Post on 11-Dec-2014
description
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%
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
Cod articolItem code
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 40l/sec
Statie preepurareWaste water pre-treatment plant 50l/sec
Statie preepurareWaste water pre-treatment plant 60 l/sec
Statie preepurareWaste water pre-treatment plant 115l/sec
Statie preepurareWaste water pre-treatment plant 150l/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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
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
a) Prezenta lista de cantitati contine un numar de 4 articole si un numar de 1 pagina. This Bill of Quantities contains 4 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,
LUCRARI PRELIMINAREPRELIMINARY WORKS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.2 / BILL OF QUANTITIES No. 1.2
Categorii de lucrari / Category of works::
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
a) Prezenta lista de cantitati contine un numar de 4 articole si un numar de 1 pagina. This Bill of Quantities contains 4 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,
TERASAMENTEEARTH WORKS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
LISTA DE CANTITATI DE LUCRARI Nr. 1.2 / BILL OF QUANTITIES No. 1.2
6
0.00
0.00
0.00
0.00
0.00
TERASAMENTEEARTH WORKS
ValoareAmount(RON)
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.3 / BILL OF QUANTITIES No. 1.3
Categorii de lucrari / Category of works::
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
Cod articolItem code
Descrierea lucrarilorWorks description
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
Amorsare cu emulsie cationica cu rupere rapida cu 0,9 kg/mpPriming by cationic emulsion rapid curing, 0,9 kg/m²
Completare cu piatra sparta la acostamenteComplete the shoulders with crushed stone
Amorsare cu emulsie cationica cu rupere rapida cu 0,9 kg/mpPriming by cationic emulsion rapid curing, 0,9 kg/m²
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
Strat inferior de fundatie din balastBallast layer ( subbase )
Umpluturi de pamant din groapa de imprumutFillings with earth from excavation or borrow pit
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.4 / BILL OF QUANTITIES No. 1.4
Categorii de lucrari / Category of works::
0 1 2 3 4 5 6
1 EQ2d m 2,694.00 0.00
TOTAL 0.00
a) Prezenta lista de cantitati contine un numar de 1 articole si un numar de 1 pagina. This Bill of Quantities contains 1 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,
MASURI SIGURANTA CIRCULATIEI -PARAPETESAFETY CIRCULATION MEASUREMENTS - GUARD RAILS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.5 / BILL OF QUANTITIES No. 1.5
Categorii de lucrari / Category of works::
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
###
a) Prezenta lista de cantitati contine un numar de 3 articole si un numar de 1 pagina. This Bill of Quantities contains 3 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,
SCURGEREA APELORWATER DRAINAGE
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.6 / BILL OF QUANTITIES No. 1.6
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
Cod articolItem code
Descrierea lucrarilorWorks description
U. M. U.M. PU
(RON)Valoare(RON)
Pichetarea de detaliu a traseului drumuluidetailed marking of the alignment
Curatarea de frunze si crengicleaning the site of leaves, branches, etc.
Curatarea de tufisuri si arbustiCleaning the site of bushes and shrubs
Taierea arborilor Cutting trees
Scoaterea radacinilor arborilorRemoving tree roots
Decapare si depozitare pamant vegetalStripping and storage of top soil
Umpluturi de pamant din groapa de imprumutFillings with earth from borrow pit
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
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
Binder in strat de legatura tip BAD25Jointing layer of bituminous mixture – binder course BAD 25
Mixtura in strat de baza tip AB2Asphalt mixture AB2 (base layer)
Strat superior de fundatie din balast stabilizatUpper layer of stabilized ballast foundation
Strat inferior de fundatie din balastBallast layer ( subbase )
Strat de forma din materiale granulare Granular material in capping layer
Amorsare cu emulsie cationica cu rupere rapida cu 0,6 kg/mpPriming by cationic emulsion rapid curing, 0,6 kg/m²
Amorsare cu emulsie cationica cu rupere rapida cu 0,9 kg/mpPriming by cationic emulsion rapid curing, 0,9 kg/m²
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.
The Bidder is responsible for the values in columns 5 and 6;
BENEFICIAR, OFERTANT,EMPLOYER, BIDDER,
Structura rutiera cu pavele autoblocanteRoad structure with interlocking block
Borduri prefabricate beton 10 x 15 cm10 x 15 precast concrete kerbs
Borduri prefabricate beton 20 x 25 cm20 x 25 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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.7 / BILL OF QUANTITIES No. 1.7
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
Cod articolItem code
Descrierea lucrarilorWorks description
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
Decapare si depozitare pamant vegetalStripping and storage of top soil
Umpluturi de pamant din groapa de imprumutFillings with earth from borrow pit
Imbracare taluz terasament cu pamant vegetal Top soil on slopes
Beton de ciment de tip BcR 4,5 , cu grosimea de 22 cmCement concrete pavement BcR 4,5 , 22 cm thick
Strat superior de fundatie din balast stabilizatUpper layer of stabilized ballast foundation
Strat inferior de fundatie din balastBallast layer ( subbase )
Strat de forma din materiale granulare Granular material in capping layer
Pavaj autoblocant Interlocking block paving
ImprejmuireFencing
Amenajare spatii verziGreen areas arrangement (Landscaping)
Borduri prefabricate beton 20 x 25 cm20 x 25 precast concrete kerbs
Rigole dreptunghiulare din beton monolite cu placute carosabileMonolith concrete rectangular gutters with concrete precast slabs
Pichetarea de detaliu a traseului drumuluidetailed marking of the alignment
Curatarea de tufisuri si arbustiCleaning the site of bushes and shrubs
Decapare si depozitare pamant vegetalStripping and storage of top soil
Geotextil anticontaminatorinsulator geotextile
Umpluturi de pamant din groapa de imprumutFillings with earth from borrow pit
Imbracare taluz terasament cu pamant vegetal Top soil on slopes
Strat de forma din materiale granulare Granular material in capping layer
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###
a) Prezenta lista de cantitati contine un numar de 38 articole si un numar de 2 pagina. This Bill of Quantities contains 38 articles and 2 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,
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
Amorsare cu emulsie cationica cu rupere rapida cu 0,9 kg/mpPriming by cationic emulsion rapid curing, 0,9 kg/m²
Marcajul longitudinal 15 cm latimeLongitudinal road marking 15 cm width
Marcaje diverse si transversaleTransversal and miscella neous road marking
Procurare si montare indicatoare rutiereProvision and installation of the road signs
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.8 / BILL OF QUANTITIES No. 1.8
Categorii de lucrari / Category of works::
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
Cod articolItem code
Descrierea lucrarilorWorks description
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)
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 11 cadre(b=14.58m)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 11frames type P 2 (b=14.58m)
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 14 cadre(b=18.00m)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 14frames type P 2 (b=18.00m)
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 18 cadre(b=22.80m)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 18frames type P 2 (b=22.80m)
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.
The Bidder is responsible for the values in columns 5 and 6;
BENEFICIAR, OFERTANT,
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.9 / BILL OF QUANTITIES No. 1.9
Categorii de lucrari / Category of works::
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
a) Prezenta lista de cantitati contine un numar de 7 articole si un numar de 1 pagina. This Bill of Quantities contains 7 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,
SEMNALIZARE SI MARCAJE RUTIEREROAD SIGNALLING AND MARKINGS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
Procurare si montare indicatoare rutiereProvision and installation of the road signs
Marcajul longitudinal 15 cm latimeLongitudinal road marking 15 cm width
Marcaje diverse si transversaleTransversal and miscella neous road marking
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.10 / BILL OF QUANTITIES No. 1.10
Categorii de lucrari / Category of works::
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.
The Bidder is responsible for the values in columns 5 and 6;
BENEFICIAR, OFERTANT,
EMPLOYER, BIDDER,
RETELE ILUMINAT PUBLICPUBLIC LIGHTING NETWORKS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
OBIECTIV: VARIANTA OCOLIRE CRAIOVA SUD / BY PASS CRAIOVA SUD
LUCRARI DE DRUM / ROAD WORKS
LISTA DE CANTITATI DE LUCRARI Nr. 1.11 / BILL OF QUANTITIES No. 1.11
Categorii de lucrari / Category of works::
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;
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,
MUTARI SI PROTEJARI RETELE UTILITATIRELOCATION AND PROTECTION OF UTILITIES NETWORKS
Nr.No
Cod articolItem code
Descrierea lucrarilorWorks description
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
Cod articolItem code
Descrierea lucrarilorWorks description
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;
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,
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