RAVEDIA CONSTRUCT SRL BREAZAInregistrata la registrul comertului din judetul PrahovaSub numarul J29/635/2010Codul unic de inregistrare: RO26930040SEDIUL BREAZA, STR. ARMONIEI, NR. 72 c, Judetul PrahovaNr. /

Ctre,PRIMRIA ORASULUI BREAZA, JUDEUL PRAHOVA

OFERT DE PRE

n urma solicitrii dumneavoastr de pre v prezentm oferta noastr financiar n ceea ce privete execuia lucrrilor de Asfaltare piata- oras Breaza 65.515,33 lei fr TVA.Menionm faptul c termenul de execuie pentru obiectivul menionat este de 30 de zile de la primirea ordinului de ncepere.n sperana c vom fi considerai utili,Cu stim i consideraie,

RAVEDIA CONSTRUCT SRL

RAVEDIA CONSTRUCT SRL BREAZA FORMULAR F2 OBIECTIV PROIECTANT PRIMARIA ORAS BREAZA CENTRALIZATORUL cheltuielilor pe categorii de lucrari,pe obiecte OBIECT: PARCARE PIATA-ORAS BREAZA ----------------------------------------------------------------------------------------------------|Nr. |Nr.cap./subcap.| Cheltuieli pe categoria de lucrari | Valoarea, exclusiv TVA ||Crt. |deviz pe obiect| |---------------------------------|| | | | Lei | Euro ||-----|---------------|------------------------------------------|----------------|----------------|| 0 | 1 | 2 | 3 | 4 ||-----|---------------|------------------------------------------|----------------|----------------|| 1 | I | Lucrari de constructii | | ||-----|---------------|------------------------------------------|----------------|----------------|| 2 | 1 | Drumuri si poduri | 11943.12 | 2727.11 ||-----|---------------|------------------------------------------|----------------|----------------|| | | PAR008 TERASAMENTE PIATA | 11943.12 | 2727.11 ||-----|---------------|------------------------------------------|----------------|----------------|| 3 | 2 | Alte categorii de constructii | 53572.21 | 12232.77 ||-----|---------------|------------------------------------------|----------------|----------------|| | | PAR018 TROTUARE -PIATA | 53572.21 | 12232.77 ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | TOTAL I | 65515.33 | 14959.89 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------|| 4 | II | Montaj utilaje si echipamente tehnologice| | ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | TOTAL II | 0.00 | 0.00 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------|| 5 | III | Procurare | | ||-----|---------------|------------------------------------------|----------------|----------------|| 6 | 3 | Utilaje si echipamente tehnologice | 0.00 | 0.00 ||-----|---------------|------------------------------------------|----------------|----------------|| 7 | 4 | Utilaje si echipamente de transport | 0.00 | 0.00 ||-----|---------------|------------------------------------------|----------------|----------------|| 8 | 5 | Dotari | 0.00 | 0.00 ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | TOTAL III | 0.00 | 0.00 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | TOTAL VALOARE (exclusiv TVA): | 65515.33 | 14959.89 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | Taxa pe valoarea adaugata | 15723.68 | 3590.37 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------|| | | | | || | | TOTAL VALOARE ( inclusiv TVA ) : | 81239.01 | 18550.26 || | | | | ||-----|---------------|------------------------------------------|----------------|----------------| Cursul de referinta = 4.3794 lei/euro din data de 19.03.2012 Executant Proiectant

Formularul F3 Obiectivul: 0138 000000138 PRIMARIA ORAS BREAZA Obiectul: 0001 1 PARCARE PIATA-ORAS BREAZA Lista cu cantitatile de lucrari Deviz oferta PAR008 TERASAMENTE PIATA Categoria de lucrari: 1000 Preturile sunt exprimate in RON ================================================================= = NR. SIMBOL ART. CANTITATE UM PU MAT VAL MAT = = D E N U M I R E PU MAN VAL MAN = = A R T I C O L PU UTI VAL UTI = = PU TRA VAL TRA = = SPOR MAT MAN UTI GR./UA GR.TOT. T O T A L = ================================================================= 001 TSC15A1 100 MC. 2.020 0.00 0.00 SAP.PAM.CU EXC.100-120CP.GREIF 0,7-1MC 0.00 0.00 IN T.NECOEZ.UMIDIT.NAT.DISL.IN SPATI 145.75 294.42 PINA LA 8 M DESC.IN 0.00 0.00 0.000 0 Total= 294.42 002 TRA01A05P TONA 363.000 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 5 KM 0.00 0.00 1.80 653.40 0.000 0 Total= 653.40 003 TRB01C13 TONA 363.000 0.00 0.00 TRANSPORTUL MATERIALELOR CU ROABA PE 3.38 1226.92 PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00 GRUP1-3 DISTANTA 30M 0.00 0.00 0.000 0 Total= 1226.92 004 TSD03B1 100 MC. 2.020 0.00 0.00 IMPRAST.PAM.AFINAT CU BULD.PE SENILE DE 0.00 0.00 81-180 CP IN STRAT.CU GROS.DE 15-20 CM 52.93 106.92 TER.CAT.3 SAU 4 0.00 0.00 0.000 0 Total= 106.92 005 TSD07H1 100 MC. 2.020 0.00 0.00 COMPACTAREA UMPLUT.CU RULOU COMPRESOR 10 24.85 50.20 -12T EXCL.PAM.COEZ.GRAD.COMPACT.100 % 296.35 598.63 0.00 0.00 0.000 0 Total= 648.83 006 DA06A1 M.C. 202.000 17.01 3436.59 STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 5.77 1165.27 REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.92 1196.24 ASTERNERE MANUAL 0.00 0.00 0.000 0 Total= 5798.10 007 TRA01A15 TONA 363.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 15 KM. 4.50 1633.50 0.000 0 Total= 1633.50 Cheltuieli directe din articole:

PAR008 pag 2 ================================================================= GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.000 3436.59 2442.39 2196.21 2286.90 10362.08 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 2196.21 Detaliere transporturi: -Articole TRA 2 286.90 Alte cheltuieli directe: -CAS: ( 2442.39 + 2196.21 * 0.000 + 2286.90 * 0.000) * 0.20800 = 508.02 -SOMAJ: ( 2442.39 + 2196.21 * 0.000 + 2286.90 * 0.000) * 0.00500 = 12.21 -FOND DE RISC ( 2442.39 + 2196.21 * 0.000 + 2286.90 * 0.000) * 0.05200 = 127.00 -CONCEDII SI INDEMNIZATII ( 2442.39 + 2196.21 * 0.000 + 2286.90 * 0.000) * 0.00242 = 5.91 -FOND GARANTARE ( 2442.39 + 2196.21 * 0.000 + 2286.90 * 0.000) * 0.01100 = 26.87 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.000 3436.59 3122.40 2196.21 2286.90 11042.09 Cheltuieli indirecte: 11042.09 * 0.0400 = 441.68 Profit: 11483.77 * 0.0400 = 459.35 TOTAL GENERAL DEVIZ: 11 943.12 TVA 11943.12 * 24.0% = 2 866.35 TOTAL cu TVA 14 809.47 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER

PAR018 pag 3 ================================================================= Formularul F3 Obiectivul: 0138 000000138 PRIMARIA ORAS BREAZA Obiectul: 0001 1 PARCARE PIATA-ORAS BREAZA Lista cu cantitatile de lucrari Deviz oferta PAR018 TROTUARE -PIATA Categoria de lucrari: 1000 Preturile sunt exprimate in RON ================================================================= = NR. SIMBOL ART. CANTITATE UM PU MAT VAL MAT = = D E N U M I R E PU MAN VAL MAN = = A R T I C O L PU UTI VAL UTI = = PU TRA VAL TRA = = SPOR MAT MAN UTI GR./UA GR.TOT. T O T A L = ================================================================= 001 TSG02A1 100 MP. 13.470 0.00 0.00 CURATAREA TERENULUI DE IARBA SI BURUIENI 32.90 443.16 0.00 0.00 0.00 0.00 0.000 0 Total= 443.16 002 DB01A1 MP. 1077.000 0.00 3.23 CURATIREA PT APLIC IMBRAC SAU TRATAM 0.00 0.00 BITUM A STRATSUPORT DIN BET CIM SAU PAV 0.01 10.99 PIATRA BITUMATE MEC 0.00 0.00 0.000 0 Total= 14.22 003 DG04A1 M 258.000 0.00 0.00 DESFACEREA DE BORDURI DE PIATRA SAU DE 0.74 192.20 BETON ORICEDIMENSIUNE ASEZATE PE NISIP 0.00 0.00 0.00 0.00 0.000 0 Total= 192.20 004 TRI1AA02C2 TONA 31.000 0.00 0.00 INCARCAREA MATERIALELOR,GRUPA A-GRELE IN 2.25 69.75 BULGARI,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00 AUTO CATEG.2 0.00 0.00 0.000 0 Total= 69.75 005 TRA01A15 TONA 31.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 15 KM. 4.50 139.50 0.000 0 Total= 139.50 006 DB02C1 100 MP. 13.470 0.00 0.00 AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 16.50 222.25 IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00 TAIAT 0.00 0.00 0.000 0 Total= 222.25 007 2600323 KG 902.000 1.90 1713.80 EMULSIE DE BITUM CATIONICA CU RUPERE 0.00 0.00 RAPIDA S8877 0.00 0.00 0.00 0.00 0.001 1 Total= 1713.80

PAR018 pag 4 ================================================================= 008 DB16H1 MP. 1347.000 0.02 32.60 IMBRAC BET ASF CU AGREGAT MARUNT EXEC LA 0.26 352.17 CALD IN GROS DE 4,0 CM ASTERN MECANICA 0.75 1013.75 0.00 0.00 0.000 0 Total= 1398.52 009 2001834 TONA 192.000 209.00 40128.00 Beton asfaltic BA8 0.00 0.00 0.00 0.00 0.00 0.00 1.100 211 Total= 40128.00 010 DE11A1 M 258.000 10.32 2662.56 BORD MICI PREF BETON 10 X 15 CM PT 1.52 391.42 INCADR TROTUARESPATII VERZI ALEI ASEZATE 0.00 0.00 FUND BETON 10 X 20 C 0.00 0.00 0.034 9 Total= 3053.98 011 2100945 M.C. 5.160 140.00 722.40 BETON DE CIMENT B 150 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0 Total= 722.40 012 TRA01A15 TONA 215.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 15 KM. 4.50 967.50 0.000 0 Total= 967.50 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 221.029 45262.59 1670.96 1024.74 1107.00 49065.29 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 1024.74 Detaliere transporturi: -Articole TRA 1 107.00 Alte cheltuieli directe: -CAS: ( 1670.96 + 1024.74 * 0.000 + 1107.00 * 0.000) * 0.20800 = 347.56 -SOMAJ: ( 1670.96 + 1024.74 * 0.000 + 1107.00 * 0.000) * 0.00500 = 8.35 -FOND DE RISC ( 1670.96 + 1024.74 * 0.000 + 1107.00 * 0.000) * 0.05200 = 86.89 -CONCEDII SI INDEMNIZATII ( 1670.96 + 1024.74 * 0.000 + 1107.00 * 0.000) * 0.00242 = 4.04 -FOND GARANTARE ( 1670.96 + 1024.74 * 0.000 +

PAR018 pag 5 ================================================================= 1107.00 * 0.000) * 0.01100 = 18.38 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 221.029 45262.59 2136.19 1024.74 1107.00 49530.52 Cheltuieli indirecte: 49530.52 * 0.0400 = 1 981.22 Profit: 51511.74 * 0.0400 = 2 060.47 TOTAL GENERAL DEVIZ: 53 572.21 TVA 53572.21 * 24.0% = 12 857.33 TOTAL cu TVA 66 429.54 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER

FORMULAR C6 Lista consumurilor de resurse materiale --------------------------------------- Lucrarea: PRIMARIA ORAS BREAZA Devize: PAR008 PAR018 -------------------------------------------------------------------------------------------------------------------------- |Nr. | Denumirea resursei materiale | U.M. |Consumuri| Pret unitar | Valoare | Furnizor |Greutate| |Crt.| | |cuprinse |(exclusiv TVA)|(exclusiv TVA)| | (tone) | | | | |in oferta| RON | RON | | | |----|------------------------------------------|------|---------|--------------|--------------|----------------|--------| | 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | |----|------------------------------------------|------|---------|--------------|--------------|----------------|--------| | 1| 2001834 Beton asfaltic BA8 |TONA | 192.00| 209.000| 40128.00| | 211.200| | 2| 2100024 CIMENT PORTLAND P 40 SACI S 388 |KG | 263.16| 0.400| 105.26| | 0.266| | 3| 2100945 BETON DE CIMENT B 150 STAS 3622 |M.C. | 5.16| 140.000| 722.40| | 12.694| | 4| 2200393 BALAST NESPALAT DE RIU 0-70 MM |M.C. | 264.82| 12.800| 3389.72| | 450.197| | 5| 2200513 NISIP SORTAT NESPALAT DE RIU SI |M.C. | 0.77| 20.000| 15.48| | 1.045| | | LACURI 0,0-3,0 MM | | | | | | | | 6| 2600323 EMULSIE DE BITUM CATIONICA CU |KG | 902.00| 1.900| 1713.80| | 0.992| | | RUPERE RAPIDA S8877 | | | | | | | | 7| 2800325 BORDURA BETON PT TROTUARE |M | 259.29| 9.800| 2541.04| | 8.557| | | 750X150X100 B2 S 1139 | | | | | | | | 8| 3421097 OTEL PATRAT LAM.CALD S 334 OL37- |KG | 14.82| 2.200| 32.60| | 0.015| | | 1N LT= 30 | | | | | | | | 9| 6202806 APA INDUSTRIALA PT.LUCR.DRUMURI- |M.C. | 50.10| 1.000| 50.10| | 50.095| | | TERASAMENTE IN CISTERNE | | | | | | | | 10| 6202818 APA INDUSTRIALA PENTRU MORTARE SI|M.C. | 0.77| 1.000| 0.77| | 0.774| | | BETOANE DELA RETEA | | | | | | | |----|------------------------------------------|------|---------|--------------|--------------|----------------|--------| | | T O T A L | | | RON | 48699.17| | 735.834| | | | | |--------------|--------------|----------------|--------| | | | | | EURO | 11120.06| | | -------------------------------------------------------------------------------------------------------------------------- Ofertant

FORMULAR C7 Lista consumurilor cu mana de lucru ----------------------------------- Lucrarea: PRIMARIA ORAS BREAZA Devize: PAR008 PAR018 -------------------------------------------------------------------------------------------------------------------------- |Nr. | Denumirea meseriei |Consumuri (om-ore) |Tarif mediu |Valoare(exclusiv TVA)| Procent | |Crt.| |cu manopera directa | RON/ora | RON | 100% | | | | | | (2 x 3) | | |----|--------------------------------------------|--------------------|------------|---------------------|--------------| | 0 | 1 | 2 | 3 | 4 | 5 | |----|--------------------------------------------|--------------------|------------|---------------------|--------------| | 1| 101 ASFALTATOR | 114.885 | 5.000| 574.43 | 574.43| | 2| 128 PAVATOR | 278.916 | 5.000| 1394.58 | 1394.58| | 3| 196 SAPATOR | 35.025 | 5.000| 175.12 | 175.12| | 4| 199 MUNCITOR DESERVIRE CONSTRUCTII- | 379.894 | 5.000| 1899.47 | 1899.47| | | MONTAJ | | | | | | 5| 3197 MUNCITOR INCARCARE-DESCARE | 13.950 | 5.000| 69.75 | 69.75| | | MATERIALE | | | | | |----|--------------------------------------------|--------------------|------------|---------------------|--------------| | | T O T A L | 822.670 | RON | 4113.35 | 4113.35| | | | |------------|---------------------|--------------| | | | | EURO | 939.25 | 939.25| -------------------------------------------------------------------------------------------------------------------------- Ofertant

FORMULAR C8 Lista consumurilor de ore de functionare a utilajelor de constructii -------------------------------------------------------------------- Lucrarea: PRIMARIA ORAS BREAZA Devize: PAR008 PAR018 -------------------------------------------------------------------------------------------------------------------------- |Nr. | Denumirea utilajului de constructii | Consumuri | Tarif orar | Valoare (exclusiv TVA)| |Crt.| | ore de functionare | RON/ | RON | | | | | ora functionare | (2 x 3) | |----|--------------------------------------------|----------------------|-----------------------|-----------------------| | 0 | 1 | 2 | 3 | 4 | |----|--------------------------------------------|----------------------|-----------------------|-----------------------| | 1| 3516 EXCAVATOR GRAIFER 0,71-1,25MC | 5.353 | 55.000 | 294.42 | | 2| 3554 BULDOZER PE SENILE 81-180CP | 1.596 | 67.000 | 106.92 | | 3| 4004 COMPACTOR AUTOPROP.CU RULOUR. | 16.629 | 36.000 | 598.63 | | | (VALTURI) PINA LA 12TF | | | | | 4| 4005 COMPACTOR STATIC AUTOPROP.,CU | 38.045 | 36.000 | 1369.62 | | | RULOURI(VALTURI),R8-14;DE 14TF | | | | | 5| 4008 COMPACTOR STATIC AUTOPROP.PE | 7.139 | 36.000 | 257.01 | | | PNEURI10,1-16TF | | | | | 6| 4026 PERIE MEC.PT CURATAT FUNDATII | 0.323 | 16.000 | 5.17 | | | DRUMURI 6 CP | | | | | 7| 4046 REPARTIZATORFINISORMIXTURIASFALTICEM | 7.139 | 70.000 | 499.74 | | | OT.TERM.FARAPALPATOR92CP | | | | | 8| 5603 AUTOCISTERNA CU DISP.DE STROP CU M. | 4.969 | 18.000 | 89.44 | | | A.J. 5-8T | | | | |----|--------------------------------------------|----------------------|-----------------------|-----------------------| | | T O T A L | 81.193 | RON | 3220.95 | | | | |-----------------------|-----------------------| | | | | EURO | 735.48 | -------------------------------------------------------------------------------------------------------------------------- Ofertant

FORMULAR C9 Lista consumurilor privind transporturile ----------------------------------------- Lucrarea: PRIMARIA ORAS BREAZA Devize: PAR008 PAR018 -------------------------------------------------------------------------------------------------------------------------- |Nr. | Tip de transport |Elemente rezultate din analiza lucrarilor| Tarif unitar |Valoare(exclusiv TVA)| |Crt.| | ce urmeaza a fi executate | RON/ | RON | | | |-----------------------------------------| tona | | | | | tone | km. | ore de | | | | | | transportate | parcursi | functionare | | | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | 0 | 1 | 2 | 3 | 4 | 5 | 6 | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | 1. | Transport auto (total) din care,pe | 972.000 | | | | 3393.90 | | | categorii | | | | | | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | | 1.001 TRA01A05P | 363.000 | | | 1.800 | 653.40 | | | TRANSPORTUL RUTIER AL | | | | | | | | PAMINTULUI SAU MOLOZULUI CU | | | | | | | | AUTOBASCULANTA DIST.= 5 KM | | | | | | | | 1.002 TRA01A15 | 609.000 | | | 4.500 | 2740.50 | | | TRANSPORTUL RUTIER AL | | | | | | | | MATERIALELOR,SEMIFABRICATELOR| | | | | | | | CU AUTOBASCULANTA PE DIST.= | | | | | | | | 15 KM. | | | | | | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | 2. | Transport pe cale ferata (total) | | | | | 0.00 | | | din care,pe categorii | | | | | | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | 3. | Alte transporturi (total) | | | | | | |----|------------------------------------|--------------|----------|---------------|--------------|---------------------| | | T O T A L | 972.000 | | | RON | 3393.90 | | | | | | | EURO | 774.97 | -------------------------------------------------------------------------------------------------------------------------- Ofertant