Persoana juridica achizitoare SC MIZARA IMPEX SRL Obiectivul: Obiectul: 0175 0001 45000000 45000000

Formularul F3 "STRUCTURA DE SPRIJIN A AFACER ILOR LOGISTICS EORO DANUBE BRAILA" Amenajare teren

Lista cu cantitatile de lucrari Deviz oferta LOG018 AMENAJARE SI NIVELARE TEREN Categoria de lucrari: 0175 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. 140.000 0.00 0.00 CURATAREA TERENULUI DE IARBA SI BURUIENI 46.06 6448.40 0.00 0.00 0.00 0.00 0.000 0 Total= 6448.40 002 TSC03D1 100 MC. 303.000 0.00 SAPAT.MEC.CU EXC.DE 0,41-0,7 MC IN PAM. 0.00 CU UMIDITATE.NATURAL DESC.DEP.TEREN CAT 206.50 4 0.00 0.000 0 Total= 003 TSD03C1 100 MC. 283.000 0.00 IMPRAST.PAM.AFINAT CU BULD.PE SENILE DE 0.00 81-180 CP IN STRAT.CU GROS.DE 21-30 CM 33.60 TER.CAT.1 SAU 2 0.00 0.000 0 Total= 004 TSD08A1 100 MC. 283.000 0.00 COMPACT.CU UMPLUT.CU COMPACT.PE PNEURI. 21.14 AUTOPROP.DE 10,1-16T IN STRAT.DE 15-25CM 224.40 GROS IN PAM NECO 0.00 0.000 0 Total= 005 TSE04C1 100 MP. 140.000 0.00 NIVELAREA SUPR.TEREN.SI PLATF.DE TERASM. 0.00 EXEC.CU BULDOZ.PE TRACT.81-180CP IN 6.23 TEREN CATEG.3 SI 4 0.00 0.000 0 Total= 006 TSD24A1 MP. 2000.000 COMPACT.TER.NAT.CU ESCAV.1,0-1,39MC CUPA,CU ECHIP DE SONETA -MAI 5TO 0.000 007 TSC19D1 100 MC. 20.000 SAPAT.CU BULDOZ.PE TRACT.81-180CP INCL. IMPING.PAMINTULUI LA 10 M TEREN CAT.4 0.000 0.00 1.15 17.00 0.00 0 Total= 0.00 0.00 152.60 0.00 0 Total= 0.00 0.00 62569.50 0.00 62569.50 0.00 0.00 9508.80 0.00 9508.80 0.00 5982.62 63505.20 0.00 69487.82 0.00 0.00 872.20 0.00 872.20 0.00 2300.00 34000.00 0.00 36300.00 0.00 0.00 3052.00 0.00 3052.00

008 TSE04C1 100 MP. 20.000 0.00 NIVELAREA SUPR.TEREN.SI PLATF.DE TERASM. 0.00 EXEC.CU BULDOZ.PE TRACT.81-180CP IN 6.23 TEREN CATEG.3 SI 4 0.00 0.000 0 Total= 009 TSC17C1 100 M. 1.000 0.00 SAPATURA LA RIGOLE SECT.TRIUNGHI.0,4M 16.10 ADINC.CU AUTOGREDER PINA LA 175CP IN 69.30 TEREN CAT 3 0.00 0.000 0 Total= 010 YB01RON [ 2] LEI. EFECTUAREA DE TESTE TEHNOLOGICE 0.000 700.000 0.00 1.00 0.00 0.00 0 Total=

0.00 0.00 124.60 0.00 124.60 0.00 16.10 69.30 0.00 85.40 0.00 700.00 0.00 0.00 700.00 140400.00 53200.00 0.00 0.00 193600.00

011 IFB04C1 M.C. 2000.000 70.20 ANROCAMENTE DIN PIATRA BRUTA 51-100 KG/ 26.60 BUC EXEC PRIN ASEZARE INGRIJITA LA 0.00 PROTECTIA TALUZELOR. 0.00 0.000 0 Total=

LOG018 pag 2 ================================================================= 012 IFB09B4 [ 1] MP. 2470.000 19.44 48016.80 FILTRU INVERS DIN PIATRA SPARTA DE 0.5M 1.40 3458.00 GROSIME 0.00 0.00 0.00 0.00 0.000 0 Total= 51474.80 013 TSE04C1 100 MP. 25.000 0.00 NIVELAREA SUPR.TEREN.SI PLATF.DE TERASM. 0.00 EXEC.CU BULDOZ.PE TRACT.81-180CP IN 6.23 TEREN CATEG.3 SI 4 0.00 0.000 0 Total= 014 IFE01A1 M.STER 360.000 RECOLTARE NUIELE SAU CRENGI DIN ZAVOILASTARIS. 0.000 015 IFE02A1 M 12150.000 FASCINE CONFECTIONATE DIN NUIELE D=2-5 CM CU DIAMETRUL DE 15 CM 0.000 015 2958940 M.STER 360.000 NUIELE SALCIE TIP A PT CONSTR GARD L 2, 5M GR2,5-4,0CM 0.250 0.00 12.32 0.00 0.00 0 Total= 0.18 0.77 0.00 0.00 0 Total= 25.00 0.00 0.00 0.03 90 Total= 0.00 0.00 155.75 0.00 155.75 0.00 4435.20 0.00 0.00 4435.20 2187.00 9355.50 0.00 0.00 11542.50 9000.00 0.00 0.00 9.00 9009.00 1093.50 9153.00 1539.00 0.00 11785.50 0.00 840.00 0.00 0.00 840.00 0.00 2646.00 36180.00 0.00 38826.00 76455.00 8400.00 675.00 10.35 85540.35 69189.25 3416.00 87596.00 0.00 160201.25

016 IFE12A1-1 MP. 1350.000 0.81 CONFECTIONAREA SALTELELOR DIN FASCINE DE 6.78 NUIELE PEPLAN INCLINAT GROS.SALTELEI DE 1.14 0,45 M. 0.00 0.000 0 Total= 017 IFE11A1 M 1000.000 0.00 PUNEREA IN OPERA A CILINDRILOR DIN 0.84 NUIELE SAU FASCINE PE TALUZ CU PANTA 0.00 PINA LA 30 %, FARA FIXAR 0.00 0.000 0 Total= 018 IFE14A1 MP. 1350.000 SCUFUND.MAN. SALTELE AD.>1M 0,60 M LESTARE PIATRA BRUTA 0.000 019 IFC12A1 MP. 1500.000 PLAN INCLINAT PENTRU CONFECTIONAT SALTEA DE FASCINE. 0.069 0.00 1.96 26.80 0.00 0 Total=

50.97 5.60 0.45 0.01 104 Total=

020 H2C09C1 [ 1] TONA 1525.000 45.37 IMBRAC.PROTEC.LUCR.HIDRO. 800-1500KG/ 2.24 BUC.PUS IN OPERA CU MAC.PLUT.0,15 MN SI 57.44 GAB.FIX.500 T.INT.PO 0.00 0.000 0 Total=

Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT 193.500 346341.55 110350.82 299847.35 19.35 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 299847.35 Detaliere transporturi: -Transport auto Alte cheltuieli directe: -CAS: -SOMAJ: ( ( 110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.20800 = 193.500x 0.10= TOTAL 756559.07

19.35

22 952.97 551.75 5 738.24 297.95 275.88

110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.00500 = -SANATATE 5.2% ( 110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.05200 = -ACCIDENTE MUNCA SI BOLI PROFESIONALE 0.27% ( 110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.00270 = -FOND GARANTARE SALARII 0.25% ( 110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.00250 =

LOG018 pag 3 ================================================================= -FOND CONCEDIU MEDICAL 0.85% ( 110350.82 + 299847.35 * 0.000 + 19.35 * 0.000) * 0.00850 = 937.98 Total cheltuieli directe: GREUTATE 193.500 MATERIALE MANOPERA UTILAJ 346341.55 141105.59 299847.35 TRANSPORT 19.35 TOTAL 787313.84 78 731.39 86 604.52 952 649.75 228 635.94 1 181 285.69 CONTRACTANT (OFERTANT)

Cheltuieli indirecte: 787313.84 * 0.1000 = Profit: 866045.23 * 0.1000 = TOTAL GENERAL DEVIZ: TVA 952649.75 * 24.0% = TOTAL cu TVA PROIECTANT DEVIZIER

LOG028 pag 1 ================================================================= Persoana juridica achizitoare Formularul F3 SC MIZARA IMPEX SRL Obiectivul: Obiectul: 0175 0001 45000000 45000000 "STRUCTURA DE SPRIJIN A AFACER ILOR LOGISTICS EORO DANUBE BRAILA" Amenajare teren

Lista cu cantitatile de lucrari Deviz oferta LOG028 CONSOLIDARE TEREN Categoria de lucrari: 0175 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 H2D08D1 M 36830.000 2.06 75869.80 FISA PILOTILOR PREF.DIN BET.BATUTI DE PE 14.49 533666.70 USCAT CU SONETA MEC IN POZ VERTICALA L> 36.36 1339138.80 20 M. 0.00 11.05 0.003 110 Total= 1948686.35 002 H2B04B1 M.C. 8500.000 TURN.BET HIDR ARMAT IN ELEM SPEC PREF.PE SANTIER 0.000 1.00 30.59 66.70 0.00 0 Total= 8500.00 260015.00 566950.00 0.00 835465.00 1897625.00 5100.00 35785.00 316.20 1938826.20 3500.00 20650.00 0.00 0.00 24150.00 0.00 700.00 0.00 0.00 700.00 156750.00 22050.00 14700.00 0.00 193500.00 85585.20 2540.40 0.00

003 CZ0108G1 M.C. 8500.000 223.25 PREPARARE BETON B300 AGREG.GRELE