Deviz.marina

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    Persoana juridica achizitoare Formularul F3GAVRILA MARINA

    Obiectivul: 0004 45000000 MARINA.CONSTR. BLOC S+P+4EObiectul: 0001 45000000 CLADIRE S+P+4E

    Lista cu cantitatile de lucrariDeviz oferta CCIAMM MM

    Categoria de lucrari: 0120Preturile sunt exprimate in RON

    Obs: RON = Leu greu

    =========================================================================================Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTALcrt. 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 CA01B1 M.C. 53.000 0.55 29.15TURNARE BETON SIMPLU IN FUNDATII 10.56 559.50(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM > 0.55 29.103MC,SI IN ZIDURI DE SPRIJ 0.00 0.00 617.75

    001 2100919 M.C. 53.000 185.00 9805.00BETON DE CIMENT B 50 STAS 3622 0.00 0.00

    0.00 0.000.00 0.00 9805.00

    002 CB10B1 MP. 52.000 4.45 231.47COFRAJE PT BET IN CUZINETI,FUND PAHAR SI 4.25 220.88DE UTILAJE,SIMPLE DIN PAN CU PLACAJ 15MM 0.00 0.00

    INCLUSIV SPIJI 0.00 0.00 452.35

    003 CA02C1 M.C. 25.000 0.55 13.75TURNARE BETON ARMAT IN FUNDATII 14.71 367.69CONTINUE,RADIERE SI PERETI SUB COTA ZERO 0.82 20.59

    A CONSTR CU GROS

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    CCIAMM pag 2

    =========================================================================================006 CZ0301E1 KG 1036.000 3.54 3662.26CONFECT.ARMAT.FASONARE BARE PT.FUNDATII 0.10 107.63IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC 0.04 38.7452 D=10- 16 MM 0.00 0.00 3808.62

    007 CB12I1 MP. 451.000 4.19 1891.44COFRAJE PT BETON IN PERETI DIAFRAGME DIN 3.83 1726.37PANOURI LA CTII H15CM 0.00 0.00 27.10

    009 CA02G1 M.C. 49.000 1.10 53.90TURNARE BETON ARMAT LA CONSTRUCTII CU H 14.63 716.87

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    CCIAMM pag 3

    =========================================================================================016 CG18A1 MP. 154.000 0.00 0.00PARDOSELI DIN BETON B100,DE 10CM 1.87 287.56GROSIME,IN CIMP CONTINUU FARA 0.96 148.22SCLIVISEALA 0.00 0.00 435.79

    016 2100933 M.C. 15.400 225.00 3465.00BETON DE CIMENT B 100 STAS 3622 0.00 0.00

    0.00 0.000.00 0.00 3465.00

    017 CC02F1 KG 462.000 0.09 39.27MONT ARMAT LA CONSTR H

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    CCIAMM pag 4

    =========================================================================================024 CZ0302M1 KG 576.000 3.64 2094.34CONFEC.ARMAT.PT.PLACI INCLUSIV SCARI 0.08 47.82PODESTE LA CONST.OBIS.IN ATELIERE 0.03 17.39CENTRAL.OB 37 D=6-8MM 0.00 0.00 2159.54

    025 CZ0302P1 KG 1440.000 3.54 5090.40CONFEC.ARMAT.PT.PLACI INCLUSIV SCARI 0.08 119.55PODESTE LA CONST.OBIS.IN ATELIERE 0.03 43.47CENTRAL.PC 52 D= 10-12 0.00 0.00 5253.42

    026 CZ0302A1 KG 288.000 3.64 1047.17CONFECT ARMAT PT PERETI GRINZI STILPI 0.15 43.04DIAFRAGME LACONST OBIS IN ATELIERE 0.03 9.77CENTRALIZATE OB 37 D=6- 0.00 0.00 1099.97

    027 CZ0302E1 KG 576.000 3.54 2036.16CONFECT ARMAT PT PERETI GRINZI STILPI 0.10 57.38DIAFRAGME LACONST OBIS IN ATELIERE 0.03 20.01CENTRALIZATEPC 52 D=10- 0.00 0.00 2113.55

    028 CD04B1 M.C. 10.000 654.55 6545.50ZIDARIE DIN CARAMIDA PRESATA 240X115X63M 60.76 607.60M PT PROTECTIE HIDROIZOL.PERETI, CAL.1, 0.00 0.00H

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    CCIAMM pag 5

    =========================================================================================Detaliere transporturi:-Articole TRA 94.95

    Alte cheltuieli directe:

    -CAS:( 9270.61 + 557.03 * 0.000 +

    94.95 * 0.000) * 0.20800 = 1 928.29-SOMAJ:

    ( 9270.61 + 557.03 * 0.000 +94.95 * 0.000) * 0.05000 = 463.53

    -Asig. de sanatate( 9270.61 + 557.03 * 0.000 +

    94.95 * 0.000) * 0.05200 = 482.07-Creante slariale

    ( 9270.61 + 557.03 * 0.000 +94.95 * 0.000) * 0.00300 = 27.81

    -Fond de accidente( 9270.61 + 557.03 * 0.000 +

    94.95 * 0.000) * 0.00279 = 25.87-Concedii si indemnizatii( 9270.61 + 557.03 * 0.000 +

    94.95 * 0.000) * 0.00850 = 78.80

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL24.271 122691.21 12276.98 557.03 94.95 135620.17

    Cheltuieli indirecte:135620.17 * 0.1200 = 16 274.42

    Profit:151894.59 * 0.0500 = 7 594.73

    TOTAL GENERAL DEVIZ: 159 489.32TVA 159489.32 * 24.0% = 38 277.44TOTAL cu TVA 197 766.76

    PROIECTANT CONTRACTANT (OFERTANT)GAVRILA MARINA

    DEVIZIER

    SISTEM INFORMATIC PROIECTAT DE FIRMA I N F S E R V (Tel:2109807)

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