Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066000 RETEA EXT.ALIMENTARE CU APA Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA02F1 M.C. 532.500 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ 19.12 10184.06 VERT.NESPR.IN PAM.COEZ.MIJ.SI F.COEZ. 0.00 0.00 ADINC.<1,5M T.TARE 0.00 0.00 10184.06 002 ACE08A1 M.C. 85.000 45.10 3833.50 UMPLUTURA IN SANT.LA COND.DE ALIM.CU APA 5.18 440.73 SI CANALIZARE CU: NISIP 0.00 0.00 0.00 0.00 4274.23 003 TSD01C1 M.C. 510.000 0.00 0.00 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT, 3.68 1877.06 STRAT UNIFORM 10-30CM.GROS CU SFARIM. 0.00 0.00 BULG.TEREN TARE 0.00 0.00 1877.06 004 TSD04A1 M.C. 510.000 0.21 107.10 COMPACTAREA CU MAI.DE MINA A UMPLUT. 7.39 3771.45 EXECUT.PE STRAT.CU UDAREA FIEC.STRAT DE 0.00 0.00 10CM GROS.T.NECOEZIV 0.00 0.00 3878.55 005 ACA11B1 [ 1] M 632.000 0.32 201.61 MONTARE TEAVA PEHD IN PAMINT,IN 5.95 3760.40 EXTERIORUL CLADIRILOR,AVIND DN 50 MM 10.50 6636.00 0.00 0.00 10598.01 005 6701125 M 695.200 6.49 4511.85 @TV HDPE80 312UNI7611.7615 PN6 DN 50X2.9 0.00 0.00 COD 64000088 0.00 0.00 0.00 0.00 4511.85 006 ACA11A1 [ 1] M 75.000 0.32 23.93 MONTARE TEAVA PEHD IN PAMINT,IN 3.40 255.00 EXTERIORUL CLADIRILOR,AVIND DN 25 MM 6.00 450.00 0.00 0.00 728.92 006 6701122 M 82.500 2.05 169.12 @TV HDPE80 312UNI7611.7615 PN6 DN 25X1.6 0.00 0.00 COD 64000085 0.00 0.00 0.00 0.00 169.12 007 ACD04I1 [ 1] BUC. 5.000 1118.51 5592.57 CAMIN VIZITARE DIN TUB BETON LA CANALE 183.85 919.27 CU DN 1000 MM PENTRU CAPTARE IZVOR 83.25 416.24 0.00 0.00 6928.09 007 2101171 M.C. 0.485 240.00 116.40 MORTAR DE ZIDARIE M 50 S 1030 0.00 0.00 0.00 0.00 0.00 0.00 116.40 007 2100945 M.C. 20.050 250.00 5012.50 BETON DE CIMENT B 150 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 5012.50 008 ACD01J1 BUC. 5.000 894.49 4472.43 CAPAC SI RAMA STAS 2308-81 PENTRU CAMINE 18.70 93.50 CU PIESA SUPORT CAROSABIL TIP III A 0.00 0.00 0.00 0.00 4565.93 009 ACA17A1 [ 2] BUC. 16.000 0.00 0.00 FITING PEHD PENTRU INSTALATII APA SI 5.10 81.60 CANALIZARE 9.00 144.00 0.00 0.00 225.60

066000 pag 2 ====================================================================================================================== 009 7500116 BUC. 5.000 11.50 57.50 RACORD <WATERKIT> COMPRESIUNE D.50x1" FE 0.00 0.00 0.00 0.00 0.00 0.00 57.50 009 7500117 BUC. 9.000 24.73 222.57 MUFA ELECTROFUZIUNE PE D=50 0.00 0.00 0.00 0.00 0.00 0.00 222.57 009 7500118 BUC. 2.000 69.88 139.76 TEU ELECTROFUZIUNE POLIETILENA PE 100- 0.00 0.00 SDR 11-D=50x50x50 0.00 0.00 0.00 0.00 139.76 010 TRA01A50 TONA 118.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 50 KM. 79.38 9366.84 9366.84 011 TRA01A25 TONA 118.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 25 KM. 39.69 4683.42 4683.42 012 TRB01C15 TONA 118.000 0.00 0.00 TRANSPORTUL MATERIALELOR CU ROABA PE 7.41 874.60 PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00 GRUP1-3 DISTANTA 50M 0.00 0.00 874.60 013 TSC35B32 100 MC. 1.075 0.00 0.00 INCARC. AUTO CU INCARC. PE PNEURI CUPA 0.00 0.00 2,6-3,9 MC TEREN CATEG 2 LA DIST. 21-30 279.00 299.93 M 0.00 0.00 299.93 014 TRA01A05P TONA 158.500 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 5 KM 0.00 0.00 7.94 1258.49 1258.49 015 TRA06A50 TONA 51.300 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=50 KM 57.33 2941.03 2941.03 016 TRA06A25 TONA 51.300 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=25 KM 28.67 1470.77 1470.77 017 AUT6729 ORA 16.000 0.00 0.00 MACARA PE PNEURI 10-14,9TF 0.00 0.00 150.00 2400.00 0.00 0.00 2400.00 018 TRA02A50 TONA 15.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 50 KM. 64.50 1006.20 1006.20 019 TRA02A25 TONA 15.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 25 KM. 32.25 503.10 503.10 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 15.609 24460.83 22257.67 10346.17 21229.85 78294.52 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 10346.17 Detaliere transporturi: -Articole TRA 21 229.85 Alte cheltuieli directe: -CAS: ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.20800 = 4 629.60 -SOMAJ:

066000 pag 3 ====================================================================================================================== ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.00500 = 111.29 -SANATATE ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.05200 = 1 157.40 -FOND RISC ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.00196 = 43.63 -FOND GARANTARE ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.00250 = 55.64 -I.T.M. ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.00750 = 166.93 -F.N.U.A.S.S. ( 22257.67 + 10346.17 * 0.000 + 21229.85 * 0.000) * 0.00850 = 189.19 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 15.609 24460.83 28611.35 10346.17 21229.85 84648.19 Cheltuieli indirecte: 84648.19 * 0.0800 = 6 771.86 Profit: 91420.05 * 0.0800 = 7 313.60 TOTAL GENERAL DEVIZ: 98 733.65 TVA 98733.65 * 19.0% = 18 759.39 TOTAL cu TVA 117 493.05 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER

066010 pag 4 ====================================================================================================================== Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066010 ULUCE ADAPATORI-15 BUC Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA04A1 M.C. 54.375 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU SPRIJ. 7.99 434.46 SI EVAC.MAN.IN PAM.CU UMID.NAT.LA ADINC. 0.00 0.00 0,0-1,5M T.USOR 0.00 0.00 434.46 002 DA06A1 M.C. 24.000 29.33 703.90 STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 9.81 235.36 REZIST FILTRANT IZOL AERISIRE ANTCAP CU 19.86 476.52 ASTERNERE MANUAL 0.00 0.00 1415.78 003 CA02G1 M.C. 32.700 0.42 13.73 TURNARE BETON ARMAT LA CONSTRUCTII CU H 29.66 970.04 <35M,IN PERETI SI DIAFRAGME CU GROS 12.00 392.40 <30CM 0.00 0.00 1376.18 003 2100969 M.C. 32.962 280.00 9229.36 BETON DE CIMENT B 250 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 9229.36 004 CA02A1 M.C. 9.750 0.21 2.05 TURNARE BETON ARMAT IN FUNDATII IZOLATE 33.32 324.87 CU VOLUM <3MC 18.00 175.50 0.00 0.00 502.42 004 2100957 M.C. 9.828 260.00 2555.28 BETON DE CIMENT B 200 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 2555.28 005 CB03A1 MP. 143.000 5.58 798.23 COFRAJE PT.BETON IN PERETI,DIAFRAGME,DIN 6.80 972.40 PANOURI SCINDURI LA CTII CU H<20M CU 0.00 0.00 PLANSEE MONOLIT 0.00 0.00 1770.63 006 CC02F1 KG 366.000 0.03 11.68 MONT ARMAT LA CONSTR H<35M DIN PLASE CU 0.26 96.44 G=1-3KG/MPIN PERETI DIAFRAGME CU DIST 0.00 0.00 DIN PLASTIC 0.00 0.00 108.12 006 2003070 KG 366.000 2.20 805.20 PLASE SUDATE TIP 106 GQ 126(29,4 KG/BUC) 0.00 0.00 OL 37-1K 0.00 0.00 0.00 0.00 805.20 007 CC01A1 KG 30.000 0.05 1.54 MONTARE ARMATURI DIN OTEL BETON D<18MM 0.28 8.41 IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00 MASE PLASTICE 0.00 0.00 9.96 008 CZ0301A1 KG 30.000 2.12 63.63 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII 0.28 8.41 IZOL.CONTINUI SI RADIERE IN ATEL.CENT.OB 0.06 1.70 37 D=6-8MM 0.00 0.00 73.74 009 TRA01A50 TONA 53.500 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 50 KM. 79.38 4246.83 4246.83

066010 pag 5 ====================================================================================================================== 010 TRA01A25 TONA 53.500 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 25 KM. 39.69 2123.41 2123.41 011 TRB01C15 TONA 53.500 0.00 0.00 TRANSPORTUL MATERIALELOR CU ROABA PE 7.41 396.54 PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00 GRUP1-3 DISTANTA 50M 0.00 0.00 396.54 012 TRA06A50 TONA 107.000 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=50 KM 57.33 6134.31 6134.31 013 TRA06A25 TONA 107.000 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=25 KM 28.67 3067.69 3067.69 014 TSC35B32 100 MC. 0.543 0.00 0.00 INCARC. AUTO CU INCARC. PE PNEURI CUPA 0.00 0.00 2,6-3,9 MC TEREN CATEG 2 LA DIST. 21-30 279.00 151.50 M 0.00 0.00 151.50 015 TRA01A05P TONA 98.000 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 5 KM 0.00 0.00 7.94 778.12 778.12 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.682 14184.60 3446.94 1197.61 16350.36 35179.51 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 1197.61 Detaliere transporturi: -Articole TRA 16 350.36 Alte cheltuieli directe: -CAS: ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.20800 = 716.96 -SOMAJ: ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.00500 = 17.23 -SANATATE ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.05200 = 179.24 -FOND RISC ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.00196 = 6.76 -FOND GARANTARE ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.00250 = 8.62 -I.T.M. ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.00750 = 25.85 -F.N.U.A.S.S. ( 3446.94 + 1197.61 * 0.000 + 16350.36 * 0.000) * 0.00850 = 29.30 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.682 14184.60 4430.90 1197.61 16350.36 36163.48 Cheltuieli indirecte: 36163.48 * 0.0800 = 2 893.08 Profit: 39056.55 * 0.0800 = 3 124.52 TOTAL GENERAL DEVIZ: 42 181.08 TVA 42181.08 * 19.0% = 8 014.40 TOTAL cu TVA 50 195.48 PROIECTANT CONTRACTANT (OFERTANT)

066010 pag 6 ====================================================================================================================== DEVIZIER

066020 pag 7 ====================================================================================================================== Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066020 IMPREJMUIRE SARMA GHIMPATA Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA02C1 M.C. 9.231 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ 17.93 165.56 VERT.NESPR.IN PAM.NECOEZ.SI SL.COEZ. 0.00 0.00 ADINC.<0,75M T.TARE 0.00 0.00 165.56 002 CO08D1 [ 1] M 188.200 2.98 560.84 IMPREJMUIRI DIN SIRMA GHIMPATA FIXATA PE 4.33 815.85 STILPI BA PLANTATI LA 3.3 M CU 4 RINDURI 0.00 0.00 DE SIRMA 0.00 0.00 1376.68 002 6426568 BUC. 56.912 29.00 1650.45 @ STALP BETON ARMAT TIP SPALIER 0.00 0.00 0.00 0.00 0.00 0.00 1650.45 003 CA01A1 M.C. 9.375 0.25 2.36 TURNARE BETON SIMPLU IN FUNDATII 27.03 253.41 (CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 12.00 112.50 <3MC 0.00 0.00 368.27 003 2100945 M.C. 9.450 250.00 2362.50 BETON DE CIMENT B 150 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 2362.50 004 CK16A1 [ 1] MP. 47.000 1.56 73.30 PORTI METALICE CU RAME DIN OTEL PROFILAT 11.47 539.33 SI CU IMPLETITURA DE SIRMA ZINCATA 0.00 0.00 INCLUSIV ACCESORIILE 0.00 0.00 612.62 004 6306593 KG 329.000 6.50 2138.50 @ POARTA METALICA PLASA SARMA 0.00 0.00 0.00 0.00 0.00 0.00 2138.50 005 CL21A1 KG 224.000 0.00 0.00 MONTAREA CONFECTIILOR METALICE DIVERSE 1.10 247.52 INGLOBATE IN BETON 0.00 0.00 0.00 0.00 247.52 005 6301822 KG 224.000 6.50 1456.00 STILP METALIC PENTRU FIXAT IMPREJMUIRI 0.00 0.00 INCLUSIV PIESE FIXARE 0.00 0.00 0.00 0.00 1456.00 006 IZD03A1 TONA 0.550 28.36 15.60 VOPSIREA CU PENSULA DE MINA CU VOPSEA DE 14.03 7.71 MINIU PE CONF SI CONSTR METAL DIN 0.00 0.00 PROFILE CU GROS 8-12M 0.00 0.00 23.31 007 TRA06A50 TONA 23.600 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=50 KM 57.33 1352.99 1352.99 008 TRA06A25 TONA 23.600 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=25 KM 28.67 676.61 676.61

066020 pag 8 ====================================================================================================================== 009 TRB01C15 TONA 16.600 0.00 0.00 TRANSPORTUL MATERIALELOR CU ROABA PE 7.41 123.04 PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00 GRUP1-3 DISTANTA 50M 0.00 0.00 123.04 010 TSC35B32 100 MC. 0.092 0.00 0.00 INCARC. AUTO CU INCARC. PE PNEURI CUPA 0.00 0.00 2,6-3,9 MC TEREN CATEG 2 LA DIST. 21-30 279.00 25.67 M 0.00 0.00 25.67 011 TRA01A05P TONA 16.600 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 5 KM 0.00 0.00 7.94 131.80 131.80 012 TRB05B25 TONA 2.600 0.00 0.00 TRANSPORTUL MATERIALELOR PRIN PURTAT 25.16 65.42 DIRECT,MATERIALE INCOMODE PESTE 25 KG 0.00 0.00 DISTANTA 50M 0.00 0.00 65.42 013 TRA02A50 TONA 2.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 50 KM. 64.50 167.70 167.70 014 TRA02A25 TONA 2.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 25 KM. 32.25 83.85 83.85 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 3.020 8259.54 2217.82 138.17 2412.95 13028.49 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 138.17 Detaliere transporturi: -Articole TRA 2 412.95 Alte cheltuieli directe: -CAS: ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.20800 = 461.31 -SOMAJ: ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.00500 = 11.09 -SANATATE ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.05200 = 115.33 -FOND RISC ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.00196 = 4.35 -FOND GARANTARE ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.00250 = 5.54 -I.T.M. ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.00750 = 16.63 -F.N.U.A.S.S. ( 2217.82 + 138.17 * 0.000 + 2412.95 * 0.000) * 0.00850 = 18.85 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 3.020 8259.54 2850.92 138.17 2412.95 13661.59 Cheltuieli indirecte: 13661.59 * 0.0800 = 1 092.93 Profit: 14754.51 * 0.0800 = 1 180.36 TOTAL GENERAL DEVIZ: 15 934.87 TVA 15934.87 * 19.0% = 3 027.63 TOTAL cu TVA 18 962.50 PROIECTANT CONTRACTANT (OFERTANT)

066020 pag 9 ====================================================================================================================== DEVIZIER

066040 pag 10 ====================================================================================================================== Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066040 TARC ANIMALE Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA02F1 M.C. 150.000 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ 19.12 2868.75 VERT.NESPR.IN PAM.COEZ.MIJ.SI F.COEZ. 0.00 0.00 ADINC.<1,5M T.TARE 0.00 0.00 2868.75 002 IFC04A1 BUC. 1664.000 0.00 0.00 CONFECTIONARE BULUMACI DIN LEMN BRUT 1.50 2503.49 ROTUND FOIOASE PENTRU CONSTR. D= 12-18 0.00 0.00 CM. 0.00 0.00 2503.49 003 IFC08A3-1 M 3577.600 0.00 0.00 BATEREA BULUMACILOR DIN LEMN DN 12-18 CM 10.71 38316.10 CU LUNGIME PINA LA 2 M TEREN FOARTE 0.00 0.00 TARE. 0.00 0.00 38316.10 004 CO35A1 MP. 7250.000 26.21 190058.75 IMPREJMUIRI LA BOXE SAU PADOCURI H=1, 13.09 94902.50 20M,DIN LEMN ROTUND DE FOIOASE 0.00 0.00 0.00 0.00 284961.25 004 2900668 M.C. 68.875 450.00 30993.75 LEMN ROTUND CONSTRUCTII RURALE NECOJIT 0.00 0.00 FAG LUNGIME MINIMA 1M D SUB MINIM 18CM 0.00 0.00 S4342 0.00 0.00 30993.75 005 TSD17A1 M.C. 16.600 0.21 3.49 UMPLUT.COMPACTATE LA PROFIL.TALUZ.PE 0, 17.00 282.20 5M GROS.EXECUT.MAN.ODATA CU EXEC.MEC.A 0.00 0.00 RAMBL.PAM.NECOEZ. 0.00 0.00 285.68 006 TRB05B25 TONA 380.600 0.00 0.00 TRANSPORTUL MATERIALELOR PRIN PURTAT 25.16 9575.90 DIRECT,MATERIALE INCOMODE PESTE 25 KG 0.00 0.00 DISTANTA 50M 0.00 0.00 9575.90 007 TRA02A50 TONA 380.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 50 KM. 64.50 24548.70 24548.70 008 TRA02A25 TONA 380.600 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 25 KM. 32.25 12274.35 12274.35 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 381.350 221055.99 148448.93 0.00 36823.05 406327.96 Detaliere transporturi: -Articole TRA 36 823.05 Alte cheltuieli directe: -CAS: ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.20800 = 30 877.38 -SOMAJ: ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.00500 = 742.24 -SANATATE

066040 pag 11 ====================================================================================================================== ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.05200 = 7 719.34 -FOND RISC ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.00196 = 290.96 -FOND GARANTARE ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.00250 = 371.12 -I.T.M. ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.00750 = 1 113.37 -F.N.U.A.S.S. ( 148448.93 + 0.00 * 0.000 + 36823.05 * 0.000) * 0.00850 = 1 261.82 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 381.350 221055.99 190825.16 0.00 36823.05 448704.20 Cheltuieli indirecte: 448704.20 * 0.0800 = 35 896.33 Profit: 484600.53 * 0.0800 = 38 768.04 TOTAL GENERAL DEVIZ: 523 368.57 TVA 523368.57 * 19.0% = 99 440.03 TOTAL cu TVA 622 808.60 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER

066050 pag 12 ====================================================================================================================== Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066050 DEVERSOR Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA02G1 M.C. 12.830 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ 23.80 305.35 VERT.NESPR.IN PAM.COEZ.MIJ.SI F.COEZ. 0.00 0.00 ADINC.<1,5M T.F.TAR 0.00 0.00 305.35 002 TSD17A1 M.C. 4.920 0.21 1.03 UMPLUT.COMPACTATE LA PROFIL.TALUZ.PE 0, 17.00 83.64 5M GROS.EXECUT.MAN.ODATA CU EXEC.MEC.A 0.00 0.00 RAMBL.PAM.NECOEZ. 0.00 0.00 84.67 003 CZ0302K1 KG 264.140 2.13 563.01 CONFECT ARMAT PT PERETI GRINZI STILPI 0.23 60.62 DIAFRAGME LACONST OBIS IN ATELIERE 0.00 0.00 SANTIER PC 52 D= 10-16 0.00 0.00 623.63 004 CC01A2 KG 264.140 0.05 13.60 MONTARE ARMATURI DIN OTEL BETON D<18MM 0.28 74.09 IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00 MORTAR DE CIMENT 0.00 0.00 87.69 005 H1C01A MP. 4.310 12.23 52.72 COFRAJE BRUTE SCIND.RASIN.PT.CONSTR. 13.77 59.36 HIDRO.PT.SUPR.DREPTE,INALT.CONSTR.FIIND 0.00 0.00 < 7M 0.00 0.00 112.08 006 CA01A1 M.C. 4.600 0.25 1.16 TURNARE BETON SIMPLU IN FUNDATII 27.03 124.34 (CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 12.00 55.20 <3MC 0.00 0.00 180.70 006 2100957 M.C. 4.637 260.00 1205.62 BETON DE CIMENT B 200 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 1205.62 007 CO24A1 [ 1] MP. 5.100 13.57 69.23 CAPTUSELI DIN SCINDURI DE RASINOASE 9.86 50.28 0.00 0.00 0.00 0.00 119.52 008 TRB05B25 TONA 1.000 0.00 0.00 TRANSPORTUL MATERIALELOR PRIN PURTAT 25.16 25.16 DIRECT,MATERIALE INCOMODE PESTE 25 KG 0.00 0.00 DISTANTA 50M 0.00 0.00 25.16 009 TRA02A50 TONA 1.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 50 KM. 64.50 64.50 64.50 010 TRA02A25 TONA 1.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 25 KM. 32.25 32.25 32.25 011 TRA06A50 TONA 11.400 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=50 KM 57.33 653.56 653.56

066050 pag 13 ====================================================================================================================== 012 TRA06A25 TONA 11.400 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=25 KM 28.67 326.84 326.84 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.385 1906.38 782.84 55.20 1077.15 3821.58 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 55.20 Detaliere transporturi: -Articole TRA 1 077.15 Alte cheltuieli directe: -CAS: ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.20800 = 162.83 -SOMAJ: ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.00500 = 3.91 -SANATATE ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.05200 = 40.71 -FOND RISC ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.00196 = 1.53 -FOND GARANTARE ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.00250 = 1.96 -I.T.M. ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.00750 = 5.87 -F.N.U.A.S.S. ( 782.84 + 55.20 * 0.000 + 1077.15 * 0.000) * 0.00850 = 6.65 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.385 1906.38 1006.31 55.20 1077.15 4045.05 Cheltuieli indirecte: 4045.05 * 0.0800 = 323.60 Profit: 4368.65 * 0.0800 = 349.49 TOTAL GENERAL DEVIZ: 4 718.14 TVA 4718.14 * 19.0% = 896.45 TOTAL cu TVA 5 614.59 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER

066060 pag 14 ====================================================================================================================== Formularul F3 Obiectivul: 0066 45000000 ADAPATORI ANIMALE CAMPURI Obiectul: 0001 45000000 CONSTRUIRE ADAPATORI Lista cu cantitatile de lucrari Deviz oferta 066060 UMBRAR-7 BUC Categoria de lucrari: 0066 Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSA02G1 M.C. 266.000 0.00 0.00 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ 23.80 6330.80 VERT.NESPR.IN PAM.COEZ.MIJ.SI F.COEZ. 0.00 0.00 ADINC.<1,5M T.F.TAR 0.00 0.00 6330.80 002 CZ0302K1 KG 1578.500 2.13 3364.57 CONFECT ARMAT PT PERETI GRINZI STILPI 0.23 362.27 DIAFRAGME LACONST OBIS IN ATELIERE 0.00 0.00 SANTIER PC 52 D= 10-16 0.00 0.00 3726.84 003 CC01A2 KG 1578.500 0.05 81.29 MONTARE ARMATURI DIN OTEL BETON D<18MM 0.28 442.77 IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00 MORTAR DE CIMENT 0.00 0.00 524.06 004 CA01A1 M.C. 161.000 0.25 40.57 TURNARE BETON SIMPLU IN FUNDATII 27.03 4351.81 (CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 12.00 1932.00 <3MC 0.00 0.00 6324.39 004 2100957 M.C. 162.288 260.00 42194.88 BETON DE CIMENT B 200 STAS 3622 0.00 0.00 0.00 0.00 0.00 0.00 42194.88 005 CB02B1 MP. 271.040 6.44 1746.34 COFRAJE PT.BETON IN ELEVATIE DIN PANOURI 8.41 2280.80 REFOL.DIN SCINDURI LA ZIDURI DREPTE 0.00 0.00 INCL.SPRIJINIRILE.3 0.00 0.00 4027.14 006 CE17A1 MP. 1830.080 18.16 33240.66 SARPANTA DIN LEMN EXECUTATA PE SCAUNE LA 7.22 13222.33 INVELITORI USOARE 1.60 2928.13 0.00 0.00 49391.11 006 2900668 M.C. 23.791 450.00 10705.95 LEMN ROTUND CONSTRUCTII RURALE NECOJIT 0.00 0.00 FAG LUNGIME MINIMA 1M D SUB MINIM 18CM 0.00 0.00 S4342 0.00 0.00 10705.95 007 CE18A1 MP. 2471.000 11.71 28943.32 ASTEREALA EXECUTATA DIN SCINDURI DIN 1.70 4200.70 RASINOASE 0.64 1581.44 0.00 0.00 34725.46 008 CE04B1 MP. 2471.000 24.84 61379.64 INVELITORI DIN TABLA ZINCATA EXECUTATA 4.42 10921.82 CU FOI PLANE DE 0,5MM GROSIME 0.22 553.50 0.00 0.00 72854.96 010 TRA02A50 TONA 89.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 50 KM. 64.50 5740.50 5740.50 011 TRA02A25 TONA 89.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOCAMIONUL PE 0.00 0.00 DIST.= 25 KM. 32.25 2870.25 2870.25

066060 pag 15 ====================================================================================================================== 012 TRA06A50 TONA 398.000 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=50 KM 57.33 22817.34 22817.34 013 TRA06A25 TONA 398.000 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00 DIST.=25 KM 28.67 11410.66 11410.66 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 90.334 181697.22 42113.30 6995.07 42838.75 273644.34 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 6995.07 Detaliere transporturi: -Articole TRA 42 838.75 Alte cheltuieli directe: -CAS: ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.20800 = 8 759.57 -SOMAJ: ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.00500 = 210.57 -SANATATE ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.05200 = 2 189.89 -FOND RISC ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.00196 = 82.54 -FOND GARANTARE ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.00250 = 105.28 -I.T.M. ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.00750 = 315.85 -F.N.U.A.S.S. ( 42113.30 + 6995.07 * 0.000 + 42838.75 * 0.000) * 0.00850 = 357.96 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 90.334 181697.22 54134.96 6995.07 42838.75 285666.00 Cheltuieli indirecte: 285666.00 * 0.0800 = 22 853.28 Profit: 308519.28 * 0.0800 = 24 681.54 TOTAL GENERAL DEVIZ: 333 200.83 TVA 333200.83 * 19.0% = 63 308.16 TOTAL cu TVA 396 508.98 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER SISTEM INFORMATIC PROIECTAT DE FIRMA I N F S E R V (Tel:2109807)