deviz

5
Pag. 1 OBIECTIVUL : PODET SAT CIRCENI 09.04.2015 10:19:26 LISTA CU CANTITATILE DE LUCRARI 6996 CENTRALIZATOR CENTRAL (RAPORT INTERN) ========================================================================================================================= COD DESCRIEREA LUCRARILOR MATERIAL MANOPERA UTILAJ TRANSPORT DIRECTE PRET +CAS+SOMAJ INDIRECTE UNITAR +SANA+RISC PROFIT PE CANTITATE U/M +ALTE TOTAL DEVIZ ========================================================================================================================= ------------------------------------------------------------------------------------------------------------------------- 1 PODET TUBULAR Dn1000 mm ( 5969.85 1795.84 1900.51 0.00 9666.20 L=5m,cantitati pt.1 BUC) 483.31 304.49 1.000 Buc 10454.00 10454.00 =========================================================================================================== 1 TOTAL 1.000 Buc DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20 POD INDIRECTE 483.31 - PROFIT 304.49 TOTAL 10454.00 *********************************************************************************************************** 1 TOTAL GENERAL OBIECT DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20 INDIRECTE 483.31 PROFIT 304.49 TOTAL 10454.00 =========================================================================================================== T O T A L G E N E R A L O F E R T A DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20 INDIRECTE 483.31 PROFIT 304.49 TOTAL 10454.00 ===========================================================================================================

Upload: severineanu-victor-constantin

Post on 10-Nov-2015

33 views

Category:

Documents


3 download

DESCRIPTION

deviz

TRANSCRIPT

  • Pag. 1

    OBIECTIVUL : PODET SAT CIRCENI 09.04.2015

    10:19:26

    LISTA CU CANTITATILE DE LUCRARI 6996

    CENTRALIZATOR CENTRAL

    (RAPORT INTERN)

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

    COD DESCRIEREA LUCRARILOR MATERIAL MANOPERA UTILAJ TRANSPORT DIRECTE PRET

    +CAS+SOMAJ INDIRECTE UNITAR

    +SANA+RISC PROFIT PE

    CANTITATE U/M +ALTE TOTAL DEVIZ

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

    -------------------------------------------------------------------------------------------------------------------------

    1 PODET TUBULAR Dn1000 mm ( 5969.85 1795.84 1900.51 0.00 9666.20

    L=5m,cantitati pt.1 BUC) 483.31

    304.49

    1.000 Buc 10454.00 10454.00

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

    1 TOTAL 1.000 Buc DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20

    POD INDIRECTE 483.31

    - PROFIT 304.49

    TOTAL 10454.00

    ***********************************************************************************************************

    1 TOTAL GENERAL OBIECT DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20

    INDIRECTE 483.31

    PROFIT 304.49

    TOTAL 10454.00

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

    T O T A L G E N E R A L O F E R T A

    DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20

    INDIRECTE 483.31

    PROFIT 304.49

    TOTAL 10454.00

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

  • FORMULAR C5

    L I S T A Pag. 1

    CUPRINZAND CANTITATILE DE LUCRARI 09.04.2015

    6996- 1- 1

    OBIECTIVUL : PODET SAT CIRCENI D

    OBIECTUL : POD

    **********************************************************************************************************************

    NR SIMBOL U/M CANTITATE a)PU-Material MATERIAL MANOPERA UTILAJE TRANSPORT TOTAL

    CRT b)PU-Manopera

    CAPITOLUL DE LUCRARI c)PU-Utilaj

    -------------------- d)PU-Transport

    DESCRIEREA LUCRARILOR Total=a+b+c+d

    **********************************************************************************************************************

    S E C T I U N E A T E H N I C A S E C T I U N E A F I N A N C I A R A

    **********************************************************************************************************************

    **********************************************************************************************************************

    CATEGORIA DE LUCRARI: 1-PODET TUBULAR Dn1000 mm (L=5m,cantitati pt.1 BUC)

    ----------------------------------------------------------------------------------------------------------------------

    1 TSC04F11 100 MC 0.410 0.00000 0.00 0.00 133.50 0.00 133.50

    SAP.MEC.CU EXC.DE 0,71-1, 0.00000

    25MC IN PAM CU UMIDITATE 325.60976

    NATURAL DESC.AUT.TER.CAT 0.00000

    2 IN COND.GOSP.APE. 325.60976

    ----------------------------------------------------------------------------------------------------------------------

    2 TSA05B1 MC 4.590 0.00000 0.00 95.77 0.00 0.00 95.77

    SAP.MAN.IN SPATII LIMIT.P 20.86492

    ESTE 1M CU TALUZ INCL.IN 0.00000

    PAM.CU UMID.NAT.ADINC.0,0 0.00000

    -2M,T.MIJLOCIU 20.86492

    ----------------------------------------------------------------------------------------------------------------------

    3 TSE01XD 100 MP 0.270 0.00000 0.00 51.56 0.00 0.00 51.56

    NIVELARE MAN.A TEREN SI P 190.96296

    LATF.,CU DENIV.10-20CM 0.00000

    IN TEREN FOARTE TARE 0.00000

    190.96296

    ----------------------------------------------------------------------------------------------------------------------

    4 DA06A1 MC 5.400 32.28213 174.32 87.22 82.31 0.00 343.85

    STRAT AGREG NAT(BALAST)CI 16.15266

    LINDR CU FUNCT REZIST FIL 15.24300

    TRANT IZOL AERISIRE ANTCA 0.00000

    P CU ASTERNERE MANUALA 63.67779

    ----------------------------------------------------------------------------------------------------------------------

    5 2100957 MC 5.500 277.20000 1524.60 0.00 0.00 0.00 1524.60

    BETON C12/15 (B 200=Bc15 0.00000

    STAS 3622) 0.00000

    0.00000

    277.20000

    ----------------------------------------------------------------------------------------------------------------------

    5 CA01A1 MC 5.400 0.07037 0.38 227.46 8.51 0.00 236.35

    TURNARE BETON SIMPLU IN F 42.12222

    UNDATII(CONTINUE,IZOLATE) 1.57593

    SI SOCLURI CU VOLUM

  • FORMULAR C5

    L I S T A Pag. 2

    CUPRINZAND CANTITATILE DE LUCRARI 09.04.2015

    6996- 1- 1

    OBIECTIVUL : PODET SAT CIRCENI D

    OBIECTUL : POD

    **********************************************************************************************************************

    NR SIMBOL U/M CANTITATE a)PU-Material MATERIAL MANOPERA UTILAJE TRANSPORT TOTAL

    CRT b)PU-Manopera

    CAPITOLUL DE LUCRARI c)PU-Utilaj

    -------------------- d)PU-Transport

    DESCRIEREA LUCRARILOR Total=a+b+c+d

    **********************************************************************************************************************

    S E C T I U N E A T E H N I C A S E C T I U N E A F I N A N C I A R A

    **********************************************************************************************************************

    ----------------------------------------------------------------------------------------------------------------------

    11 PD01A1 Kg 28.000 0.04964 1.39 9.13 0.00 0.00 10.52

    MONT.ARMATURI PT.BETON AR 0.32607

    MAT IN FUND.RADIERE ELEV. 0.00000

    INFRASTR.SUPRASTR.POD GRI 0.00000

    NZI DREPTE,CADRE ETC. 0.37571

    ----------------------------------------------------------------------------------------------------------------------

    12 PB10XG MC 2.880 202.96528 584.54 442.61 297.86 0.00 1325.01

    BETON SIMPLU BC 15 (B 200 153.68403

    ) IN ELEVATII SAU PARTIAL 103.42361

    ELEM.DIN BETON ARMAT 0.00000

    460.07292

    ----------------------------------------------------------------------------------------------------------------------

    13 6419069 Buc 1.000 2905.00000 2905.00 0.00 0.00 0.00 2905.00

    TUB ADUCT. PREMO D=1000 0.00000

    P= 4 L=5 B600SBP ISLGC 0.00000

    0.00000

    2905.00000

    ----------------------------------------------------------------------------------------------------------------------

    13 PI06B1 Buc 1.000 18.60000 18.60 31.98 325.88 0.00 376.46

    MONTAREA ELEM.PREF.DIN BE 31.98000

    TON ARMAT CU MACARAUA PE 325.88000

    PNEURI DE 10-14,9 TF 0.00000

    376.46000

    ----------------------------------------------------------------------------------------------------------------------

    14 AUT1228 Ora 7.000 0.00000 0.00 0.00 815.50 0.00 815.50

    ORA PR MACARA PE PNEURI B 0.00000

    R.TELESCOP TELEMAC HT125 116.50000

    2 SCHIM 0.00000

    116.50000

    ----------------------------------------------------------------------------------------------------------------------

    1 TOTAL PODET TUBULAR Dn1000 mm (L=5m,cantitati pt.1 BUC)

    CHELTUIELI DIRECTE: 5969.85 1449.02 1900.51 0.00 9319.38

    DIN CARE :-VALOARE UTILAJE TERMICE 1816.75

    -VALOARE UTILAJE ELECTRICE 83.76

    ----------------------------------------------------------------------------------------------------------------------

    ALTE CHELTUIELI DIRECTE:

    CAS 15.80% 228.95

    SOMAJ + CREANTE 0.500% 7.25

    SANATATE 5.200% 75.35

    FOND DE RISC 1.334% 19.33

    ALTE CH.CF.PREV.LEGALE,NOMINALIZATE 1.100% 15.94

    ----------------------------------------------------------------------------------------------------------------------

    TOTAL CHELTUIELI DIRECTE 5969.85 1795.84 1900.51 0.00 9666.20

    CHELTUIELI INDIRECTE 5.000% 483.31

    PROFIT 3.000% 304.49

    TOTAL GENERAL 10454.00

    **********************************************************************************************************************

    P R O I E C T A N T,

  • FORMULAR C6

    LISTA Pag. 1

    CUPRINZAND CONSUMURILE DE RESURSE MATERIALE 09.04.2015

    6996

    OBIECTIVUL : PODET SAT CIRCENI

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

    CONSUMURI P.U. Valoare GREUTATE

    Nr Cod D e n u m i r e a U/M CUPRINSE EXCL.TVA (LEI) (TONE)

    Crt R e s u r s e i M a t e r i a l e IN OFERTA (LEI/U.M)

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

    1 2000092 OTEL BETON PROFIL NETED OB37 STAS 438 D= 8MM Kg 40.320 3.02 121.77 0.0

    2 2000195 OTEL BETON PROFIL NETED OB37 STAS 438 D=16MM Kg 28.280 3.00 84.84 0.0

    10100 Otel beton neted si per.,sirma trasa mata(excl.plase) Tone 0.1 0.0

    3 2600361 SUSPENSIE BITUM FILERIZAT-SUBIF S 558 Kg 11.800 1.68 19.82 0.0

    11020 Bitum Tone 0.0 0.0

    4 2901167 MANELE D=7-11CM L=2-6M RASINOASE S.1040 MC 0.032 351.40 11.24 0.0

    11340 Manele si prajini de rasinoase Mc 0.0 0.0

    5 2903036 SCINDURI RASIN LNG.TIV.CL5A GR12MM L=3-3,50M LT 6-15CM MC 0.001 500.00 0.50 0.0

    6 2903969 SCIND RASIN LUNGA TIV CLS D GR=18MM L=6,00M S 942 MC 0.006 497.00 2.98 0.0

    7 2908737 GRINZI RASIN.CU 2 FETE PLANE GROS=10/12-35/35 L=4-6M MC 0.019 500.00 9.50 0.0

    11380 Cherestea rasinoase (inclusiv laturoaie) Mc 0.0 0.0

    8 2912477 DULAP STEJAR LUNG TIV CL C GR=50MM LUNG=2,00M S 8689 MC 0.023 500.00 11.50 0.0

    11400 Cherestea de stejar incl.cer(excl.laturoaie) Mc 0.0 0.0

    9 2100440 CIMENT IIAS32,5R (PORTLAND CU ADAOSURI PA 35) SACI Kg 950.400 0.30 285.12 1.0

    11550 Ciment Tone 1.0 1.0

    10 3803116 SIRMA MOALE OBISNUITA D= 1 OL32 S 889 Kg 0.280 4.95 1.39 0.0

    11 3803269 SIRMA MOALE OBISNUITA D= 3 OL32 S 889 Kg 7.099 4.26 30.24 0.0

    20250 Srma trasa din otel cu rezistenta sub 50KGF/mmp Tone 0.0 0.0

    12 2900943 LEMN ROT DE STEJ.D=10CM VIRF L>160 MC 0.006 500.00 3.00 0.0

    25290 Lemn constructie rurala esenta medie,rotund(foioase) MC 0.0 0.0

    13 2928335 PANOU DE COFRAJ TIP P FAG G 8MM PT PERETI MP 0.888 91.00 80.81 0.0

    14 2928347 PANOU DE COFRAJ TIP P FAG G 15MM PT PERETI MP 0.173 113.40 19.62 0.0

    25440 Panouri din placaj pentru cofraje Mp 1.1 0.0

    15 6419069 TUB ADUCT. PREMO D=1000 P= 4 L=5 B600SBP ISLGC T2027 Buc 1.000 2905.00 2905.00 3.0

    25763 Tuburi de pres.din beton arm.precomp.diam.1000mm KM echiv 0.0 3.0

    16 2201361 PIATRA BRUTA SORTATA R.SEDIMENT

  • FORMULAR C7

    LISTA Pag. 1

    CUPRINZAND CONSUMURILE CU MANA DE LUCRU 09.04.2015

    6996

    OBIECTIVUL : PODET SAT CIRCENI

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

    CONSUMURILE

    Nr COD D e n u m i r e a OM-ORE TARIF Valoare Procentul

    Crt M e s e r i e i CU MANOPERA MEDIU LEI %

    DIRECTA LEI/ORA

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

    1 10200 BETONIST 12.716 15.11 192.08 100.00

    2 10700 DULGHER CONSTRUCTII 14.413 15.22 219.34 100.00

    3 10800 DULGHER PODURI 2.736 15.50 42.41 100.00

    4 11100 FIERAR BETON 10.244 14.02 143.61 100.00

    5 12200 IZOLATOR HIDROFUG 0.590 14.14 8.34 100.00

    6 12500 MONTATOR PREF.BETON 2.000 15.56 31.12 100.00

    7 12800 PAVATOR 23.883 14.00 334.37 100.00

    8 12900 PIETRAR 1.650 13.80 22.77 100.00

    9 19600 SAPATOR 5.692 12.80 72.86 100.00

    10 19900 MUNCITOR DESERV.CTII MONTJ. 26.956 13.18 355.28 100.00

    11 319700 MUNCITOR INC/DESC.MAT. 2.099 12.80 26.87 100.00

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

    TOTAL MANOPERA - LEI 1449.05

    102.979 14.07 100.00

    - EURO 329.33

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

    LUCRAREA SE INCADREAZA IN GRUPA II-a

    P R O I E C T A N T,