Formularul F3 Obiectivul: 0010 45210000 PASTRAVARIE Obiectul: 0001 45210000 UNITATE DE ACVACULTURA

Lista cu cantitatile de lucrari

Deviz oferta 4.1.1 BAZINE DE CRESTERE SI INGRASARE Categoria de lucrari: 1000 ====================================================================================================================== 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 TSC03B1 100 MC. 10.900 0.00 0.00 SAPAT.MEC.CU EXC.DE 0,41-0,7 MC IN PAM. 0.00 0.00 CU UMIDITATE.NATURAL DESC.DEP.TEREN CAT 164.00 1787.60 2 0.00 0.00 1787.60 002 TSA12D1 M.C. 117.000 0.00 0.00 SAP.MAN.IN GROPI CU LARG.1-1,5M CU 44.80 5241.60 SPRIJ.EVAC.MAN.IN PAM.CU UMID.NAT.LA 0.00 0.00 ADINC.0,0-1,5M,T.F.TARE 0.00 0.00 5241.60 003 TRI1AA01C3 TONA 283.000 0.00 0.00 INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.50 990.50 MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00 AUTO CATEG.3 0.00 0.00 990.50 004 TRA01A01P TONA 283.000 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 1 KM 0.00 0.00 2.03 573.22 573.22 005 TSD01B1 M.C. 68.000 0.00 0.00 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT, 3.06 208.08 STRAT UNIFORM 10-30CM.GROS CU SFARIM. 0.00 0.00 BULG.TEREN MIJL. 0.00 0.00 208.08 006 TSD03A1 100 MC. 1.500 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 78.00 117.00 TER.CAT.1 SAU 2 0.00 0.00 117.00 007 TSE03B1 100 MP. 2.650 0.00 0.00 FINISAREA MANUALA A TALUZURILOR,IN T. 100.90 267.38 MIJLOCIU 0.00 0.00 0.00 0.00 267.38 008 TSD04A1 M.C. 68.000 0.15 10.20 COMPACTAREA CU MAI.DE MINA A UMPLUT. 8.70 591.60 EXECUT.PE STRAT.CU UDAREA FIEC.STRAT DE 0.00 0.00 10CM GROS.T.NECOEZIV 0.00 0.00 601.80 009 TSE01D1 100 MP. 4.100 0.00 0.00 NIVELAREA MANUALA A TERENURILOR SI A 133.40 546.94 PLATFORMELOR CU DENIVELARI DE 10-20 CM 0.00 0.00 IN TEREN F.TARE 0.00 0.00 546.94 010 CB11A1 MP. 400.000 4.68 1870.48 COFRAJE PT.BETON IN ELEVATIE DIN PANOURI 9.60 3840.00 LA ZID DREPT CU H<3M,CU PLACAJ DE 8MM 0.00 0.00 GROSIME 0.00 0.00 5710.48 011 CZ0301A1 KG 6198.000 2.08 12895.56 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII 0.33 2045.34 IZOL.CONTINUI SI RADIERE IN ATEL.CENT.OB 0.05 319.20 37 D=6-8MM 0.00 0.00 15260.10

4.1.1 pag 2 ====================================================================================================================== 012 CZ0301E1 KG 1452.000 2.10 3050.36 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII 0.25 363.00 IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC 0.05 74.78 52 D=10- 16 MM 0.00 0.00 3488.14 013 CC01A1 KG 1673.000 0.08 128.99 MONTARE ARMATURI DIN OTEL BETON D<18MM 0.33 552.09 IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00 MASE PLASTICE 0.00 0.00 681.08 014 2000975 KG 2150.000 2.76 5927.55 PLASE SUDATE TIP 117 GQ 283(65,9 KG/BUC) 0.00 0.00 OL 37-1N 0.00 0.00 0.00 0.00 5927.55 015 CC02A1 KG 8127.000 0.10 809.45 MONTARE ARMAT LA CONSTR H<35M DIN BARE D 0.48 3900.96 <8MM IN PERETI DIAFRAGME CU DIST DIN 0.00 0.00 PLASTIC 0.00 0.00 4710.41 016 CA02C1 M.C. 343.000 0.15 51.45 TURNARE BETON ARMAT IN FUNDATII 36.60 12553.80 CONTINUE,RADIERE SI PERETI SUB COTA ZERO 1.88 643.12 A CONSTR CU GROS <30CM 0.00 0.00 13248.38 016 2100933 M.C. 345.744 145.00 50132.88 BETON DE CIMENT C 6/7,5 (B 100) SR EN 0.00 0.00 206-1:2002 0.00 0.00 0.00 0.00 50132.88 017 CG18A1 MP. 404.000 0.00 0.00 PARDOSELI DIN BETON B100,DE 10CM 4.80 1939.20 GROSIME,IN CIMP CONTINUU FARA 1.05 424.20 SCLIVISEALA 0.00 0.00 2363.40 017 2100933 M.C. 40.723 145.00 5904.84 BETON DE CIMENT C 6/7,5 (B 100) SR EN 0.00 0.00 206-1:2002 0.00 0.00 0.00 0.00 5904.84 018 CL21A1 KG 396.000 0.00 0.04 MONTAREA CONFECTIILOR METALICE DIVERSE 1.30 514.80 INGLOBATE IN BETON 0.00 0.00 0.00 0.00 514.84 018 6309886 KG 396.000 7.23 2864.62 CONFECTII METALICE INGLOBATE IN BETON 0.00 0.00 0.00 0.00 0.00 0.00 2864.62 019 M7F04A1 TONA 0.500 205.68 102.84 VANE (STAVILE) DE REVIZIE EXCL.MEC.DE 735.00 367.50 ACTIONARE,CUGREUTATEA DE 1-25 T,MONTATE 230.50 115.25 LA ZI 0.00 0.00 585.59 020 ACA11G1 M 38.000 36.07 1370.73 MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 4.30 163.40 EXTERIORULCLADIRILOR,AVIND DN 210 0.01 0.57 0.00 0.00 1534.70 020 6700535 M -40.000 29.15 -1166.00 TEVI DIN P.V.C.RIGID TIP M 210X10 STAS 0.00 0.00 6675/2 0.00 0.00 0.00 0.00 -1166.00 020 6700357 M 40.000 40.62 1624.78 @TEVI PVC-U MUFA+GAR CAUC DN250X6.1 L=5M 0.00 0.00 COD KGEM250/5M 0.00 0.00 0.00 0.00 1624.78 021 TSC35B3 100 MC. 15.800 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. < 10 M 172.80 2730.24 0.00 0.00 2730.24

4.1.1 pag 3 ====================================================================================================================== 022 TRA06A03 TONA 965.000 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00 DIST. =3 KM 4.05 3909.22 3909.22 023 TRA01A30 TONA 82.000 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 30 KM. 14.40 1181.09 1181.09 024 TRB05A23 TONA 127.000 0.00 0.00 TRANSPORTUL MATERIALELOR PRIN PURTAT 24.40 3098.79 DIRECT.MATERIALE INCOMODE SUB 25 KG 0.00 0.00 DISTANTA 30M 0.00 0.00 3098.79 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 11.741 85578.76 37184.98 6211.96 5663.52 134639.22 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 6211.96 Detaliere transporturi: -Articole TRA 5 663.52 Alte cheltuieli directe:

4.1.1 pag 4 ====================================================================================================================== -CAS: ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.20800 = 7 734.48 -SOMAJ: ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.00500 = 185.92 -SANATATE ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.05200 = 1 933.62 -FNUS ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.00850 = 316.07 -CAMERA DE MUNCA ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.00750 = 278.89 -FOND DE RISC ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.00270 = 100.40 -GARANTARE SALAR ( 37184.98 + 6211.96 * 0.000 + 5663.52 * 0.000) * 0.00250 = 92.96 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 11.741 85578.76 47827.32 6211.96 5663.52 145281.56 Cheltuieli indirecte: 145281.56 * 0.1200 = 17 433.79 Profit: 162715.35 * 0.0800 = 13 017.23 TOTAL GENERAL DEVIZ: 175 732.58 PROIECTANT CONTRACTANT (OFERTANT) DEVIZIER