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Formularul F3 Obiectivul: 0024 45310000 Norme UNITARE MT si JT Obiectul: 0001 45000000 NORME UNITARE JT Lista cu cantitatile de lucrari Deviz oferta 024101 PR 1 CBL JT H=0.85M,L=0.5M,100M Categoria de lucrari: 0024 ================================================================= = 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 TSA16D1 M.C. 43.000 0.00 0.00 SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 1489.95 UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00 T.F.TARE 0.00 0.00 0.000 0 Total= 1489.95 Total manopera la UM: 3.15 ore. 002 W2H02A# M 100.000 5.60 560.00 Profil pentru cable de 1KV cu strat 1.54 154.00 protector din nisip si banda din PVC pt. 0.00 0.00 cable - profil M 0.00 0.00 0.000 0 Total= 714.00 Total manopera la UM: 0.14 ore. 003 TSD19A1 M.C. 33.000 0.02 0.53 UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 585.88 ELECTR.AER.DE INALTA TENS.CU PAM.DIN T. 0.00 0.00 USOR,SAU MIJLOCI 0.00 0.00 0.000 0 Total= 586.41 Total manopera la UM: 1.61 ore. 004 TRB01C14 TONA 18.000 0.00 0.00 TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 153.25 PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00 GRUP1-3 DISTANTA 40M 0.00 0.00 0.000 0 Total= 153.25 Total manopera la UM: 0.77 ore. 005 TRI1AA01C1 TONA 18.000 0.00 0.00 INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 69.30 MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00 AUTO CATEG.1 0.00 0.00 0.000 0 Total= 69.30 Total manopera la UM: 0.35 ore. 006 TRA01A10P TONA 18.000 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00 20.00 360.00 0.000 0 Total= 360.00 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.000 560.53 2452.38 0.00 360.00 3372.91 Detaliere transporturi: -Articole TRA 360.00 Alte cheltuieli directe: -CAS: ( 2452.38 + 0.00 * 0.000 + 360.00 * 0.000) * 0.20800 = 510.10 -SOMAJ: ( 2452.38 + 0.00 * 0.000 + 360.00 * 0.000) * 0.00500 = 12.26 -Concedii 0,85% ( 2452.38 + 0.00 * 0.000 + 360.00 * 0.000) * 0.00850 = 20.85 -SANATATE 5.2% ( 2452.38 + 0.00 * 0.000 + 360.00 * 0.000) * 0.05200 = 127.52 -Fond de Risc

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  • Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024101 PR 1 CBL JT H=0.85M,L=0.5M,100M

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA16D1 M.C. 43.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 1489.95

    UMID.NAT.FARA SPRIJ.LAT.

  • 024101 pag 2

    =================================================================

    ( 2452.38 + 0.00 * 0.000 +

    360.00 * 0.000) * 0.00260 = 6.38

    -FOND DE Gar.

    ( 2452.38 + 0.00 * 0.000 +

    360.00 * 0.000) * 0.00250 = 6.13

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.000 560.53 3135.62 0.00 360.00 4056.14

    Cheltuieli indirecte:

    4056.14 * 0.1000 = 405.61

    Profit:

    4461.76 * 0.0500 = 223.09

    TOTAL GENERAL DEVIZ: 4 684.85

    TVA 4684.85 * 19.0% = 890.12

    TOTAL cu TVA 5 574.97

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024102 pag 3

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024102 PROFIL 2CBL H=0.85M,L=0.6M,100M

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA16D1 M.C. 51.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 1767.15

    UMID.NAT.FARA SPRIJ.LAT.

  • 024102 pag 4

    =================================================================

    ( 2995.56 + 0.00 * 0.000 +

    450.00 * 0.000) * 0.05200 = 155.77

    -Fond de Risc

    ( 2995.56 + 0.00 * 0.000 +

    450.00 * 0.000) * 0.00260 = 7.79

    -FOND DE Gar.

    ( 2995.56 + 0.00 * 0.000 +

    450.00 * 0.000) * 0.00250 = 7.49

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.100 938.62 3830.13 0.00 450.00 5218.75

    Cheltuieli indirecte:

    5218.75 * 0.1000 = 521.87

    Profit:

    5740.62 * 0.0500 = 287.03

    TOTAL GENERAL DEVIZ: 6 027.66

    TVA 6027.66 * 19.0% = 1 145.25

    TOTAL cu TVA 7 172.91

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024103 pag 5

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024103 PROFIL 3CBL H=0.85M.L=.65M,100

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA16D1 M.C. 56.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 1940.40

    UMID.NAT.FARA SPRIJ.LAT.

  • 024103 pag 6

    =================================================================

    ( 3363.56 + 0.00 * 0.000 +

    500.00 * 0.000) * 0.05200 = 174.90

    -Fond de Risc

    ( 3363.56 + 0.00 * 0.000 +

    500.00 * 0.000) * 0.00260 = 8.75

    -FOND DE Gar.

    ( 3363.56 + 0.00 * 0.000 +

    500.00 * 0.000) * 0.00250 = 8.41

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.200 2000.69 4300.64 0.00 500.00 6801.33

    Cheltuieli indirecte:

    6801.33 * 0.1000 = 680.13

    Profit:

    7481.46 * 0.0500 = 374.07

    TOTAL GENERAL DEVIZ: 7 855.54

    TVA 7855.54 * 19.0% = 1 492.55

    TOTAL cu TVA 9 348.09

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024104 pag 7

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024104 PROFIL 4CBL H=0.85M,l=0.8m,100m

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA16D1 M.C. 68.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 2356.20

    UMID.NAT.FARA SPRIJ.LAT.

  • 024104 pag 8

    =================================================================

    580.00 * 0.000) * 0.05200 = 193.35

    -Fond de Risc

    ( 3718.22 + 0.00 * 0.000 +

    580.00 * 0.000) * 0.00260 = 9.67

    -FOND DE Gar.

    ( 3718.22 + 0.00 * 0.000 +

    580.00 * 0.000) * 0.00250 = 9.30

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.000 504.83 4754.11 0.00 580.00 5838.94

    Cheltuieli indirecte:

    5838.94 * 0.1000 = 583.89

    Profit:

    6422.83 * 0.0500 = 321.14

    TOTAL GENERAL DEVIZ: 6 743.98

    TVA 6743.98 * 19.0% = 1 281.36

    TOTAL cu TVA 8 025.33

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024105 pag 9

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024105 P TROT 1CBL JT/MT H=1.2m,l=0.5m,

    Categoria de lucrari: 0024

    =================================================================

    = 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 DC04B1 M 201.000 4.91 986.35

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 650.01

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 4012.58

    DRUMURI 0.00 0.00

    0.000 0 Total= 5648.94

    Total manopera la UM: 0.29 ore.

    002 DG05A1 MP. 50.000 0.00 0.00

    DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 297.00

    FORMATE DIN COVOARE ASFALTICE 0.00 0.00

    PERMANENTE,BETOANE ASFALTICE 0.00 0.00

    0.000 0 Total= 297.00

    Total manopera la UM: 0.54 ore.

    003 TRB01C14 TONA 24.000 0.00 0.00

    TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 204.33

    PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

    GRUP1-3 DISTANTA 40M 0.00 0.00

    0.000 0 Total= 204.33

    Total manopera la UM: 0.77 ore.

    004 TRI1AA01C1 TONA 24.000 0.00 0.00

    INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 92.40

    MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

    AUTO CATEG.1 0.00 0.00

    0.000 0 Total= 92.40

    Total manopera la UM: 0.35 ore.

    005 TRA01A10P TONA 24.000 0.00 0.00

    TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

    MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

    20.00 480.00

    0.000 0 Total= 480.00

    006 TSA16D1 M.C. 60.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 2079.00

    UMID.NAT.FARA SPRIJ.LAT.

  • 024105 pag 10

    =================================================================

    010 W2H02A# M 100.000 5.60 560.00

    Profil pentru cable de 1KV cu strat 1.54 154.00

    protector din nisip si banda din PVC pt. 0.00 0.00

    cable - profil M 0.00 0.00

    0.000 0 Total= 714.00

    Total manopera la UM: 0.14 ore.

    011 DF24A1 BUC. 10.000 2.38 23.84

    SEMNALIZARE RUTIERA ASIG CONTINU 291.63 2916.26

    CIRCULATIEI IN TIMP EXECUT LUCRARI CU 0.00 0.00

    INDICATOARE METALICE 2.80 28.00

    0.028 0 Total= 2968.11

    Total manopera la UM: 26.51 ore.

    012 DC05A1 MP. 50.000 2.05 102.37

    IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 338.64

    STRAT IN GROSIME DE 15 CM 6.73 336.67

    0.00 0.00

    0.000 0 Total= 777.68

    Total manopera la UM: 0.62 ore.

    012 2100995 M.C. 7.500 380.00 2850.00

    BETON DE CIMENT B 400 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 2850.00

    013 DB02C1 100 MP. 0.500 0.00 0.00

    AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 18.15

    IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

    TAIAT 0.00 0.00

    0.000 0 Total= 18.15

    Total manopera la UM: 3.30 ore.

    014 DB20B1 MP. 50.000 0.09 4.50

    ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 154.23

    ASTER MAN 0.00 0.00

    0.00 0.00

    0.000 0 Total= 158.73

    Total manopera la UM: 0.28 ore.

    015 DZ31A1 TONA 4.800 767.72 3685.08

    PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 185.90

    SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 54.12

    GROP IN MALAXOR M 22.40 107.52

    0.224 1 Total= 4032.61

    Total manopera la UM: 3.52 ore.

    016 TRA05A10 TONA 4.800 0.00 0.00

    TRANSPORT RUTIER MATERIALE,SEMIFABRICATE 0.00 0.00

    CU AUTOVEHIC.SPECIALE(CISTERNA,BETON. 0.00 0.00

    ETC)PE DIST.DE 10 20.00 96.00

    0.000 0 Total= 96.00

    017 TRA06A20 TONA 18.000 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =20KM 25.00 450.00

    0.000 0 Total= 450.00

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    1.355 10573.43 7944.06 4615.92 2921.52 26054.93

    Din care:

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 4615.92

    Detaliere transporturi:

    -Articole TRA 2 786.00

    -Transport auto 1.355x 100.00= 135.52

    Alte cheltuieli directe:

    -CAS:

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.20800 = 1 652.37

    -SOMAJ:

  • 024105 pag 11

    =================================================================

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.00500 = 39.72

    -Concedii 0,85%

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.00850 = 67.52

    -SANATATE 5.2%

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.05200 = 413.09

    -Fond de Risc

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.00260 = 20.65

    -FOND DE Gar.

    ( 7944.06 + 4615.92 * 0.000 +

    2921.52 * 0.000) * 0.00250 = 19.86

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    1.355 10573.43 10157.28 4615.92 2921.52 28268.14

    Cheltuieli indirecte:

    28268.14 * 0.1000 = 2 826.81

    Profit:

    31094.96 * 0.0500 = 1 554.75

    TOTAL GENERAL DEVIZ: 32 649.70

    TVA 32649.70 * 19.0% = 6 203.44

    TOTAL cu TVA 38 853.15

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024106 pag 12

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024106 P TROT 2CBL JT/MT H=1.2m,l=0.6m,1

    Categoria de lucrari: 0024

    =================================================================

    = 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 DC04B1 M 202.000 4.91 991.25

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 653.25

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 4032.55

    DRUMURI 0.00 0.00

    0.000 0 Total= 5677.05

    Total manopera la UM: 0.29 ore.

    002 DG05A1 MP. 60.000 0.00 0.00

    DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 356.39

    FORMATE DIN COVOARE ASFALTICE 0.00 0.00

    PERMANENTE,BETOANE ASFALTICE 0.00 0.00

    0.000 0 Total= 356.39

    Total manopera la UM: 0.54 ore.

    003 TRB01C14 TONA 29.000 0.00 0.00

    TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 246.90

    PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

    GRUP1-3 DISTANTA 40M 0.00 0.00

    0.000 0 Total= 246.90

    Total manopera la UM: 0.77 ore.

    004 TRI1AA01C1 TONA 29.000 0.00 0.00

    INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 111.65

    MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

    AUTO CATEG.1 0.00 0.00

    0.000 0 Total= 111.65

    Total manopera la UM: 0.35 ore.

    005 TRA01A10P TONA 29.000 0.00 0.00

    TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

    MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

    20.00 580.00

    0.000 0 Total= 580.00

    006 TSA16D1 M.C. 72.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 2494.80

    UMID.NAT.FARA SPRIJ.LAT.

  • 024106 pag 13

    =================================================================

    010 TRA01A10 TONA 106.000 0.00 0.00

    TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00

    SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00

    DIST.= 10 KM. 20.00 2120.00

    0.000 0 Total= 2120.00

    011 W2H02A# M 100.000 5.60 560.00

    Profil pentru cable de 1KV cu strat 1.54 154.00

    protector din nisip si banda din PVC pt. 0.00 0.00

    cable - profil M 0.00 0.00

    0.000 0 Total= 714.00

    Total manopera la UM: 0.14 ore.

    012 DF24A1 BUC. 10.000 2.38 23.84

    SEMNALIZARE RUTIERA ASIG CONTINU 291.63 2916.26

    CIRCULATIEI IN TIMP EXECUT LUCRARI CU 0.00 0.00

    INDICATOARE METALICE 2.80 28.00

    0.028 0 Total= 2968.11

    Total manopera la UM: 26.51 ore.

    013 DC05A1 MP. 60.000 2.05 122.84

    IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 406.37

    STRAT IN GROSIME DE 15 CM 6.73 404.00

    0.00 0.00

    0.000 0 Total= 933.22

    Total manopera la UM: 0.62 ore.

    013 2100995 M.C. 9.000 380.00 3420.00

    BETON DE CIMENT B 400 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 3420.00

    014 DB02C1 100 MP. 0.600 0.00 0.00

    AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 21.78

    IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

    TAIAT 0.00 0.00

    0.000 0 Total= 21.78

    Total manopera la UM: 3.30 ore.

    015 DB20B1 MP. 60.000 0.09 5.40

    ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 185.08

    ASTER MAN 0.00 0.00

    0.00 0.00

    0.000 0 Total= 190.48

    Total manopera la UM: 0.28 ore.

    016 DZ31A1 TONA 5.800 767.72 4452.80

    PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 224.62

    SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 65.39

    GROP IN MALAXOR M 22.40 129.92

    0.224 1 Total= 4872.74

    Total manopera la UM: 3.52 ore.

    017 TRA05A10 TONA 5.800 0.00 0.00

    TRANSPORT RUTIER MATERIALE,SEMIFABRICATE 0.00 0.00

    CU AUTOVEHIC.SPECIALE(CISTERNA,BETON. 0.00 0.00

    ETC)PE DIST.DE 10 20.00 116.00

    0.000 0 Total= 116.00

    018 TRA06A20 TONA 22.000 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =20KM 25.00 550.00

    0.000 0 Total= 550.00

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    1.579 12409.69 8796.08 4757.00 5683.92 31646.68

    Din care:

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 4757.00

    Detaliere transporturi:

    -Articole TRA 5 526.00

    -Transport auto 1.579x 100.00= 157.92

  • 024106 pag 14

    =================================================================

    Alte cheltuieli directe:

    -CAS:

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.20800 = 1 829.58

    -SOMAJ:

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.00500 = 43.98

    -Concedii 0,85%

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.00850 = 74.77

    -SANATATE 5.2%

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.05200 = 457.40

    -Fond de Risc

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.00260 = 22.87

    -FOND DE Gar.

    ( 8796.08 + 4757.00 * 0.000 +

    5683.92 * 0.000) * 0.00250 = 21.99

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    1.579 12409.69 11246.66 4757.00 5683.92 34097.27

    Cheltuieli indirecte:

    34097.27 * 0.1000 = 3 409.73

    Profit:

    37507.00 * 0.0500 = 1 875.35

    TOTAL GENERAL DEVIZ: 39 382.35

    TVA 39382.35 * 19.0% = 7 482.65

    TOTAL cu TVA 46 864.99

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024107 pag 15

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024107 P TROT 3CBL JT H=1.2m,l=0.65m,100

    Categoria de lucrari: 0024

    =================================================================

    = 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 DC04B1 M 202.000 4.91 991.25

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 653.25

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 4032.55

    DRUMURI 0.00 0.00

    0.000 0 Total= 5677.05

    Total manopera la UM: 0.29 ore.

    002 DG05A1 MP. 65.000 0.00 0.00

    DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 386.09

    FORMATE DIN COVOARE ASFALTICE 0.00 0.00

    PERMANENTE,BETOANE ASFALTICE 0.00 0.00

    0.000 0 Total= 386.09

    Total manopera la UM: 0.54 ore.

    003 TRB01C14 TONA 32.000 0.00 0.00

    TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 272.44

    PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

    GRUP1-3 DISTANTA 40M 0.00 0.00

    0.000 0 Total= 272.44

    Total manopera la UM: 0.77 ore.

    004 TRI1AA01C1 TONA 32.000 0.00 0.00

    INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 123.20

    MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

    AUTO CATEG.1 0.00 0.00

    0.000 0 Total= 123.20

    Total manopera la UM: 0.35 ore.

    005 TRA01A10P TONA 32.000 0.00 0.00

    TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

    MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

    20.00 640.00

    0.000 0 Total= 640.00

    006 TSA16D1 M.C. 78.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 2702.70

    UMID.NAT.FARA SPRIJ.LAT.

  • 024107 pag 16

    =================================================================

    010 TRA01A10 TONA 115.000 0.00 0.00

    TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00

    SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00

    DIST.= 10 KM. 20.00 2300.00

    0.000 0 Total= 2300.00

    011 W2H02E# M 100.000 20.00 2000.00

    Profil pentru cable de 1KV cu strat 3.63 363.00

    protector din nisip si banda din PVC pt. 0.00 0.00

    cable - profil 3M 0.20 20.00

    0.002 0 Total= 2383.00

    Total manopera la UM: 0.33 ore.

    012 DF24A1 BUC. 10.000 2.38 23.84

    SEMNALIZARE RUTIERA ASIG CONTINU 291.63 2916.26

    CIRCULATIEI IN TIMP EXECUT LUCRARI CU 0.00 0.00

    INDICATOARE METALICE 2.80 28.00

    0.028 0 Total= 2968.11

    Total manopera la UM: 26.51 ore.

    013 DC05A1 MP. 65.000 2.05 133.08

    IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 440.24

    STRAT IN GROSIME DE 15 CM 6.73 437.66

    0.00 0.00

    0.000 0 Total= 1010.98

    Total manopera la UM: 0.62 ore.

    013 2100995 M.C. 9.800 380.00 3724.00

    BETON DE CIMENT B 400 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 3724.00

    014 DB02C1 100 MP. 0.650 0.00 0.00

    AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 23.59

    IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

    TAIAT 0.00 0.00

    0.000 0 Total= 23.59

    Total manopera la UM: 3.30 ore.

    015 DZ05A1 TONA 0.600 5151.14 3090.68

    PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 65.21

    DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 3.02

    121.90 73.14

    1.219 1 Total= 3232.05

    Total manopera la UM: 9.88 ore.

    016 DB20B1 MP. 28.000 0.09 2.52

    ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 86.37

    ASTER MAN 0.00 0.00

    0.00 0.00

    0.000 0 Total= 88.89

    Total manopera la UM: 0.28 ore.

    017 DZ31A1 TONA 6.300 767.72 4836.67

    PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 243.99

    SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 71.03

    GROP IN MALAXOR M 22.40 141.12

    0.224 1 Total= 5292.80

    Total manopera la UM: 3.52 ore.

    018 TRA05A10 TONA 6.300 0.00 0.00

    TRANSPORT RUTIER MATERIALE,SEMIFABRICATE 0.00 0.00

    CU AUTOVEHIC.SPECIALE(CISTERNA,BETON. 0.00 0.00

    ETC)PE DIST.DE 10 20.00 126.00

    0.000 0 Total= 126.00

    019 TRA06A20 TONA 23.600 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =20KM 25.00 590.00

    0.000 0 Total= 590.00

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    2.623 17871.72 9386.73 4820.58 6258.26 38337.29

    Din care:

  • 024107 pag 17

    =================================================================

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 4820.58

    Detaliere transporturi:

    -Articole TRA 5 996.00

    -Transport auto 2.623x 100.00= 262.26

    Alte cheltuieli directe:

    -CAS:

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.20800 = 1 952.44

    -SOMAJ:

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.00500 = 46.93

    -Concedii 0,85%

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.00850 = 79.79

    -SANATATE 5.2%

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.05200 = 488.11

    -Fond de Risc

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.00260 = 24.41

    -FOND DE Gar.

    ( 9386.73 + 4820.58 * 0.000 +

    6258.26 * 0.000) * 0.00250 = 23.47

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    2.623 17871.72 12001.87 4820.58 6258.26 40952.43

    Regie intreprindere:

    40952.43 * 0.1000 = 4 095.24

    Profit:

    45047.67 * 0.0500 = 2 252.38

    TOTAL GENERAL DEVIZ: 47 300.05

    TVA 47300.05 * 19.0% = 8 987.01

    TOTAL cu TVA 56 287.06

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024108 pag 18

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0001 45000000 NORME UNITARE JT

    Lista cu cantitatile de lucrari

    Deviz oferta 024108 P TROT 4CBL JT H=1.2m,l=0.8m,100m

    Categoria de lucrari: 0024

    =================================================================

    = 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 DC04B1 M 202.000 4.91 991.25

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 653.25

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 4032.55

    DRUMURI 0.00 0.00

    0.000 0 Total= 5677.05

    Total manopera la UM: 0.29 ore.

    002 DG05A1 MP. 80.000 0.00 0.00

    DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 475.19

    FORMATE DIN COVOARE ASFALTICE 0.00 0.00

    PERMANENTE,BETOANE ASFALTICE 0.00 0.00

    0.000 0 Total= 475.19

    Total manopera la UM: 0.54 ore.

    003 TRB01C14 TONA 38.400 0.00 0.00

    TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 326.93

    PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

    GRUP1-3 DISTANTA 40M 0.00 0.00

    0.000 0 Total= 326.93

    Total manopera la UM: 0.77 ore.

    004 TRI1AA01C1 TONA 38.400 0.00 0.00

    INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 147.84

    MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

    AUTO CATEG.1 0.00 0.00

    0.000 0 Total= 147.84

    Total manopera la UM: 0.35 ore.

    005 TRA01A10P TONA 38.400 0.00 0.00

    TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

    MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

    20.00 768.00

    0.000 0 Total= 768.00

    006 TSA16D1 M.C. 96.000 0.00 0.00

    SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 3326.40

    UMID.NAT.FARA SPRIJ.LAT.

  • 024108 pag 19

    =================================================================

    010 TRA01A10 TONA 141.000 0.00 0.00

    TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00

    SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00

    DIST.= 10 KM. 20.00 2820.00

    0.000 0 Total= 2820.00

    011 W2H04A1 M.C. 20.000 31.50 629.99

    STRAT NISIP ASEZAT IN SANT PENTRU 5.02 100.32

    PROTEJAREA CABLURILOR LA LUCR IN PROF 0.00 0.00

    NETIPIZAT 0.00 0.00

    0.000 0 Total= 730.31

    Total manopera la UM: 0.46 ore.

    012 DF24A1 BUC. 10.000 2.38 23.84

    SEMNALIZARE RUTIERA ASIG CONTINU 291.63 2916.26

    CIRCULATIEI IN TIMP EXECUT LUCRARI CU 0.00 0.00

    INDICATOARE METALICE 2.80 28.00

    0.028 0 Total= 2968.11

    Total manopera la UM: 26.51 ore.

    013 DC05A1 MP. 80.000 2.05 163.79

    IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 541.83

    STRAT IN GROSIME DE 15 CM 6.73 538.66

    0.00 0.00

    0.000 0 Total= 1244.29

    Total manopera la UM: 0.62 ore.

    013 2100995 M.C. 12.000 380.00 4560.00

    BETON DE CIMENT B 400 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 4560.00

    014 DB02C1 100 MP. 0.800 0.00 0.00

    AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 29.04

    IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

    TAIAT 0.00 0.00

    0.000 0 Total= 29.04

    Total manopera la UM: 3.30 ore.

    015 DZ05A1 TONA 0.700 5151.14 3605.80

    PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 76.08

    DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 3.53

    121.90 85.33

    1.219 1 Total= 3770.73

    Total manopera la UM: 9.88 ore.

    016 DB20B1 MP. 50.000 0.09 4.50

    ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 154.23

    ASTER MAN 0.00 0.00

    0.00 0.00

    0.000 0 Total= 158.73

    Total manopera la UM: 0.28 ore.

    017 DZ31A1 TONA 7.600 767.72 5834.71

    PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 294.34

    SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 85.68

    GROP IN MALAXOR M 22.40 170.24

    0.224 2 Total= 6384.97

    Total manopera la UM: 3.52 ore.

    018 TRA05A10 TONA 7.600 0.00 0.00

    TRANSPORT RUTIER MATERIALE,SEMIFABRICATE 0.00 0.00

    CU AUTOVEHIC.SPECIALE(CISTERNA,BETON. 0.00 0.00

    ETC)PE DIST.DE 10 20.00 152.00

    0.000 0 Total= 152.00

    019 TRA06A20 TONA 29.000 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =20KM 25.00 725.00

    0.000 0 Total= 725.00

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    2.836 19591.95 10408.33 5000.50 7628.57 42629.35

    Din care:

  • 024108 pag 20

    =================================================================

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 5000.50

    Detaliere transporturi:

    -Articole TRA 7 345.00

    -Transport auto 2.836x 100.00= 283.57

    Alte cheltuieli directe:

    -CAS:

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.20800 = 2 164.93

    -SOMAJ:

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.00500 = 52.04

    -Concedii 0,85%

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.00850 = 88.47

    -SANATATE 5.2%

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.05200 = 541.23

    -Fond de Risc

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.00260 = 27.06

    -FOND DE Gar.

    ( 10408.33 + 5000.50 * 0.000 +

    7628.57 * 0.000) * 0.00250 = 26.02

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    2.836 19591.95 13308.09 5000.50 7628.57 45529.11

    Cheltuieli indirecte:

    45529.11 * 0.1000 = 4 552.91

    Profit:

    50082.02 * 0.0500 = 2 504.10

    TOTAL GENERAL DEVIZ: 52 586.13

    TVA 52586.13 * 19.0% = 9 991.36

    TOTAL cu TVA 62 577.49

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024201 pag 21

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0002 45310000 NORME UNITARE MT

    Lista cu cantitatile de lucrari

    Deviz oferta 024201 FUNDATIE SC 15006 TURNATA

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA17E2 M.C. 1.220 0.00 0.00

    SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 47.51

    PAM.CU UMID.NAT.CU SPRIJ.LAT.>1M,ADINC. 0.00 0.00

  • 024201 pag 22

    =================================================================

    009 CP25A1 M.C. 0.210 0.03 0.01

    TURN.BET.IN IMBINARI ELEM.PREF.DIN BET. 105.38 22.13

    ARM.LA MON OLITIZAREA STILPILOR IN 5.00 1.05

    FUNDATII PAHAR 0.00 0.00

    0.000 0 Total= 23.19

    Total manopera la UM: 9.58 ore.

    009 2100969 M.C. 0.212 325.00 68.90

    BETON DE CIMENT B 250 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 68.90

    010 CF11A1 MP. 1.600 1.75 2.80

    TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 19.01

    APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00

    GROS EXCLUSIV SCHELA 0.30 0.48

    0.003 0 Total= 22.29

    Total manopera la UM: 1.08 ore.

    011 CZ0209G1 M.C. 0.032 265.00 8.48

    PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.06

    TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00

    VAR 38.10 1.22

    0.381 0 Total= 10.76

    Total manopera la UM: 3.00 ore.

    012 TSD19C1 M.C. 0.200 0.02 0.00

    UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 40.85 8.17

    ELECTR.AER.DE INALTA TENS.CU PAM.DIN T. 0.00 0.00

    F.TARE 0.00 0.00

    0.000 0 Total= 8.17

    Total manopera la UM: 3.71 ore.

    014 TRA06A15 TONA 3.030 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =15KM 20.00 60.60

    0.000 0 Total= 60.60

    015 W2G17A# M 2.000 0.00 0.00

    Montare si demontare podete metalice 7.04 14.08

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 14.08

    Total manopera la UM: 0.64 ore.

    016 DG06B1 M.C. 0.130 0.00 0.00

    SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 4.83

    POZARE CABL COND POD GURI,SCURG IN ALEI 11.89 1.55

    FUND DRUM 0.00 0.00

    0.000 0 Total= 6.38

    Total manopera la UM: 3.38 ore.

    017 DC04B1 M 3.200 4.91 15.70

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 10.35

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 63.88

    DRUMURI 0.00 0.00

    0.000 0 Total= 89.93

    Total manopera la UM: 0.29 ore.

    018 DG04B1 M 2.000 0.00 0.00

    DESFACEREA DE BORDURI DE PIATRA SAU DE 3.57 7.15

    BETON ORICEDIMENSIUNE ASEZATA PE BETON 0.00 0.00

    0.00 0.00

    0.000 0 Total= 7.15

    Total manopera la UM: 0.32 ore.

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.052 440.09 283.94 66.48 109.84 900.35

    Din care:

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 66.48

    Detaliere transporturi:

    -Articole TRA 104.60

  • 024201 pag 23

    =================================================================

    -Transport auto 0.052x 100.00= 5.24

    Alte cheltuieli directe:

    -CAS:

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.20800 = 59.06

    -SOMAJ:

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.00500 = 1.42

    -Concedii 0,85%

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.00850 = 2.41

    -SANATATE 5.2%

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.05200 = 14.76

    -Fond de Risc

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.00260 = 0.74

    -FOND DE Gar.

    ( 283.94 + 66.48 * 0.000 +

    109.84 * 0.000) * 0.00250 = 0.71

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.052 440.09 363.05 66.48 109.84 979.46

    Cheltuieli indirecte:

    979.46 * 0.1000 = 97.95

    Profit:

    1077.40 * 0.0500 = 53.87

    TOTAL GENERAL DEVIZ: 1 131.27

    TVA 1131.27 * 19.0% = 214.94

    TOTAL cu TVA 1 346.22

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024202 pag 24

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0002 45310000 NORME UNITARE MT

    Lista cu cantitatile de lucrari

    Deviz oferta 024202 FUNDATIE SC 15014 TURNATA

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA17E2 M.C. 2.970 0.00 0.00

    SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 115.65

    PAM.CU UMID.NAT.CU SPRIJ.LAT.>1M,ADINC. 0.00 0.00

  • 024202 pag 25

    =================================================================

    009 CP25A1 M.C. 0.250 0.03 0.01

    TURN.BET.IN IMBINARI ELEM.PREF.DIN BET. 105.38 26.34

    ARM.LA MON OLITIZAREA STILPILOR IN 5.00 1.25

    FUNDATII PAHAR 0.00 0.00

    0.000 0 Total= 27.60

    Total manopera la UM: 9.58 ore.

    009 2100969 M.C. 0.252 325.00 81.90

    BETON DE CIMENT B 250 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 81.90

    010 CF11A1 MP. 2.810 1.75 4.92

    TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 33.38

    APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00

    GROS EXCLUSIV SCHELA 0.30 0.84

    0.003 0 Total= 39.15

    Total manopera la UM: 1.08 ore.

    011 CZ0209G1 M.C. 0.060 265.00 15.90

    PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.98

    TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00

    VAR 38.10 2.29

    0.381 0 Total= 20.17

    Total manopera la UM: 3.00 ore.

    012 TSD19C1 M.C. 0.300 0.02 0.00

    UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 40.85 12.26

    ELECTR.AER.DE INALTA TENS.CU PAM.DIN T. 0.00 0.00

    F.TARE 0.00 0.00

    0.000 0 Total= 12.26

    Total manopera la UM: 3.71 ore.

    014 TRA06A15 TONA 6.550 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =15KM 20.00 131.00

    0.000 0 Total= 131.00

    015 W2G17A# M 2.000 0.00 0.00

    Montare si demontare podete metalice 7.04 14.08

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 14.08

    Total manopera la UM: 0.64 ore.

    016 DG06B1 M.C. 0.310 0.00 0.00

    SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 11.53

    POZARE CABL COND POD GURI,SCURG IN ALEI 11.89 3.69

    FUND DRUM 0.00 0.00

    0.000 0 Total= 15.21

    Total manopera la UM: 3.38 ore.

    017 DC04B1 M 5.000 4.91 24.54

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 16.17

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 99.82

    DRUMURI 0.00 0.00

    0.000 0 Total= 140.52

    Total manopera la UM: 0.29 ore.

    018 DG04B1 M 2.000 0.00 0.00

    DESFACEREA DE BORDURI DE PIATRA SAU DE 3.57 7.15

    BETON ORICEDIMENSIUNE ASEZATA PE BETON 0.00 0.00

    0.00 0.00

    0.000 0 Total= 7.15

    Total manopera la UM: 0.32 ore.

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.079 881.27 505.04 104.75 245.94 1737.00

    Din care:

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 104.75

    Detaliere transporturi:

    -Articole TRA 238.00

  • 024202 pag 26

    =================================================================

    -Transport auto 0.079x 100.00= 7.94

    Alte cheltuieli directe:

    -CAS:

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.20800 = 105.05

    -SOMAJ:

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.00500 = 2.53

    -Concedii 0,85%

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.00850 = 4.29

    -SANATATE 5.2%

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.05200 = 26.26

    -Fond de Risc

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.00260 = 1.31

    -FOND DE Gar.

    ( 505.04 + 104.75 * 0.000 +

    245.94 * 0.000) * 0.00250 = 1.26

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.079 881.27 645.74 104.75 245.94 1877.70

    Cheltuieli indirecte:

    1877.70 * 0.1000 = 187.77

    Profit:

    2065.47 * 0.0500 = 103.27

    TOTAL GENERAL DEVIZ: 2 168.75

    TVA 2168.75 * 19.0% = 412.06

    TOTAL cu TVA 2 580.81

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024203 pag 27

    =================================================================

    Formularul F3

    Obiectivul: 0024 45310000 Norme UNITARE MT si JT

    Obiectul: 0002 45310000 NORME UNITARE MT

    Lista cu cantitatile de lucrari

    Deviz oferta 024203 FUNDATIE SC 15015 TURNATA

    Categoria de lucrari: 0024

    =================================================================

    = 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 TSA17E2 M.C. 3.440 0.00 0.00

    SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 133.95

    PAM.CU UMID.NAT.CU SPRIJ.LAT.>1M,ADINC. 0.00 0.00

  • 024203 pag 28

    =================================================================

    009 CP25A1 M.C. 0.320 0.03 0.01

    TURN.BET.IN IMBINARI ELEM.PREF.DIN BET. 105.38 33.72

    ARM.LA MON OLITIZAREA STILPILOR IN 5.00 1.60

    FUNDATII PAHAR 0.00 0.00

    0.000 0 Total= 35.33

    Total manopera la UM: 9.58 ore.

    009 2100969 M.C. 0.323 325.00 104.97

    BETON DE CIMENT B 250 STAS 3622 0.00 0.00

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 104.97

    010 CF11A1 MP. 3.100 1.75 5.43

    TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 36.83

    APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00

    GROS EXCLUSIV SCHELA 0.30 0.93

    0.003 0 Total= 43.19

    Total manopera la UM: 1.08 ore.

    011 CZ0209G1 M.C. 0.060 265.00 15.90

    PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.98

    TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00

    VAR 38.10 2.29

    0.381 0 Total= 20.17

    Total manopera la UM: 3.00 ore.

    012 TSD19C1 M.C. 0.500 0.02 0.01

    UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 40.85 20.43

    ELECTR.AER.DE INALTA TENS.CU PAM.DIN T. 0.00 0.00

    F.TARE 0.00 0.00

    0.000 0 Total= 20.43

    Total manopera la UM: 3.71 ore.

    014 TRA06A15 TONA 7.500 0.00 0.00

    TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

    MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

    DIST. =15KM 20.00 150.00

    0.000 0 Total= 150.00

    015 W2G17A# M 2.000 0.00 0.00

    Montare si demontare podete metalice 7.04 14.08

    0.00 0.00

    0.00 0.00

    0.000 0 Total= 14.08

    Total manopera la UM: 0.64 ore.

    016 DG06B1 M.C. 0.310 0.00 0.00

    SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 11.53

    POZARE CABL COND POD GURI,SCURG IN ALEI 11.89 3.69

    FUND DRUM 0.00 0.00

    0.000 0 Total= 15.21

    Total manopera la UM: 3.38 ore.

    017 DC04B1 M 5.000 4.91 24.54

    TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 16.17

    CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 99.82

    DRUMURI 0.00 0.00

    0.000 0 Total= 140.52

    Total manopera la UM: 0.29 ore.

    018 DG04B1 M 2.000 0.00 0.00

    DESFACEREA DE BORDURI DE PIATRA SAU DE 3.57 7.15

    BETON ORICEDIMENSIUNE ASEZATA PE BETON 0.00 0.00

    0.00 0.00

    0.000 0 Total= 7.15

    Total manopera la UM: 0.32 ore.

    Cheltuieli directe din articole:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.087 1039.69 589.60 105.10 293.26 2027.65

    Din care:

    Valoare aferenta utilaje termice = 0.00

    Valoare aferenta utilaje electrice = 105.10

    Detaliere transporturi:

    -Articole TRA 284.60

  • 024203 pag 29

    =================================================================

    -Transport auto 0.087x 100.00= 8.66

    Alte cheltuieli directe:

    -CAS:

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.20800 = 122.64

    -SOMAJ:

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.00500 = 2.95

    -Concedii 0,85%

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.00850 = 5.01

    -SANATATE 5.2%

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.05200 = 30.66

    -Fond de Risc

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.00260 = 1.53

    -FOND DE Gar.

    ( 589.60 + 105.10 * 0.000 +

    293.26 * 0.000) * 0.00250 = 1.47

    Total cheltuieli directe:

    GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

    0.087 1039.69 753.86 105.10 293.26 2191.91

    Cheltuieli indirecte:

    2191.91 * 0.1000 = 219.19

    Profit:

    2411.10 * 0.0500 = 120.56

    TOTAL GENERAL DEVIZ: 2 531.66

    TVA 2531.66 * 19.0% = 481.01

    TOTAL cu TVA 3 012.67

    PROIECTANT CONTRACTANT (OFERTANT)

    DEVIZIER

  • 024204 pag 30

    =================================================================

    Formula