARTHINGINSTALACIJA JAVNE RASVJETE IUZEMLJENJAINSTALLATION TESTINGISPITIVANJE INSTALACIJATHE PROJECT DOCUMENTATIONPROJEKTNA DOKUMENTACIJACIVIL AND DISMOUNTING WORKSGRAEVINSKI I DEMONTANI RADOVITOTAL:UKUPNO:

DESIGN SUPERVISION OF WORKS 1.5%PROJEKTANTSKI NADZOR 1.5%TOTAL WORKS:UKUPNO RADOVI:

1

2

3

4

1

2

3

4



Staking out and mark the alignment of thedesigned water supply system.Iskolavanje i obiljeavanje trasa projektovanog vodovodaBridging the excavated ditches for pedestriancrossing and its dismantling after completionof works. Made of timber with protectingfences, 1,1m height on both sides. Calculationper pcs.

pcs

Postavljanje premotenja preko rovova radiosiguranja pjeakog saobraaja sa njihovomdemontaom nakon zavretka radova.Premotenja su od drvenih greda i fosni sazatitnom ogradom visine 1,10m na objestrane.Obraun po komadu premotenja

kom

Steel plate bridging the excavated ditches forvehicle crossing. Paying only the rent of plate.Made of steel plates of dim 200x100x2cm.Calculation per pcs.

pcs

Postavljanje premotenja preko rovova odelinih tabli dimenzija 200x100x2cm radiosiguranja automobilskog saobraaja. Plaa sesamo iznajmljivanje ploa. Obraun po komaduploe

kom

Finding and marking of existing water supplyunderground installation to preserve themduring the execution of works. Calculation perinvoice of owner of installation. Price perlenght of designed water supply system.Obiljeavanje postojeih vodovodnih podzemnihinstalacija. Obraun prema fakturi vlasnikainstalacija. Cijena prema duini projektovanogvodovoda.

3 20,00

4 m1 1.755,49

DIONICA: OD P51 DO P 114


1.PREPARATORY WORKS1.PRIPREMNI RADOVI

1 m1 1.755,49

2 35,00


UTILITY RELOCATION (WATER ) FROM P51 T P114IZMJETANJE INSTALACIJA (VODOVODNE INSTALACIJE) OD P51 DO P114


Finding and marking of existing sewerageunderground installation to preserve themduring the execution of works. Calculation perinvoice of owner of installation.Obiljeavanje postojeih kanalizacionihpodzemnih instalacija.Obraun prema fakturi vlasnika instalacija.Cijena prema duini projektovanog vodovoda.

Finding and marking of existing undergroundelectrical power installations to preserve themduring operations. Calculation per invoice ofthe owner of the installation.Obiljeavanje postojeih elektro energetskihpodzemnih instalacija.Obraun prema fakturi vlasnika instalacija.Cijena prema duini projektovanog vodovoda.

Finding and marking of existing undergroundtelecommunications installation to preservethem during operations. Calculation perinvoice of the owner of the installation.Obiljeavanje postojeih telekomunikacijskihpodzemnih instalacija.Obraun prema fakturivlasnika instalacija. Cijena prema duiniprojektovanog vodovoda.Protection of water where the route passesclose to the pressure sewage systemDN300mm. Protection is done with a PVCsewage pipes UKC DN500mm length 6.00 mcut and pulled along the sewer pipe. Pastepipe after placement. Calculation per piece.

pcs

Zatita vodovoda gdje tra

2_bill of quantity

Documents

bills of quantities

engineer extra works

thepermanent works

conditions of contract

contract documents

brief descriptions of

particular items

detailed descriptions