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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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( 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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 1767.15

Total manopera la UM: 3.15 ore.

002 W2H02C# M 100.000 9.38 938.00

Profil pentru cable de 1KV cu strat 2.64 264.00

protector din nisip si banda din PVC pt. 0.00 0.00

cable - profil 2M 0.10 10.00

0.001 0 Total= 1212.00

Total manopera la UM: 0.24 ore.

003 TSD19A1 M.C. 39.000 0.02 0.62

UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 692.41

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

USOR,SAU MIJLOCI 0.00 0.00

0.000 0 Total= 693.03

Total manopera la UM: 1.61 ore.

004 TRB01C14 TONA 22.000 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 187.31

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 187.31

Total manopera la UM: 0.77 ore.

005 TRI1AA01C1 TONA 22.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 84.70

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 84.70

Total manopera la UM: 0.35 ore.

006 TRA01A10P TONA 22.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 440.00

0.000 0 Total= 440.00

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.100 938.62 2995.56 0.00 450.00 4384.19

Detaliere transporturi:

-Articole TRA 440.00

-Transport auto 0.100x 100.00= 10.00

Alte cheltuieli directe:

-CAS:

( 2995.56 + 0.00 * 0.000 +

450.00 * 0.000) * 0.20800 = 623.08

-SOMAJ:

( 2995.56 + 0.00 * 0.000 +

450.00 * 0.000) * 0.00500 = 14.98

-Concedii 0,85%

( 2995.56 + 0.00 * 0.000 +

450.00 * 0.000) * 0.00850 = 25.46

-SANATATE 5.2%

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( 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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 1940.40

Total manopera la UM: 3.15 ore.

002 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.

003 TSD19A1 M.C. 43.000 0.02 0.69

UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 763.42

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

USOR,SAU MIJLOCI 0.00 0.00

0.000 0 Total= 764.11

Total manopera la UM: 1.61 ore.

004 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.

005 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.

006 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

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.200 2000.69 3363.56 0.00 500.00 5864.24

Detaliere transporturi:

-Articole TRA 480.00

-Transport auto 0.200x 100.00= 20.00

Alte cheltuieli directe:

-CAS:

( 3363.56 + 0.00 * 0.000 +

500.00 * 0.000) * 0.20800 = 699.62

-SOMAJ:

( 3363.56 + 0.00 * 0.000 +

500.00 * 0.000) * 0.00500 = 16.82

-Concedii 0,85%

( 3363.56 + 0.00 * 0.000 +

500.00 * 0.000) * 0.00850 = 28.59

-SANATATE 5.2%

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

( 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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 2356.20

Total manopera la UM: 3.15 ore.

002 W2H04A1 M.C. 16.000 31.50 504.00

STRAT NISIP ASEZAT IN SANT PENTRU 5.02 80.26

PROTEJAREA CABLURILOR LA LUCR IN PROF 0.00 0.00

NETIPIZAT 0.00 0.00

0.000 0 Total= 584.25

Total manopera la UM: 0.46 ore.

003 TSD19A1 M.C. 52.000 0.02 0.83

UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 923.21

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

USOR,SAU MIJLOCI 0.00 0.00

0.000 0 Total= 924.04

Total manopera la UM: 1.61 ore.

004 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.

005 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.

006 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

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.000 504.83 3718.22 0.00 580.00 4803.04

Detaliere transporturi:

-Articole TRA 580.00

Alte cheltuieli directe:

-CAS:

( 3718.22 + 0.00 * 0.000 +

580.00 * 0.000) * 0.20800 = 773.39

-SOMAJ:

( 3718.22 + 0.00 * 0.000 +

580.00 * 0.000) * 0.00500 = 18.59

-Concedii 0,85%

( 3718.22 + 0.00 * 0.000 +

580.00 * 0.000) * 0.00850 = 31.60

-SANATATE 5.2%

( 3718.22 + 0.00 * 0.000 +

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

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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 2079.00

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 90.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 346.50

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 346.50

Total manopera la UM: 0.35 ore.

008 DA06A1 M.C. 40.000 59.03 2361.28

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 507.64

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 212.55

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 3081.48

Total manopera la UM: 1.15 ore.

009 TRA01A10 TONA 88.000 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 1760.00

0.000 0 Total= 1760.00

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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:

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( 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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 2494.80

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 108.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 415.80

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 415.80

Total manopera la UM: 0.35 ore.

008 TRA01A20P TONA 108.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=20 KM 0.00 0.00

20.00 2160.00

0.000 0 Total= 2160.00

009 DA06A1 M.C. 48.000 59.03 2833.54

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 609.17

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 255.06

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 3697.77

Total manopera la UM: 1.15 ore.

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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

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

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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 2702.70

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 117.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 450.45

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 450.45

Total manopera la UM: 0.35 ore.

008 TRA01A20P TONA 117.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=20 KM 0.00 0.00

20.00 2340.00

0.000 0 Total= 2340.00

009 DA06A1 M.C. 52.000 59.03 3069.67

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 659.93

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 276.32

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 4005.92

Total manopera la UM: 1.15 ore.

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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:

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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

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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 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.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 3326.40

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 144.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 554.40

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 554.40

Total manopera la UM: 0.35 ore.

008 TRA01A20P TONA 144.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=20 KM 0.00 0.00

20.00 2880.00

0.000 0 Total= 2880.00

009 DA06A1 M.C. 64.000 59.03 3778.05

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 812.22

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 340.08

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 4930.36

Total manopera la UM: 1.15 ore.

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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:

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

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

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

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

<2,5M,T.TARE 0.00 0.00

0.000 0 Total= 47.51

Total manopera la UM: 3.54 ore.

002 TSF13A1 MP. 6.100 0.82 5.00

SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 20.13

LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00

LAT.CU INTERSP.0,2-0,6 0.20 1.22

0.002 0 Total= 26.35

Total manopera la UM: 0.30 ore.

003 TRB01C14 TONA 2.200 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 18.73

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 18.73

Total manopera la UM: 0.77 ore.

004 TRA01A10P TONA 2.200 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 44.00

0.000 0 Total= 44.00

005 TRI1AA01C1 TONA 2.200 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 8.47

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 8.47

Total manopera la UM: 0.35 ore.

006 CA01M1 M.C. 1.050 0.02 0.02

TURNARE BETON SIMPLU IN FUNDATII LA 38.17 40.08

CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00

0.00 0.00

0.000 0 Total= 40.10

Total manopera la UM: 3.47 ore.

006 2100957 M.C. 1.058 302.00 319.52

BETON DE CIMENT B 200 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 319.52

007 CB01A1 MP. 1.100 2.90 3.20

COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 12.95

UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00

SI SUBSC INCL SPIJIN 0.30 0.33

0.003 0 Total= 16.47

Total manopera la UM: 1.07 ore.

008 CB17B1 MP. 3.320 4.96 16.47

COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 49.30

IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00

0.60 1.99

0.006 0 Total= 67.77

Total manopera la UM: 1.35 ore.

Page 22: devize bransamente

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

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

Page 23: devize bransamente

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

-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

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

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

<2,5M,T.TARE 0.00 0.00

0.000 0 Total= 115.65

Total manopera la UM: 3.54 ore.

002 TSF13A1 MP. 9.500 0.82 7.78

SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 31.35

LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00

LAT.CU INTERSP.0,2-0,6 0.20 1.90

0.002 0 Total= 41.03

Total manopera la UM: 0.30 ore.

003 TRB01C14 TONA 5.350 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 45.55

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 45.55

Total manopera la UM: 0.77 ore.

004 TRA01A10P TONA 5.350 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 107.00

0.000 0 Total= 107.00

005 TRI1AA01C1 TONA 5.350 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 20.60

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 20.60

Total manopera la UM: 0.35 ore.

006 CA01M1 M.C. 2.370 0.02 0.04

TURNARE BETON SIMPLU IN FUNDATII LA 38.17 90.46

CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00

0.00 0.00

0.000 0 Total= 90.50

Total manopera la UM: 3.47 ore.

006 2100957 M.C. 2.389 302.00 721.48

BETON DE CIMENT B 200 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 721.48

007 CB01A1 MP. 1.500 2.90 4.36

COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 17.66

UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00

SI SUBSC INCL SPIJIN 0.30 0.45

0.003 0 Total= 22.46

Total manopera la UM: 1.07 ore.

008 CB17B1 MP. 4.100 4.96 20.34

COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 60.88

IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00

0.60 2.46

0.006 0 Total= 83.69

Total manopera la UM: 1.35 ore.

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

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

Page 26: devize bransamente

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

-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

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

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

<2,5M,T.TARE 0.00 0.00

0.000 0 Total= 133.95

Total manopera la UM: 3.54 ore.

002 TSF13A1 MP. 11.000 0.82 9.01

SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 36.30

LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00

LAT.CU INTERSP.0,2-0,6 0.20 2.20

0.002 0 Total= 47.51

Total manopera la UM: 0.30 ore.

003 TRB01C14 TONA 6.730 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 57.30

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 57.30

Total manopera la UM: 0.77 ore.

004 TRA01A10P TONA 6.730 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 134.60

0.000 0 Total= 134.60

005 TRI1AA01C1 TONA 6.730 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 25.91

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 25.91

Total manopera la UM: 0.35 ore.

006 CA01M1 M.C. 2.800 0.02 0.04

TURNARE BETON SIMPLU IN FUNDATII LA 38.17 106.88

CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00

0.00 0.00

0.000 0 Total= 106.92

Total manopera la UM: 3.47 ore.

006 2100957 M.C. 2.822 302.00 852.24

BETON DE CIMENT B 200 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 852.24

007 CB01A1 MP. 1.620 2.90 4.71

COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 19.07

UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00

SI SUBSC INCL SPIJIN 0.30 0.49

0.003 0 Total= 24.26

Total manopera la UM: 1.07 ore.

008 CB17B1 MP. 4.600 4.96 22.82

COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 68.31

IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00

0.60 2.76

0.006 0 Total= 93.89

Total manopera la UM: 1.35 ore.

Page 28: devize bransamente

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

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

Page 29: devize bransamente

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

Page 30: devize bransamente

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024204 FUND SC 15014 CU PTA 100KVA

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 TSA17I3 M.C. 5.630 0.00 0.00

SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 103.40 582.14

PAM.IMBIB.CU APA CU SPRIJ.LAT.>1M,ADINC. 0.00 0.00

<4M,T.F.TARE 0.00 0.00

0.000 0 Total= 582.14

Total manopera la UM: 9.40 ore.

002 TSF13A1 MP. 15.000 0.82 12.29

SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 49.50

LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00

LAT.CU INTERSP.0,2-0,6 0.20 3.00

0.002 0 Total= 64.79

Total manopera la UM: 0.30 ore.

003 TRB01C14 TONA 10.200 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 86.84

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 86.84

Total manopera la UM: 0.77 ore.

004 TRA01A10P TONA 10.200 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 204.00

0.000 0 Total= 204.00

005 TRI1AA01C1 TONA 10.200 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 39.27

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 39.27

Total manopera la UM: 0.35 ore.

006 TSA24A1 ORA 8.000 0.00 0.00

EPUIZAREA MEC.A APEI DIN SAP.IN TEREN CU 0.00 0.00

INFILTR.PUTERNICE CU MOTOPOMPA DE APA DE 18.47 147.80

6,6-12KW 0.00 0.00

0.000 0 Total= 147.80

007 CA02W1 M.C. 5.100 0.02 0.08

TURNARE BETON ARMAT IN FUNDATII LA 38.72 197.47

CONSTRUCTII INGINERESTI CU UN VOLUM <8MC 0.00 0.00

(STILPI LEA) 0.00 0.00

0.000 0 Total= 197.55

Total manopera la UM: 3.52 ore.

007 2100957 M.C. 5.141 302.00 1552.58

BETON DE CIMENT B 200 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 1552.58

008 CB01A1 MP. 2.000 2.90 5.81

COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 23.54

UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00

SI SUBSC INCL SPIJIN 0.30 0.60

0.003 0 Total= 29.95

Total manopera la UM: 1.07 ore.

Page 31: devize bransamente

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

009 CB17B1 MP. 4.100 4.96 20.34

COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 60.88

IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00

0.60 2.46

0.006 0 Total= 83.69

Total manopera la UM: 1.35 ore.

010 CP25A1 M.C. 0.300 0.03 0.01

TURN.BET.IN IMBINARI ELEM.PREF.DIN BET. 105.38 31.61

ARM.LA MON OLITIZAREA STILPILOR IN 5.00 1.50

FUNDATII PAHAR 0.00 0.00

0.000 0 Total= 33.12

Total manopera la UM: 9.58 ore.

010 2100969 M.C. 0.302 325.00 98.15

BETON DE CIMENT B 250 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 98.15

011 CC01A1 KG 57.700 0.04 2.37

MONTARE ARMATURI DIN OTEL BETON D<18MM 0.36 20.95

IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00

MASE PLASTICE 0.00 0.00

0.000 0 Total= 23.31

Total manopera la UM: 0.03 ore.

012 CZ0305C1 KG 62.900 2.19 138.01

CONFECT.ARMAT.PT.ELEM.PRETUR.IN ATEL. 0.71 44.97

CENTR.PENTRU PREFAB.PE SANTIER DIN OB 37 0.04 2.65

D= 6-8MM 0.10 6.29

0.001 0 Total= 191.92

Total manopera la UM: 0.06 ore.

013 CF11A1 MP. 4.100 1.75 7.18

TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 48.71

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

GROS EXCLUSIV SCHELA 0.30 1.23

0.003 0 Total= 57.12

Total manopera la UM: 1.08 ore.

014 CZ0209G1 M.C. 0.081 265.00 21.47

PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 2.67

TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00

VAR 38.10 3.09

0.381 0 Total= 27.22

Total manopera la UM: 3.00 ore.

016 TRA06A40 TONA 13.000 0.00 0.00

TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00

DIST.=40 KM 30.00 390.00

0.000 0 Total= 390.00

017 ACA11D1 M 3.000 6.02 18.06

MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.63 10.89

EXTERIORULCLADIRILOR,AVIND DN 110 0.01 0.04

0.30 0.90

0.003 0 Total= 29.89

Total manopera la UM: 0.33 ore.

018 W2G06A01 M 10.000 0.00 0.00

MONT SI DEMONT PODETE METALICE ZONE 7.15 71.50

CIRCULATIE 0.00 0.00

0.00 0.00

0.000 0 Total= 71.50

Total manopera la UM: 0.65 ore.

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.176 1876.34 1270.95 151.99 611.57 3910.85

Din care:

Valoare aferenta utilaje termice = 0.00

Valoare aferenta utilaje electrice = 151.99

Detaliere transporturi:

-Articole TRA 594.00

Page 32: devize bransamente

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

-Transport auto 0.176x 100.00= 17.57

Alte cheltuieli directe:

-CAS:

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.20800 = 264.36

-SOMAJ:

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.00500 = 6.35

-Concedii 0,85%

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.00850 = 10.80

-SANATATE 5.2%

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.05200 = 66.09

-Fond de Risc

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.00260 = 3.30

-FOND DE Gar.

( 1270.95 + 151.99 * 0.000 +

611.57 * 0.000) * 0.00250 = 3.18

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.176 1876.34 1625.04 151.99 611.57 4264.94

Cheltuieli indirecte:

4264.94 * 0.1000 = 426.49

Profit:

4691.43 * 0.0500 = 234.57

TOTAL GENERAL DEVIZ: 4 926.00

TVA 4926.00 * 19.0% = 935.94

TOTAL cu TVA 5 861.94

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024205 FUND SC 15015 CU PTA 100KVA

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 TSA17I3 M.C. 5.630 0.00 0.00

SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 103.40 582.14

PAM.IMBIB.CU APA CU SPRIJ.LAT.>1M,ADINC. 0.00 0.00

<4M,T.F.TARE 0.00 0.00

0.000 0 Total= 582.14

Total manopera la UM: 9.40 ore.

002 TSF13A1 MP. 15.000 0.82 12.29

SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 49.50

LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00

LAT.CU INTERSP.0,2-0,6 0.20 3.00

0.002 0 Total= 64.79

Total manopera la UM: 0.30 ore.

003 TRB01C14 TONA 10.200 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 86.84

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 86.84

Total manopera la UM: 0.77 ore.

004 TRA01A10P TONA 10.200 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 204.00

0.000 0 Total= 204.00

005 TRI1AA01C1 TONA 10.200 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 39.27

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 39.27

Total manopera la UM: 0.35 ore.

006 TSA24A1 ORA 8.000 0.00 0.00

EPUIZAREA MEC.A APEI DIN SAP.IN TEREN CU 0.00 0.00

INFILTR.PUTERNICE CU MOTOPOMPA DE APA DE 18.47 147.80

6,6-12KW 0.00 0.00

0.000 0 Total= 147.80

007 CA02W1 M.C. 5.100 0.02 0.08

TURNARE BETON ARMAT IN FUNDATII LA 38.72 197.47

CONSTRUCTII INGINERESTI CU UN VOLUM <8MC 0.00 0.00

(STILPI LEA) 0.00 0.00

0.000 0 Total= 197.55

Total manopera la UM: 3.52 ore.

007 2100957 M.C. 5.141 302.00 1552.58

BETON DE CIMENT B 200 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 1552.58

008 CP25A1 M.C. 0.400 0.03 0.01

TURN.BET.IN IMBINARI ELEM.PREF.DIN BET. 105.38 42.15

ARM.LA MON OLITIZAREA STILPILOR IN 5.00 2.00

FUNDATII PAHAR 0.00 0.00

0.000 0 Total= 44.16

Total manopera la UM: 9.58 ore.

Page 34: devize bransamente

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

008 2100969 M.C. 0.403 325.00 130.98

BETON DE CIMENT B 250 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 130.98

009 CB01A1 MP. 2.000 2.90 5.81

COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 23.54

UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00

SI SUBSC INCL SPIJIN 0.30 0.60

0.003 0 Total= 29.95

Total manopera la UM: 1.07 ore.

010 CB17B1 MP. 4.100 4.96 20.34

COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 60.88

IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00

0.60 2.46

0.006 0 Total= 83.69

Total manopera la UM: 1.35 ore.

011 CC01A1 KG 57.200 0.04 2.35

MONTARE ARMATURI DIN OTEL BETON D<18MM 0.36 20.76

IN FUNDATIIIZOLATE CU DISTANTIERI DIN 0.00 0.00

MASE PLASTICE 0.00 0.00

0.000 0 Total= 23.11

Total manopera la UM: 0.03 ore.

012 CZ0305C1 KG 62.900 2.19 138.01

CONFECT.ARMAT.PT.ELEM.PRETUR.IN ATEL. 0.71 44.97

CENTR.PENTRU PREFAB.PE SANTIER DIN OB 37 0.04 2.65

D= 6-8MM 0.10 6.29

0.001 0 Total= 191.92

Total manopera la UM: 0.06 ore.

013 CF11A1 MP. 4.100 1.75 7.18

TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 48.71

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

GROS EXCLUSIV SCHELA 0.30 1.23

0.003 0 Total= 57.12

Total manopera la UM: 1.08 ore.

014 CZ0209C1 M.C. 0.081 262.09 21.23

PREPARARE MORTAR PT.TENCUIELI M100-T CU 5.72 0.46

CIMENT M30 IN INSTAL.CENTRALIZATE CU VAR 10.84 0.88

HIDRATAT 38.50 3.12

0.385 0 Total= 25.69

Total manopera la UM: 0.52 ore.

015 TRA06A40 TONA 13.200 0.00 0.00

TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

MORTARULUI CU AUTOBETONIERA DE 5,5 MC 0.00 0.00

DIST.=40 KM 30.00 396.00

0.000 0 Total= 396.00

016 ACA11D1 M 3.000 6.02 18.06

MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.63 10.89

EXTERIORULCLADIRILOR,AVIND DN 110 0.01 0.04

0.30 0.90

0.003 0 Total= 29.89

Total manopera la UM: 0.33 ore.

017 W2G06A01 M 10.000 0.00 0.00

MONT SI DEMONT PODETE METALICE ZONE 7.15 71.50

CIRCULATIE 0.00 0.00

0.00 0.00

0.000 0 Total= 71.50

Total manopera la UM: 0.65 ore.

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.176 1908.91 1279.10 153.37 617.60 3958.98

Din care:

Valoare aferenta utilaje termice = 0.00

Valoare aferenta utilaje electrice = 153.37

Detaliere transporturi:

-Articole TRA 600.00

Page 35: devize bransamente

024205 pag 35

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

-Transport auto 0.176x 100.00= 17.60

Alte cheltuieli directe:

-CAS:

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.20800 = 266.05

-SOMAJ:

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.00500 = 6.40

-Concedii 0,85%

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.00850 = 10.87

-SANATATE 5.2%

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.05200 = 66.51

-Fond de Risc

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.00260 = 3.33

-FOND DE Gar.

( 1279.10 + 153.37 * 0.000 +

617.60 * 0.000) * 0.00250 = 3.20

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.176 1908.91 1635.46 153.37 617.60 4315.33

Cheltuieli indirecte:

4315.33 * 0.1000 = 431.53

Profit:

4746.87 * 0.0500 = 237.34

TOTAL GENERAL DEVIZ: 4 984.21

TVA 4984.21 * 19.0% = 947.00

TOTAL cu TVA 5 931.21

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024206 PRIZA DE PAMANT 1 CONTUR MT

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 W1MN10B# BUC. 1.000 0.00 0.00

Priza de pamant zincata cu un contur 663.74 663.74

montata in teren tare 0.00 0.00

0.00 0.00

0.000 0 Total= 663.74

Total manopera la UM: 60.34 ore.

001 7309904 BUC. 1.000 450.00 450.00

Priza pamant 1 contur, banda OL-ZN 40x4 0.00 0.00

L=18m, 4 electrozi din teava zincata de 0.00 0.00

2" de 1,5m 11.20 11.20

0.112 0 Total= 461.20

002 W1MN15A# BUC. 1.000 0.79 0.79

Imbinarea prizei de legare la pamant cu 1.10 1.10

suruburi galvanizate 0.00 0.00

0.00 0.00

0.000 0 Total= 1.89

Total manopera la UM: 0.10 ore.

003 W1MN18A# BUC. 9.000 0.70 6.29

Conductor funie otel zincat pentru 3.30 29.70

legarea confectiilor metalice si a 0.00 0.00

aparatelor electrice la pamant (LPN 0.00 0.00

20KV) Total= 35.99

0.000 0

Total manopera la UM: 0.30 ore.

003 3701414 KG 2.600 4.50 11.70

Banda din otel Zn 40x4mm; 0.00 0.00

0.00 0.00

0.10 0.26

0.001 0 Total= 11.96

004 W2J03A# BUC. 1.000 0.00 0.00

Verificarea prizelor de pamant 19.80 19.80

0.00 0.00

0.00 0.00

0.000 0 Total= 19.80

Total manopera la UM: 1.80 ore.

005 W1MN17B# BUC. 1.000 50.86 50.86

Conductor funie otel zincat pentru 33.55 33.55

legarea la pamant, montat pe stalpi LEA 0.00 0.00

20KV Stalpi de beton 0.60 0.60

0.006 0 Total= 85.01

Total manopera la UM: 3.05 ore.

005 3701414 KG 15.200 4.50 68.40

Banda din otel Zn 40x4mm; 0.00 0.00

0.00 0.00

0.10 1.52

0.001 0 Total= 69.92

005 6305901 SET 1.000 9.45 9.45

Bratara de fixare conductor de punere la 0.00 0.00

pamant pe stalp TC 15015; 0.00 0.00

0.20 0.20

0.002 0 Total= 9.65

Page 37: devize bransamente

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

006 W1MN06A# BUC. 1.000 181.09 181.09

Piesa de separatie pentru priza de 3.30 3.30

pamant 0.00 0.00

0.10 0.10

0.001 0 Total= 184.49

Total manopera la UM: 0.30 ore.

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.139 778.58 751.19 0.00 13.88 1543.65

Detaliere transporturi:

-Transport auto 0.139x 100.00= 13.88

Alte cheltuieli directe:

-CAS:

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.20800 = 156.25

-SOMAJ:

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.00500 = 3.76

-Concedii 0,85%

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.00850 = 6.39

-SANATATE 5.2%

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.05200 = 39.06

-Fond de Risc

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.00260 = 1.95

-FOND DE Gar.

( 751.19 + 0.00 * 0.000 +

13.88 * 0.000) * 0.00250 = 1.88

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.139 778.58 960.47 0.00 13.88 1752.93

Cheltuieli indirecte:

1752.93 * 0.1000 = 175.29

Profit:

1928.22 * 0.0500 = 96.41

TOTAL GENERAL DEVIZ: 2 024.63

TVA 2024.63 * 19.0% = 384.68

TOTAL cu TVA 2 409.31

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024207 PRIZA DE P. 2 CONTURURI MT

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 W1MN11B# BUC. 1.000 0.00 0.00

Priza de pamant zincata cu 2 contururi 824.12 824.12

montata in teren tare 0.00 0.00

0.00 0.00

0.000 0 Total= 824.12

Total manopera la UM: 74.92 ore.

001 7309911 BUC. 1.000 810.00 810.00

Priza pamant 2 contururi, banda OL-ZN 0.00 0.00

40x4 L=40m, 4 electrozi din teava 0.00 0.00

zincata de 2 " de 1,5m 12.70 12.70

0.127 0 Total= 822.70

002 W1MN15A# BUC. 2.000 0.79 1.57

Imbinarea prizei de legare la pamant cu 1.10 2.20

suruburi galvanizate 0.00 0.00

0.00 0.00

0.000 0 Total= 3.77

Total manopera la UM: 0.10 ore.

003 W1MN06A# BUC. 2.000 181.09 362.18

Piesa de separatie pentru priza de 3.30 6.60

pamant 0.00 0.00

0.10 0.20

0.001 0 Total= 368.98

Total manopera la UM: 0.30 ore.

004 W2J03A# BUC. 1.000 0.00 0.00

Verificarea prizelor de pamant 19.80 19.80

0.00 0.00

0.00 0.00

0.000 0 Total= 19.80

Total manopera la UM: 1.80 ore.

005 W1MN17B# BUC. 1.000 50.86 50.86

Conductor funie otel zincat pentru 33.55 33.55

legarea la pamant, montat pe stalpi LEA 0.00 0.00

20KV Stalpi de beton 0.60 0.60

0.006 0 Total= 85.01

Total manopera la UM: 3.05 ore.

005 6305901 SET 1.000 9.45 9.45

Bratara de fixare conductor de punere la 0.00 0.00

pamant pe stalp TC 15015; 0.00 0.00

0.20 0.20

0.002 0 Total= 9.65

005 3701414 KG 17.700 4.50 79.65

Banda din otel Zn 40x4mm; 0.00 0.00

0.00 0.00

0.10 1.77

0.001 0 Total= 81.42

006 W1MN18A# BUC. 18.000 0.70 12.58

Conductor funie otel zincat pentru 3.30 59.40

legarea confectiilor metalice si a 0.00 0.00

aparatelor electrice la pamant (LPN 0.00 0.00

20KV) Total= 71.98

0.000 0

Total manopera la UM: 0.30 ore.

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006 3701414 KG 3.800 4.50 17.10

Banda din otel Zn 40x4mm; 0.00 0.00

0.00 0.00

0.10 0.38

0.001 0 Total= 17.48

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.159 1343.39 945.67 0.00 15.85 2304.91

Detaliere transporturi:

-Transport auto 0.159x 100.00= 15.85

Alte cheltuieli directe:

-CAS:

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.20800 = 196.70

-SOMAJ:

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.00500 = 4.73

-Concedii 0,85%

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.00850 = 8.04

-SANATATE 5.2%

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.05200 = 49.17

-Fond de Risc

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.00260 = 2.46

-FOND DE Gar.

( 945.67 + 0.00 * 0.000 +

15.85 * 0.000) * 0.00250 = 2.36

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.159 1343.39 1209.13 0.00 15.85 2568.38

Regie intreprindere:

2568.38 * 0.1000 = 256.84

Profit:

2825.21 * 0.0500 = 141.26

TOTAL GENERAL DEVIZ: 2 966.47

TVA 2966.47 * 19.0% = 563.63

TOTAL cu TVA 3 530.10

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024208 PROFIL 3CBL H=0.85M,l=0.9m,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. 77.000 0.00 0.00

SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 2668.05

UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 2668.05

Total manopera la UM: 3.15 ore.

002 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.

003 TSD19A1 M.C. 59.000 0.02 0.94

UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 1047.49

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

USOR,SAU MIJLOCI 0.00 0.00

0.000 0 Total= 1048.43

Total manopera la UM: 1.61 ore.

004 TRB01C14 TONA 34.000 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 289.47

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 289.47

Total manopera la UM: 0.77 ore.

005 TRI1AA01C1 TONA 34.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 130.90

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 130.90

Total manopera la UM: 0.35 ore.

006 TRA01A10P TONA 34.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 680.00

0.000 0 Total= 680.00

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.200 2000.94 4498.91 0.00 700.00 7199.85

Detaliere transporturi:

-Articole TRA 680.00

-Transport auto 0.200x 100.00= 20.00

Alte cheltuieli directe:

-CAS:

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.20800 = 935.77

-SOMAJ:

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.00500 = 22.49

-Concedii 0,85%

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.00850 = 38.24

-SANATATE 5.2%

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

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.05200 = 233.94

-Fond de Risc

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.00260 = 11.70

-FOND DE Gar.

( 4498.91 + 0.00 * 0.000 +

700.00 * 0.000) * 0.00250 = 11.25

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.200 2000.94 5752.30 0.00 700.00 8453.25

Cheltuieli indirecte:

8453.25 * 0.1000 = 845.32

Profit:

9298.57 * 0.0500 = 464.93

TOTAL GENERAL DEVIZ: 9 763.50

TVA 9763.50 * 19.0% = 1 855.07

TOTAL cu TVA 11 618.57

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024209 PROFIL 4CBL H=0.85M,l=1.3M,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. 111.000 0.00 0.00

SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 3846.15

UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 3846.15

Total manopera la UM: 3.15 ore.

002 W2H04A# M.C. 26.000 31.50 819.00

Strat de nisip asezat in sant pentru 5.06 131.56

protejarea cablelor la lucrari in profil 0.00 0.00

netipizat 0.00 0.00

0.000 0 Total= 950.56

Total manopera la UM: 0.46 ore.

003 TSD19A1 M.C. 85.000 0.02 1.36

UMPLUT.COMPACTATA LA FUNDATI STILP.LINII 17.75 1509.09

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

USOR,SAU MIJLOCI 0.00 0.00

0.000 0 Total= 1510.45

Total manopera la UM: 1.61 ore.

004 TRB01C14 TONA 48.000 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 408.67

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 408.67

Total manopera la UM: 0.77 ore.

005 TRI1AA01C1 TONA 48.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 184.80

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 184.80

Total manopera la UM: 0.35 ore.

006 TRA01A10P TONA 48.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 960.00

0.000 0 Total= 960.00

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.000 820.36 6080.27 0.00 960.00 7860.63

Detaliere transporturi:

-Articole TRA 960.00

Alte cheltuieli directe:

-CAS:

( 6080.27 + 0.00 * 0.000 +

960.00 * 0.000) * 0.20800 = 1 264.70

-SOMAJ:

( 6080.27 + 0.00 * 0.000 +

960.00 * 0.000) * 0.00500 = 30.40

-Concedii 0,85%

( 6080.27 + 0.00 * 0.000 +

960.00 * 0.000) * 0.00850 = 51.68

-SANATATE 5.2%

( 6080.27 + 0.00 * 0.000 +

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

960.00 * 0.000) * 0.05200 = 316.17

-Fond de Risc

( 6080.27 + 0.00 * 0.000 +

960.00 * 0.000) * 0.00260 = 15.81

-FOND DE Gar.

( 6080.27 + 0.00 * 0.000 +

960.00 * 0.000) * 0.00250 = 15.20

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

0.000 820.36 7774.23 0.00 960.00 9554.59

Cheltuieli indirecte:

9554.59 * 0.1000 = 955.46

Profit:

10510.05 * 0.0500 = 525.50

TOTAL GENERAL DEVIZ: 11 035.55

TVA 11035.55 * 19.0% = 2 096.75

TOTAL cu TVA 13 132.31

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024210 P TROT 3CBL MT H=1.2m,l=0.9m,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. 90.000 0.00 0.00

DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 534.59

FORMATE DIN COVOARE ASFALTICE 0.00 0.00

PERMANENTE,BETOANE ASFALTICE 0.00 0.00

0.000 0 Total= 534.59

Total manopera la UM: 0.54 ore.

003 TRB01C14 TONA 44.000 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 374.61

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 374.61

Total manopera la UM: 0.77 ore.

004 TRI1AA01C1 TONA 44.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 169.40

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 169.40

Total manopera la UM: 0.35 ore.

005 TRA01A10P TONA 44.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00

20.00 880.00

0.000 0 Total= 880.00

006 TSA16D1 M.C. 108.000 0.00 0.00

SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 3742.20

UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 3742.20

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 162.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 623.70

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 623.70

Total manopera la UM: 0.35 ore.

008 TRA01A20P TONA 162.000 0.00 0.00

TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00

MOLOZULUI CU AUTOBASCULANTA DIST.=20 KM 0.00 0.00

20.00 3240.00

0.000 0 Total= 3240.00

009 DA06A1 M.C. 72.000 59.03 4250.31

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 913.75

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 382.59

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 5546.66

Total manopera la UM: 1.15 ore.

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

010 TRA01A10 TONA 159.000 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 3180.00

0.000 0 Total= 3180.00

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. 90.000 2.05 184.27

IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 609.56

STRAT IN GROSIME DE 15 CM 6.73 606.00

0.00 0.00

0.000 0 Total= 1399.82

Total manopera la UM: 0.62 ore.

013 2100995 M.C. 13.500 380.00 5130.00

BETON DE CIMENT B 400 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 5130.00

014 DB02C1 100 MP. 0.900 0.00 0.00

AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 32.67

IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

TAIAT 0.00 0.00

0.000 0 Total= 32.67

Total manopera la UM: 3.30 ore.

015 DZ05A1 TONA 0.800 5151.14 4120.91

PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 86.94

DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 4.03

121.90 97.52

1.219 1 Total= 4309.41

Total manopera la UM: 9.88 ore.

016 DB20B1 MP. 90.000 0.09 8.10

ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 277.61

ASTER MAN 0.00 0.00

0.00 0.00

0.000 0 Total= 285.71

Total manopera la UM: 0.28 ore.

017 DZ31A1 TONA 8.700 767.72 6679.21

PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 336.94

SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 98.09

GROP IN MALAXOR M 22.40 194.88

0.224 2 Total= 7309.11

Total manopera la UM: 3.52 ore.

018 TRA05A10 TONA 8.700 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 20.00 174.00

0.000 0 Total= 174.00

019 TRA06A20 TONA 32.400 0.00 0.00

TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00

MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00

DIST. =20KM 25.00 810.00

0.000 0 Total= 810.00

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

3.404 23387.89 11634.49 5123.25 8624.40 48770.04

Din care:

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

Valoare aferenta utilaje termice = 0.00

Valoare aferenta utilaje electrice = 5123.25

Detaliere transporturi:

-Articole TRA 8 284.00

-Transport auto 3.404x 100.00= 340.40

Alte cheltuieli directe:

-CAS:

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.20800 = 2 419.97

-SOMAJ:

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.00500 = 58.17

-Concedii 0,85%

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.00850 = 98.89

-SANATATE 5.2%

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.05200 = 604.99

-Fond de Risc

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.00260 = 30.25

-FOND DE Gar.

( 11634.49 + 5123.25 * 0.000 +

8624.40 * 0.000) * 0.00250 = 29.09

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

3.404 23387.89 14875.86 5123.25 8624.40 52011.40

Cheltuieli indirecte:

52011.40 * 0.1000 = 5 201.14

Profit:

57212.54 * 0.0500 = 2 860.63

TOTAL GENERAL DEVIZ: 60 073.17

TVA 60073.17 * 19.0% = 11 413.90

TOTAL cu TVA 71 487.07

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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

Formularul F3

Obiectivul: 0024 45310000 Norme UNITARE MT si JT

Obiectul: 0002 45310000 NORME UNITARE MT

Lista cu cantitatile de lucrari

Deviz oferta 024211 P TROT MT 4CBL H=1.2m,l=1.3m,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 203.000 4.91 996.16

TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 656.48

CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 4052.51

DRUMURI 0.00 0.00

0.000 0 Total= 5705.15

Total manopera la UM: 0.29 ore.

002 DG05A1 MP. 130.000 0.00 0.00

DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 772.19

FORMATE DIN COVOARE ASFALTICE 0.00 0.00

PERMANENTE,BETOANE ASFALTICE 0.00 0.00

0.000 0 Total= 772.19

Total manopera la UM: 0.54 ore.

003 TRB01C14 TONA 63.000 0.00 0.00

TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 536.38

PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00

GRUP1-3 DISTANTA 40M 0.00 0.00

0.000 0 Total= 536.38

Total manopera la UM: 0.77 ore.

004 TRI1AA01C1 TONA 63.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 242.55

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 242.55

Total manopera la UM: 0.35 ore.

005 TRA01A10P TONA 63.000 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 1260.00

0.000 0 Total= 1260.00

006 TSA16D1 M.C. 156.000 0.00 0.00

SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 5405.40

UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00

T.F.TARE 0.00 0.00

0.000 0 Total= 5405.40

Total manopera la UM: 3.15 ore.

007 TRI1AA01C1 TONA 130.000 0.00 0.00

INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 500.50

MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00

AUTO CATEG.1 0.00 0.00

0.000 0 Total= 500.50

Total manopera la UM: 0.35 ore.

008 TRA01A10P TONA 130.000 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 2600.00

0.000 0 Total= 2600.00

009 DA06A1 M.C. 104.000 59.03 6139.34

STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 1319.86

REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 552.64

ASTERNERE MANUAL 0.00 0.00

0.000 0 Total= 8011.84

Total manopera la UM: 1.15 ore.

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

010 TRA01A10 TONA 229.000 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 4580.00

0.000 0 Total= 4580.00

011 W2H04A1 M.C. 32.500 31.50 1023.74

STRAT NISIP ASEZAT IN SANT PENTRU 5.02 163.02

PROTEJAREA CABLURILOR LA LUCR IN PROF 0.00 0.00

NETIPIZAT 0.00 0.00

0.000 0 Total= 1186.76

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. 130.000 2.05 266.16

IMBRAC BET CIM LA DR EXEC INTR-UN SINGUR 6.77 880.48

STRAT IN GROSIME DE 15 CM 6.73 875.33

0.00 0.00

0.000 0 Total= 2021.97

Total manopera la UM: 0.62 ore.

013 2100995 M.C. 19.500 380.00 7410.00

BETON DE CIMENT B 400 STAS 3622 0.00 0.00

0.00 0.00

0.00 0.00

0.000 0 Total= 7410.00

014 DB02C1 100 MP. 0.130 0.00 0.00

AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 4.72

IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00

TAIAT 0.00 0.00

0.000 0 Total= 4.72

Total manopera la UM: 3.30 ore.

015 DZ05A1 TONA 0.120 5151.14 618.14

PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 13.04

DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 0.60

121.90 14.63

1.219 0 Total= 646.41

Total manopera la UM: 9.88 ore.

016 DB20B1 MP. 130.000 0.09 11.70

ASFALT TURNAT PE PART CAROS GROS 4 CM 3.08 401.00

ASTER MAN 0.00 0.00

0.00 0.00

0.000 0 Total= 412.70

Total manopera la UM: 0.28 ore.

017 DZ31A1 TONA 5.200 767.72 3992.17

PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 201.39

SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 58.63

GROP IN MALAXOR M 22.40 116.48

0.224 1 Total= 4368.66

Total manopera la UM: 3.52 ore.

018 TRA05A10 TONA 5.200 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 20.00 104.00

0.000 0 Total= 104.00

019 TRA06A20 TONA 47.000 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 1175.00

0.000 0 Total= 1175.00

Cheltuieli directe din articole:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

1.591 20481.25 14013.26 5539.70 9878.11 49912.33

Din care:

Page 49: devize bransamente

024211 pag 49

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Valoare aferenta utilaje termice = 0.00

Valoare aferenta utilaje electrice = 5539.70

Detaliere transporturi:

-Articole TRA 9 719.00

-Transport auto 1.591x 100.00= 159.11

Alte cheltuieli directe:

-CAS:

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.20800 = 2 914.76

-SOMAJ:

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.00500 = 70.07

-Concedii 0,85%

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.00850 = 119.11

-SANATATE 5.2%

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.05200 = 728.69

-Fond de Risc

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.00260 = 36.43

-FOND DE Gar.

( 14013.26 + 5539.70 * 0.000 +

9878.11 * 0.000) * 0.00250 = 35.03

Total cheltuieli directe:

GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL

1.591 20481.25 17917.36 5539.70 9878.11 53816.42

Cheltuieli indirecte:

53816.42 * 0.1000 = 5 381.64

Profit:

59198.06 * 0.0500 = 2 959.90

TOTAL GENERAL DEVIZ: 62 157.97

TVA 62157.97 * 19.0% = 11 810.01

TOTAL cu TVA 73 967.98

PROIECTANT CONTRACTANT (OFERTANT)

DEVIZIER

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


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