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DESCRIPTION
devizTRANSCRIPT
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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
===========================================================================================================
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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
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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,
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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
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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,