volumul 4.1 bill craiova sud

Obiectiv: Varianta de ocolire Craiova Sud/ Bypass Craiova SudISPA 2005/RO/16/P/PA/003/03

Beneficiar: C.N.A.D.N.R.Proiectant: S.C. CONSITRANS S.R.L.

TOTAL GENERALGRAND SUMMARY

TOTAL (LEI)

1 2 3

A 1,050,000.00

B 0.00

0.00

1.0 LUCRARI DE MEDIU 0.001.1 LUCRARI PRELIMINARE 0.001.2 TERASAMENTE 0.00

1.3 0.00

1.4 PARAPETE 0.001.5 SCURGEREA APELOR 0.001.6 INTERSECTIE GIRATORIE 0.001.7 PARCARI 0.001.8 PODETE 0.001.9 SEMNALIZARE RUTIERA 0.001.10 RETELE ILUMINAT EXTERIOR 0.001.11 MUTARI , PROTEJARI RETELE 0.00

0.00

2.1 0.00

C CHELTUIELI NEPREVAZUTE ( 10% OF B 0.00

1,050,000.00

252,000.00

1,302,000.00

BENEFICIAR, OFERTANT,EMPLOYER, BIDDER,

Asistenta tehnica pentru studiu de fezabilitate, proiect tehnic, detalii de executie si documentatia de atribuire pentru variante de ocolire in Romania”

Technical assistance for feasibility study, technical project, detail design and tender documentation for by-passes in Romania

VARIANTA DE OCOLIRE CRAIOVA SUDBY PASS CRAIOVA SUD

Nr. ListaBill no.

CATEGORIE LUCRARICATEGORY OF WORKS

ARTICOLE GENERALEGENERAL ITEMS

LUCRARI PROIECTATEDESIGNED WORKS

LUCRARI DE DRUMURIROAD WORKS

SUPRASTRUCTURA (SOLUTIA SISTEM RUTIER FLEXIBIL)

LUCRARI DE PODURIBRIDGE WORKS

PASAJ PESTE CALE FERATA NELECTRIFICATA LA Km. 5+343,3

TOTAL FARA TVA TOTAL without VAT

TVA 24%VAT 24%

TOTAL INCLUSIV TVA TOTAL INCLUDING VAT

Technical assistance for feasibility study, technical project, detail design and tender documentation for by-passes in Romania Obiectiv: Varianta de ocolire Craiova Sud/ Bypass Craiova Sud

ISPA 2005/RO/16/P/PA/003/03

Beneficiar: C.N.A.D.N.R.Proiectant: S.C. CONSITRANS S.R.L.

UM

0 1 2 3 4 5 6

1 GI.01 S.F. 1 0.00

2 GI.02 S.F. 1 0.00

3 GI.03 S.F. 1 0.00

4 GI.04 S.P. 1 420,000.00 420,000.00

5 GI.05 24 0.00

6 GI.06 24 0.00

Asistenta tehnica pentru studiu de fezabilitate, proiect tehnic, detalii de executie si documentatia de atribuire pentru variante de ocolire in Romania”

ARTICOLE GENERALEGENERAL ITEMS

Nr.crt.

No

Cod articolItem code

Descrierea lucrariiWorks Description

CantitateQuantity

Pret UnitarUnit Rate

(RON)

Total(RON)

Alocare pentru montarea, utilizarea si demontarea tuturor instalatiilor provizorii ale Antreprenorului, inclusiv birourile, laboratorul de santier, spatiile de cazare, atelierele, carierele, balastierele, gropile de imprumut, statiile de preparare, si aducerea terenurilor din gropile de imprumut si cariere la conditiile initiale etc., conform conditiilor cuprinse in Capitolul II - Articole generale din Specificatii Tehnice pentru Articole Generale.

Allow for erection, operation and removal of all Contractor's temporary installations and facilities, including offices, site laboratory, accommodation, workshops, quarries, borrow pits, batching and blending plants and restoring of temporary land for borrow pits and quarries etc., as per conditions of Chapter II - General Items of the Technical Specifications for General Items.

Realizarea, amenajarea si intretinerea tuturor drumurilor de acces, drumurilor si structurilor provizorii si a tuturor celorlalte constructii necesare Antreprenorului (cu exceptia celor prevazute expres in alte articole din Listele de Cantitati), inclusiv dezafectarea acestora si aducerea terenurilor la conditiile initiale in conformitate cu cerintele de reducere a impactului asupra mediului si ale proprietarilor, potrivit Clauzei II.1.3. din Specificatii Tehnice pentru Articole Generale.

Provide and maintain all accesses, temporary roads, structures and the like required by the Contractor (except as expressly included elsewhere in the Bill of Quantities) including their subsequent removal and reinstatement to original conditions, as per environmental impact minimization and owners requirements in accordance with Clause II.1.3. of the Technical Specifications for General Items.

Efectuarea de investigatii complete privind utilitatile potrivit Clauzei II.1.7 A din Specificatii Tehnice pentru Articole Generale.Perform comprehensive utilities survey in accordance with Clause II.1.7 A of the Technical Specifications for General Items.Alocare pentru costurile privind proiectarea (doar in cazul in care nu este furnizata de Beneficiar), corelarea proiectelor si lucrarile de protectie sau relocare a utilitatilor identificate prin investigatiile prevazute in cadrul articolului GI.03, potrivit Clauzei II.1.7 B din Specificatii Tehnice pentru Articole Generale. Alocarea pentru costurile privind executia lucrarilor de utilitati care rezulta din art. GI.03 conform Clauzei II.1.7.BSum for the costs of design (unless provided by the Employer), correlation of designs and relocation or protection works of utilities identified through the comprehensive utility survey (GI 03), in accordance with Clause II.1.7 B of the Technical Specifications for General Items. Sum for the costs of works execution of the utilities resulted from art. GI03 in accordance with Clause II.1.7.B.Alocare pentru masuratori privind poluarea si raportarea acestora catre Inginer, potrivit Clauzei II.1.8 din Specificatii Tehnice pentru Articole Generale, in timpul Duratei de Executie. luna

month

Provide pollution measurements and reporting results to the Engineer, in accordance with Clause II.1.8 of the Technical Specifications for General Items, within the Time for Completion.Alocare pentru masuratori privind poluarea si raportarea acestora catre Inginer, potrivit Clauzei II.1.8 din Specificatii Tehnice pentru Articole Generale, pe durata Perioadei de Notificare a Defectelor. luna

month

6 GI.06 24 0.00

7 GI.07 S.F. 1 0.00

8 GI.08 24 0.00

9 GI.09 S.F. 1 0.00

10 GI.10 S.F. 1 0.00

11 GI.11 S.F. 1 0.00

12 GI.12 S.F. 1 0.00

13 GI.13 S.F. 1 0.00

14 GI.14 S.F. 1 0.00

15 GI.15 S.F. 1 0.00

luna

monthProvide pollution measurements and reporting results to the Engineer, in accordance with Clause II.1.8 of the Technical Specifications for General Items, during the Defects Notification Period.

Alocare pentru elaborarea planului de management al traficului potrivit Clauzei II.1.9 din Specificatii Tehnice pentru Articole Generale.

Allow for the provision of a general traffic management plan in accordance with Clause II.1.9. of the Technical Specifications for General Items.

Implementarea planului de management al traficului, incluzand semnalizare rutiera in timpul executiei lucrarilor, masuri pentru siguranta traficului, monitorizarea traficului pe timpul zile/noptii si in orice conditii meteorologice in vederea asigurarii sigurantei traficului atat in Santier cat si pe toate drumurile folosite de Antreprenor, potrivit Clauzei II.1.9 din Specificatii Tehnice pentru Articole Generale, in timpul Duratei de Executie. luna

monthImplementation of the traffic management plan, including road

signalling to be provided during the execution of works, measures for traffic safety, traffic monitoring on daylight/dark hours or any other weather conditions in order to ensure a safety traffic on Site and on all roads used by the Contractor, in accordance with Clause II.1.9 of the Technical Specifications for General Items, within the Time for Completion.

Alocarea pentru lucrari de intretinere curenta vara/iarna facuta de Antreprenor in conformitate cu Clauza II.1.10 din Specificatiile Tehnice pentru Articole Generale Usual maintenance done by the Contractor in accordance with Technical Specifications Clause II.1.10 of the General Items.

Alocarea pentru intretinerea drumului in sezonul de vara in conformitate cu Clauza II.1.10 din Specificatiile Tehnice pentru Articole Generale Maintenance of existing road during execution - summer season to in accordance with Technical Specifications Clause II.1.10. of the General Items.

Alocarea pentru intretinerea drumului in sezonul de inarna in conformitate cu Clauza II.1.10 din Specificatiile Tehnice pentru Articole Generale Maintenance of existing road during execution - winter season in accordance with Technical Specifications Clause II.1.10.of the General Items.

Alocare pentru elaborarea desenelor conforme cu executia, la finalizarea Lucrarilor, potrivit Clauzei II.1.14 din Specificatii Tehnice pentru Articole Generale.

Allow for the elaboration of the as-built drawings, at the end of the Works, in accordance with Clause II.1.14. of the Technical Specifications for General Items.

Alocare pentru proiectarea potrivit sub-Clauzei 4.27 din Conditiile Speciale de contract si Clauzei II.1.15 A din Specificatii Tehnice pentru Articole Generale.

Allow for the design in accordance with sub-Clause 4.27 from Special Conditions and Clause II.1.15 A of the Technical Specifications for General Items.

Asistenta tehnica pe santier conform Legii 10/1995, articolul 22 paragrafe (e), (f) si (g) potrivit Clauzei II.1.15 B din Specificatii Tehnice pentru Articole Generale

Designer's technical assistance on site as per Law 10/1995, article 22 paragraphs (e), (f) and (g), in accordance with Clause II.1.15 B of the Technical Specifications for General Items.

Asigurarea investigatiilor arheologice si a asistentei tehnice arheologice pana la finalizarea Lucrarilor, potrivit Clauzei II.1.15. C din Specificatii Tehnice pentru Articole Generale.

Allow for the archeological investigations and technical archaeological assistance until the completion of the Works, in accordance with Clause II.1.15 C of the Technical Specifications for General Items.

16 GI.16 S.F. 1 0.00

17 GI.17 6 0.00

18 GI.18 10 0.00

19 GI.19 S.P. 1 630,000.00 630,000.00

20 GI.20 S.F. 1 0.00

21 GI.21 S.F. 1 0.00

22 GI.22 S.F. 1 0.00

23 GI.23 24 0.00

24 GI.24 S.F. 0.00

1,050,000.00

1 Lista contine 24 articole si 3 pagini1 The Bill contains 24 items and 3pages2 Proiectantul raspunde de completarea coloanelor 1, 2, 3 si 42 The Designer is responsible for filling the columns 1,2,3 and 43 Ofertantul raspunde de completarea coloanei 53 The Bidder is responsible for filling the column 5

Investitor Ofertant

Alocare pentru identificarea si asanarea Santierului de orice munitii (neexplodate sau altele) potrivit Clauzei II.1.16 din Specificatii Tehnice pentru Articole Generale

Allow for identification and Site clearing of any munitions (unexploded or otherwise) in accordance with Clause II.1.16. of the Technical Specifications for General Items.

Ridicarea, mentinerea si indepartarea Panourilor de Identificare a Proiectului potrivit Clauzei II.1.17a din Specificatii Tehnice pentru Articole Generale bucata

pieceErect, maintain and remove Project Identification Billboards in

accordance with Clause II.1.17a of the Technical Specifications for General Items.

Instalarea de placi comemorative permanente potrivit Clauzi II.1.17b din Specificatii Tehnice pentru Articole Generale. bucata

piece

Install permanent commemorative plaques in accordance with Clause II.1.17b of the Technical Specifications for General Items.Comisia de Adjudecare a Disputelor, alocare Suma provizionata in conformitate cu Clauza II.1.19 din Specificatiile Tehnice pentru Articole Generale. Dispute Adjudication Board provision sum in accordance with Clause II.1.19 from Technical Specification for General ItemsAlocare pentru elaborarea si implementarea sistemului de management al calitatii potrivit Clauzei II.2.1 din Specificatii Tehnice pentru Articole Generale.

Allow for the provision and implementation of a quality management system in accordance with Clause II.2.1of the Technical Specifications for General Items.Alocare pentru plata testelor solicitate de Inginer, inclusiv costurile laboratorului Antreprenorului sau a unui alt laborator autorizat si a utilajelor necesare precum si a prelevarii de probe, potrivit Clauzei II.2 .2 din Specificatii Tehnice pentru Articole Generale.Sum for payment of tests requested by the Engineer, including all costs of Contractor's or another authorised laboratory and necessary equipment and of supplying samples, in accordance with Clause II.2.2 of the Technical Specifications for General Items.Alocare pentru efectuarea unui studiu topografic detaliat potrivit Clauzei II.3 din Specificatii Tehnice pentru Articole Generale.

Allow for the performance of a detailed topographic survey in accordance with Clause II.3 of the Technical Specifications for General Items.

Executarea de fotografii privind progresul Lucrarilor, potrivit Clauzei II.4.1 din Specificatii Tehnice pentru Articole Generale. luna

monthTake Works progress photographs in accordance with Clause

II.4.1 of the Technical Specifications for General Items.

Antreprenorul va descrie, in continuare, (introducând numarul pentru oricare clauza relevanta din Contract sau Specificatii) si va specifica preturile pentru orice alte lucrari sau obligatii mentionate in Contract si pentru care Antreprenorul doreste sa introduca un pret separat. (Pretul va fi mentionat in coloana Total). In cazul in care nu vor fi mentionate asemenea preturi separate, preturile indicate in Lista de Cantitati vor fi considerate acoperitoare pentru toate costurile si profiturile aferente respectivelor lucrari sau obligatii.

The Contractor shall describe hereunder (inserting any relevant Specification or Contract clause number) and price any other works or obligations which may be referred to in Contract and for which he wishes to insert a separate price. (The price shall be carried to the column Total). If no separate price is mentioned hereunder, then the prices inserted in the Bill of Quantities shall be held as covering all costs and profit for such works or obligations.

TOTAL FARA TVA 24%TOTAL WITHOUT VAT 24%

Investor Bidder

OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD

LUCRARI DE MEDIU / ENVIRONMENTAL WORKS

LISTA DE CANTITATI DE LUCRARI Nr. 1.0 BILL OF QUANTITIES No. 1.0

Categorii de lucrari / Category of works:: LUCRARI DE MEDIU / ENVIRONMENTAL WORKS

0 1 2 3 4 5 6DRUM / ROAD

1 L 11a buc

3.00 0.00

2 L 11c buc

2.00 0.00

3 L 11d buc

3.00 0.00

4 L 11e buc

4.00 0.00

5 L 11f buc

3.00 0.00

6 L 11g buc

3.00 0.00

7 L 11h buc

1.00 0.00

8 L18 buc9.00 0.00

9 L13 buc2.00 0.00

10 E10 mp 4,146.000.00

11 L2 buc 56.000.00

12 L1 mp 10,000.000.00

TOTAL 0.00

a) Prezenta lista de cantitati contine un numar de 12 articole si un numar de 1 pagina. This Bill of Quantities contains 12 articles and 1 page;b) Proiectantul completeaza si raspunde de valorile inscrise de el in coloanele 1, 2, 3, 4 The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.

The Bidder is responsible for the values in columns 5 and 6;

BENEFICIAR, OFERTANT,

EMPLOYER, BIDDER,

Nr.No


Descrierea lucrarilorWorks description

U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Statie preepurareWaste water pre-treatment plant 20l/sec



Statie preepurareWaste water pre-treatment plant 60 l/sec



Statie preepurareWaste water pre-treatment plant 250 l/sec

Bazin de retentieRetension basin

Statie epurareWaste water treatment plant

Restaurare peisagisticaLandscape restoration

Plantarea pomilorTree planting

Insamantare iarbaGrass seeding


LUCRARI DE DRUM / ROAD WORKS

LISTA DE CANTITATI DE LUCRARI Nr. 1.1 / BILL OF QUANTITIES No. 1.1

Categorii de lucrari / Category of works::

0 1 2 3 4 5 6

1 L7 km 6.29 0.00

2 L8 mp 130,040.00 0.00

3 L9 buc 56.00 0.00

4 L10 buc 56.00 0.00

TOTAL 0.00




EMPLOYER, BIDDER,

LUCRARI PRELIMINAREPRELIMINARY WORKS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Pichetarea de detaliu a traseului drumuluidetailed marking of the alignment

Curatarea de tufisuri si arbustiCleaning the site of bushes and shrubs

Taierea arborilor Cutting trees

Scoaterea radacinilor arborilorRemoving tree roots





0 1 2 3 4 5

1 E1 mc 39,690.00

2 E7 mc 130,300.00

3 E3 mc 21,000.00

4 E6 mc 10,920.00

TOTAL




EMPLOYER, BIDDER,

TERASAMENTEEARTH WORKS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

Decapare si depozitare pamant vegetalStripping and storage of top soil

Umpluturi de pamant din groapa de imprumutFillings with earth from borrow pit

Sapatura in debleuSoil excavation in cutting

Imbracare taluz terasament cu pamant vegetal


6

0.00

0.00

0.00

0.00

0.00

TERASAMENTEEARTH WORKS

ValoareAmount(RON)





0 1 2 3 4 5 6

1 E5 mc 11,250.00 0.00

2 R1 mc 22,850.00 0.00

3 R3 mc 12,860.00 0.00

4 R6 t 8,610.00 0.00

5 R7 t 6,665.00 0.00

6 R8 mp 49,200.00 0.00

7 R11a mp 98,750.00 0.00

8 R11b mp 50,500.00 0.00

9 R2b mc 1,420.00 0.00

10 R11b mp 5,020.00 0.00

SUPRASTRUCTURA DRUMROAD PAVEMENT

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Strat de forma din materiale granulare Granular material in capping layer

Strat inferior de fundatie din balastBallast layer ( subbase )

Strat superior de fundatie din balast stabilizatUpper layer of stabilized ballast foundation

Mixtura in strat de baza tip AB2Asphalt mixture AB2 (base layer)

Binder in strat de legatura tip BAD25Jointing layer of bituminous mixture – binder course BAD 25

Strat de uzura tip MASF 16m, 4 cm, cu fibre si bitum modificatWearing course type MASF 16m, 4 cm thick, with cellulose fibres and modified bitumen

Amorsare cu emulsie cationica cu rupere rapida cu 0,6 kg/mpPriming by cationic emulsion rapid curing, 0,6 kg/m²


Completare cu piatra sparta la acostamenteComplete the shoulders with crushed stone


11 R1 mc 6,550.00 0.00

12 E7 mc 6,550.00 0.00

TOTAL 0.00

a) Prezenta lista de cantitati contine un numar de 12 articole si un numar de 2 paginI. This Bill of Quantities contains 12 articles and 2 pages;b) Proiectantul completeaza si raspunde de valorile inscrise de el in coloanele 1, 2, 3, 4 The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.

The Bidder is responsible for the values in columns 5 and 6;BENEFICIAR, OFERTANT,

EMPLOYER, BIDDER,

DRUMURI AGRICOLEAGRICULTURAL ROADS


Umpluturi de pamant din groapa de imprumutFillings with earth from excavation or borrow pit





0 1 2 3 4 5 6

1 EQ2d m 2,694.00 0.00

TOTAL 0.00




EMPLOYER, BIDDER,

MASURI SIGURANTA CIRCULATIEI -PARAPETESAFETY CIRCULATION MEASUREMENTS - GUARD RAILS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount

Parapet metalic zincat pe fundatii izolate - cu lisa compusa tip greu , nivel protectie H2Deformable guard-rail, heavy type, protection level H2 on on isolated foudation





0 1 2 3 4 5 6

1 D2 m 11,650.00 0.00

2 D8 m 355.00 0.00

3 D6 m 966.20 0.00

TOTAL 0.00

###




EMPLOYER, BIDDER,

SCURGEREA APELORWATER DRAINAGE

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Santuri din beton monolit pe fundatie nisipCast in place ditches on sand foundation

Casiuri pe taluzSide ditches on ramp slopes

Rigola de acostament Gutter on shoulder




Categorii de lucrari / Category of works:: INTERSECTIE GIRATORIE / ROTARY INTERSECTIONS 2 bucati /pcs

0 1 2 3 4 5 6

1. Lucrari preliminare

1 L7 km4.00 0.00

2 L8a mp6,560.00 0.00

3 L8 mp5,000.00 0.00

4 L9 buc60.00 0.00

5 L10 buc60.00 0.00

2. Terasamente

6 E1 mc1,970.00 0.00

7 E7 mc4,120.00 0.00

8 E3a mc1,700.00 0.00

9E3

mc5,020.00 0.00

10E4

mp6,250.00 0.00

11E6

mc1,700.00 0.00

3. Suprastructura

12 R8 mp

9,980.00 0.00

13 R7 t

1,355.00 0.00

14 R6 t1,730.00 0.00

15 R 3 mc2,540.00 0.00

16 R1 mc4,155.00 0.00

17 E5 mc1,750.00 0.00

18 R11a mp20,020.00 0.00

19 R11b mp10,075.00 0.00

20 E8 mc2,100.00 0.00

21 R13b mp4,240.00 0.00

22 R24 mp420.00 0.00

Nr.No



U. M. U.M. PU

(RON)Valoare(RON)


Curatarea de frunze si crengicleaning the site of leaves, branches, etc.


Taierea arborilor Cutting trees

Scoaterea radacinilor arborilorRemoving tree roots



Sapatura in teren necorespunzatorExcavation of the unsuitable soil

Sapatura in debleuSoil excavation in cutting

Nivelare si compactare pat drumLeveling and compacting the road bed

Imbracare taluz terasament cu pamant vegetal Top soil on slopes









Desfacere structura rutiera existentaRemoval of existing road structure

Frezarea asfalt existent, pe h > 6 cmMilling of existing asphalt h> 6 cm

Pavaj piatra cubica pe strat nisip Road pavement-cubic stone on sand

23 R21 mp985.00 0.00

24 R19a m390.00 0.00

25 R19b m655.00 0.00

4. Rigole si santuri

26 D2 m1,060.00 0.00

27 D7 m

550.00 0.00

5. Marcaje si semnalizare rutiera

28 EQ12 km

0.40 0.00

29 EQ10 km ech3.20 0.00

30 EQ20 buc91.00 0.00

31 EQ11 mp130.00 0.00

32 EQ13 buc420.00 0.00

33 EQ14 m590.00 0.00

TOTAL 0.00

a) Prezenta lista de cantitati contine un numar de 33 articole si un numar de 2 pagini. This Bill of Quantities contains 33 articles and 2 pages;b) Proiectantul completeaza si raspunde de valorile inscrise de el in coloanele 1, 2, 3, 4 The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.



Structura rutiera cu pavele autoblocanteRoad structure with interlocking block

Borduri prefabricate beton 10 x 15 cm10 x 15 precast concrete kerbs


Santuri din beton monolit pe fundatie nisipCast in place ditches on sand foundation

Rigole dreptunghiulare din beton monolite cu placute carosabileMonolith concrete rectangular gutters with concrete precast slabs

Totalitatea masurilor privind siguranta si controlul circulatiei rutiere in timpul zilei / noptii si in orice fel de conditii climaterice pentru a asigura un trafic sigur atit pe santier cit si pe intreg drumul in timpul luarii in posesie a traseului de catre contractorRoad signals to be provided during the execution of works, including the total of measurements regarding the traffic safety and traffic monitoring during day time and mighttime hours and all conditions for weather conditions in order to ensure safe traffic on both the site and the whole route while the contrator is in possession of the site

Marcajul longitudinal 15 cm latimeLongitudinal road marking 15 cm width

Procurare si montare indicatoare rutiereProvision and installation of the road signs

Marcaje diverse si transversaleTransversal and miscella neous road marking

Butoni reflectorizantiReflective road studs

Benzi rezonatoareRumble strips




Categorii de lucrari / Category of works:

0 1 2 3 4 5 6 ###1. Lucrari preliminare

1 L7 km0.40 0.00###

2 L8 mp10000.00 0.00###

2. Terasamente

3 E1 mc6000.00 0.00###

4 E7 mc12000.00 0.00###

5 E6 mc250.00 0.00###

3. Suprastructura

6 R10 mp23960.00 0.00###

7 R3 mc5510.00 0.00###

8 R1 mc5990.00 0.00###

9 E5 mc3595.00 0.00###

10 R20 mp540.00 0.00###

11 R25 m730.00 0.00###

12 L6 mp10090.00 0.00###

13 R19b m1365.00 0.00###

4. Rigole si santuri

14 D7 m

646.00 0.00###

5. Benzi accelerare si decelerare acces parcare ###

15 L7 km 0.70.00###

16 L8 mp 15000.00###

17 E1 mc 16320.00###

18 R18 mp 59840.00###

19 E7 mc 32640.00###

20 E6 mc 3150.00###

21 E5 mc 6800.00###

PARCARIPARKING AREAS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)






Beton de ciment de tip BcR 4,5 , cu grosimea de 22 cmCement concrete pavement BcR 4,5 , 22 cm thick




Pavaj autoblocant Interlocking block paving

ImprejmuireFencing

Amenajare spatii verziGreen areas arrangement (Landscaping)


Rigole dreptunghiulare din beton monolite cu placute carosabileMonolith concrete rectangular gutters with concrete precast slabs




Geotextil anticontaminatorinsulator geotextile




22 R1 mc 13900.00###

23 R3 mc 9000.00###

24 R6 t 6150.00###

25 R7 t 470

0.00###

26 R8 mp 3400

0.00###

27 R11a mp 6870

0.00###

28 R11b mp 3530

0.00###

6. Marcaje si semnalizare rutiera

29 EQ10 km ech1.50 0.00###

30 EQ11 mp780.00 0.00###

31 EQ20 buc10.00 0.00###

7. Diverse

32 L14a buc2.00 0.00###

33 L12 buc2.00 0.00###

34 R30 buc2.00 0.00###

35 L14b buc2.00 0.00###

36 L16 buc2.00 0.00###

37 L15 buc2.00 0.00###

38 L17 buc2.00 0.00###

TOTAL 0.00###














Toalete publice Public toilets

Put absorbantAbsorbing well

Mobilare parcari autoCar parking fitting

Conteinere ecologiceOrganic containers

Statie hidrofor House water supply plant

Fosa septicaSeptic tank

Post trafo aerian Aerial transformer substation





0 1 2 3 4 5 6

1 C.7.b.10 buc 1.00 0.00

2 C.7.b.3 buc 2.00 0.00

PODETECULVERTS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Podet nou L=2.00m din cadre prefabricate deschise tip P 2, fundatii din beton monolit C16/20, pereu din piatra bruta sau beton C 30/37 de 20 cm grosime,saltea piatra bruta tip P 2 cu 16 cadre(b=20.40m)New culvert L=2.00m of opened precast frames type P 2, monolith concrete foundations C16/20, rubble stone or concrete pitching C 30/37 of 20 cm thick, rubble stone maitress with 16 frames type P 2 (b=20.40m)

Podet nou L=2.00m din cadre prefabricate deschise tip P 2, fundatii din beton monolit C16/20, pereu din piatra bruta sau beton C 30/37 de 20 cm grosime,saltea piatra bruta tip P 2 cu 9 cadre(b=12.00m)New culvert L=2.00m of opened precast frames type P 2, monolith concrete foundations C16/20, rubble stone or concrete pitching C 30/37 of 20 cm thick, rubble stone maitress with 9 frames type P 2 (b=12.00m)

3 C.7.b4 buc 1.00 0.00

4 C.7.b.5 buc 1.00 0.00

5 C.7.b.8 buc 1.00 0.00

6 C.7.b.12 buc 1.00 0.00

Podet nou L=2.00m din cadre prefabricate deschise tip P 2, fundatii din beton monolit C16/20, pereu din piatra bruta sau beton C 30/37 de 20 cm grosime,saltea piatra bruta tip P 2 cu 10 cadre(b=13.20m)New culvert L=2.00m of opened precast frames type P 2, monolith concrete foundations C16/20, rubble stone or concrete pitching C 30/37 of 20 cm thick, rubble stone maitress with 10frames type P 2 (b=13.20m)




7 C.22e buc 1.00 0.00

8 C.22f buc 2.00 0.00

9 C7b03 buc 1.00 0.00

10 C.7.b.01 buc 7.00 0.00

Podet nou dalat L= 5,00 m din dale prefabricate tip D5,culei prefabricate tip L, aripi prefabricate tip A, fundatii din beton monolit C16/20, pereu din piatra bruta , saltele din piatra bruta 18 dale curente, 2 dale marginale, 20 culei prefabricate L(B=16,10m)New slab culvert L= 5,00 m of precast slabs type D5, precast abutments type L, precast wings walls type A, monolith concrete foundations C16/20, rubble stone pitching , mattresses of rubble stone 18 current slabs, 2 marginal slabs, 20 precast abutments L(B=16,10m)

Podet nou dalat L= 5,00 m din dale prefabricate tip D5,culei prefabricate tip L, aripi prefabricate tip A, fundatii din beton monolit C16/20, pereu din piatra bruta , saltele din piatra bruta 20 dale curente, 2 dale marginale, 22 culei prefabricate L(B=17.7m)New slab culvert L= 5,00 m of precast slabs type D5, precast abutments type L, precast wings walls type A, monolith concrete foundations C16/20, rubble stone pitching , mattresses of rubble stone 20 current slabs, 2 marginal slabs, 22 precast abutments L(B=17.7m)

Podet din tabla ondulataCulvert from corrugated iron

Podet nou L=2.00m din cadre prefabricate deschise tip P 2, fundatii din beton monolit C16/20, pereu din piatra bruta sau beton C 30/37 de 20 cm grosime,saltea piatra bruta, cadre tip P 2 (b=4.84m)New culvert L=2.00m of opened precast frames type P 2, monolith concrete foundations C16/20, rubble stone or concrete pitching C 30/37 of 20 cm thick, rubble stone maitress, frames type P 2 (b=4.84m)

11 C.7.b.02 buc 1.00 0.00

Podet nou L=2.00m din cadre prefabricate deschise tip P 2, fundatii din beton monolit C16/20, pereu din piatra bruta sau beton C 30/37 de 20 cm grosime,saltea piatra bruta, cadre tip P 2 (b=7.26m)New culvert L=2.00m of opened precast frames type P 2, monolith concrete foundations C16/20, rubble stone or concrete pitching C 30/37 of 20 cm thick, rubble stone maitress, frames type P 2 (b=7.26m)

12 C.22.01 buc 5.00 0.00

TOTAL 0.00

a) Prezenta lista de cantitati contine un numar de 12 articole si un numar de 4 pagini. This Bill of Quantities contains 12 articles and 4 pages; ###

b) Proiectantul completeaza si raspunde de valorile inscrise de el in coloanele 1, 2, 3, 4 The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.



EMPLOYER, BIDDER,

Podet nou dalat L= 5,00 m din dale prefabricate tip D5,culei prefabricate tip L, aripi prefabricate tip A, fundatii din beton monolit C16/20, pereu din piatra bruta , saltele din piatra bruta B=4.84mNew slab culvert L= 5,00 m of precast slabs type D5, precast abutments type L, precast wings walls type A, monolith concrete foundations C16/20, rubble stone pitching , mattresses of rubble stone B=4.84m





0 1 2 3 4 5 6

1 EQ9 buc 54.00 0.00

2 EQ8 buc 6.00 0.00

3 EQ20 buc 20.00 0.00

4 EQ10 km ech 14.00 0.00

5 EQ11 mp 10.00 0.00

6 EQ7 buc 330.00 0.00

7 EQ12 km 6.285 0.00

TOTAL 0.000




EMPLOYER, BIDDER,

SEMNALIZARE SI MARCAJE RUTIEREROAD SIGNALLING AND MARKINGS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Indicatoare hectometrice cf stas SR 6900/95Hectometric bench marks STAS SR 6900/95

Indicatoare kilometrice cf stas SR 6900/96Kilometric bench marks STAS SR 6900/95




Stalpi de ghidare cf STAS 1848/1-1991Guiding posts according to STAS 1848/1-1991

Totalitatea masurilor privind siguranta si controlul circulatiei rutiere in timpul zilei / noptii si in orice fel de conditii climaterice pentru a asigura un trafic sigur atit pe santier cit si pe intreg drumul in timpul luarii in posesie a traseului de catre contractorRoad signals to be provided during the execution of works, including the total of measurements regarding the traffic safety and traffic monitoring during day time and mighttime hours and all conditions for weather conditions in order to ensure safe traffic on both the site and the whole route while the contrator is in possession of the site





0 1 2 3 4 5 6

1 RS10a m 800.00 0.00

2 RS10b m 600.00 0.00

TOTAL 0.00

a) Prezenta lista de cantitati contine un numar de 2 articole si un numar de 1 pagina. This Bill of Quantities contains 2 articles and 1 page;

b) Proiectantul completeaza si raspunde de valorile inscrise de el in coloanele 1, 2, 3, 4

The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.



EMPLOYER, BIDDER,

RETELE ILUMINAT PUBLICPUBLIC LIGHTING NETWORKS

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Iluminat public la noduri rutiere(incl stalpi electrici)Public lighting at interchanges (incl electric poles)

Iluminat public la parcari(incl stalpi electrici)Public lighting in parking (incl electric poles)

Devieri/protectii retea apa-canal

Devieri/protectii retele electrice

Devieri/protectii retele gaze

Devieri/protectii retele de telecomunicatii





0 1 2 3 4 5 6

Mutari , protejari retele utilitati

1 m 321.00 0.00

2 m 322.00 0.00

3 m 1,675.00 0.00

4 m 250.00 0.00

TOTAL 0.00

Mutari , protejari retele C.F. ###

5 RS9a m 200.00 0.00

TOTAL 0.00

TOTAL -

a) Prezenta lista de cantitati contine un numar de 5 articole si un numar de 1 pagina. This Bill of Quantities contains 5 articles and 1 page;


The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.



EMPLOYER, BIDDER,

MUTARI SI PROTEJARI RETELE UTILITATIRELOCATION AND PROTECTION OF UTILITIES NETWORKS

Nr.No



U. M. U.M.

CantitateQuantity

PUUnit rate

ValoareAmount

Retea telecomunicatiiTelecommunication network

Retea gaze - distributieGas pipes - distribution

Retea electrica joasa si medie tensiuneLow and medium voltage electric network

Retea electrica inalta tensiuneHigh voltage electric network

Mutare si protejare instalatii - retele cfRelocating and protecting installations - railway networks

Devieri/protectii retea apa-canal

Devieri/protectii retele electrice

Devieri/protectii retele gaze

Devieri/protectii retele de telecomunicatii

OBIECTIV VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUDLUCRARI DE PODURI SI PASAJE / BRIDGE AND OVERPASSES WORKS

LISTA DE CANTITATI DE LUCRARI Nr. 2.1 / BILL OF QUANTITIES No.2.1PASAJ PESTE CALE FERATA NELECTRIFICATA LA Km. 5+343,3 / OVERPASS KM 5+343,3

L=241.00m

0 1 2 3 4 5 6

Cap. 1. INFRASTRUCTURA - CULEI SI PILE

1 B1 mc 2,350.00 0.00

2 B10 mc 930.00 0.00

3 B3c mc 60.00 0.00

4 B3e mc 1,410.00 0.00

5 B4b t 112.80 0.00

6 B4a t 28.20 0.00

7 B6 mp 2,120.00 0.00

8 B7D mc 875.00 0.00

9 B4.1a t 20.96 0.00

10 B4.1b t 83.80 0.00

11 B8 mp 1,750.00 0.00

12 B4.2 t 1.90 0.00

13 B9h buc 54.00 0.00

14 B5 mp 1,550.00 0.00

TOTAL CAP. 1. 0.00

Cap. 2. SUPRASTRUCTURA

15

B29s

buc 27.00 0.00

16B29n

buc 54.00 0.00

17B14i

mc 630.00 0.00

18B16

mp 1,170.00 0.00

Nr.No



U. M. U.M.

CantitateQuantity

PU(RON)

ValoareAmount(RON)

Excavatii pentru fundatii cu adancimea pana la h<4.00 mExcavations for foundations with depth up to 4.00 m

Umpluturi de pamant la fundatiiEarthfilling for foundations

Beton in fundatiiConcrete for foundations C12/15 de egalizare

Beton in fundatiiConcrete for foundations C20/25 - radier

Armaturi in radierPile cap reinforcements PC52 in radier

Armaturi in radierPile cap reinforcements OB37 in radier

Cofraje pentru fundatii (radier)Formworks for foundations (pile cap)

Beton in elevatiiConcrete for elevations C25/30

Armaturi in elevatiiReinforcements for elevations OB37

Armaturi in elevatiiReinforcements for elevations PC52

Cofraje pentru elevatiiFormworks for elevations

Confectii metalice –pentru aparate reazem neopren , pentru dispozitive antiseismice si alte elemente similareMetallic material for neoprene bearings for earthquake resistent device and other similar elements

Aparate reazem din neoprenNeoprene bearings tip 8 (200x350x52 mm)

Hidroizolatie la culeiWaterproofing on abutments

Grinzi prefabricate precomprimate Precast beams, of big sections, assembled by post-tensioning h=1.03, L=28m

Grinzi prefabricate precomprimate Precast beams, of big sections, assembled by post-tensioning h=1.03, L=24m

Beton in suprastructuraConcrete for superstructure C35/45

Cofraje la suprastructuraFormworks for superstructure

19B15a

t 18.90 0.00

20B15b

t 75.60 0.00

21B18

mp 2,540.00 0.00

22B19

mp 1,880.00 0.00

23B22

m 482.00 0.00

24B20a

m 482.00 0.00

25 B21a Guri de scurgere / Outlet nozzles t1g1 buc 18.00 0.00

26B25c

m 44.00 0.00

27 B35b m 454.00 0.00

28B24

m 60.00 0.00

29B23

m 482.00 0.00

TOTAL CAP. 2. 0.00

Cap. 3. RACORDARE CU TERASAMENTELE

30 B12g buc 14.00 0.00

31 B38 mp 1,950.00 0.00

32 B11 mc 100.00 0.00

33 B10 mc 7,800.00 0.00

34 B37 m 42.00 0.00

35 B36 m 84.00 0.00

TOTAL CAP. 3. 0.00

TOTAL GENERAL 0.00

a) Prezenta lista de cantitati contine un numar de 35 articole si un numar de 2 pagina.

This Bill of Quantities contains 35 articles and 2 page;


The Designer is responsible for the values in columns 1, 2, 3 and 4 for all items;

c) Ofertantul completeaza si raspunde de valorile inscrise de el in coloanele 5 si 6.



EMPLOYER, BIDDER,

Armaturi in suprastructuraReinforcements for superstructure OB37

Armaturi in suprastructuraReinforcements for superstructure PC52

Hidroizolatie cale Bridge causeway waterproofing

Imbracaminte bituminoasa cale pod, BAP (4+3) cmPavement , BAP(4+3) cm

Borduri mozaicate inalte din beton armatMosaic tall kerbs of reinforced concrete

TrotuareFootpaths - 1.00 m

Dispozitive de acoperire a rosturilor de dilatareExpansion joint devices D=50 mm

Parapet metalic / Metallic guard rail foarte greu / very heavy

Plasa protectie (panou)Safety netting (panel)

Parapet metalic pietonalPedestrian metallic handrail

Placi de racordare cu terasamentele Transition slabs 6.00x1.10x0.38 m

Pereu la sferturile de conPitching at slope cone-quarters

Dren din piatra bruta Rubble stone drain

Umpluturi de pamant la fundatiiEarthfilling for foundations

Casiuri pe taluzSide ditches on slopes

Scari pe taluzeStairs on slopes

volumul 4.1 bill craiova sud

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