devize-transa 2
DESCRIPTION
devize-transa 2TRANSCRIPT
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024109 20m P 2CBL C JT/MT H=1.2m,l=0.6m
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 42.000 4.91 206.09
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 135.82
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 838.45
DRUMURI 0.00 0.00
0.000 0 Total= 1180.37
Total manopera la UM: 0.29 ore.
002 DG05A1 MP. 12.000 0.00 0.00
DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 71.28
FORMATE DIN COVOARE ASFALTICE 0.00 0.00
PERMANENTE,BETOANE ASFALTICE 0.00 0.00
0.000 0 Total= 71.28
Total manopera la UM: 0.54 ore.
003 DG06B1 M.C. 0.360 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 13.38
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 4.18
FUND DRUM 0.00 0.00
0.000 0 Total= 17.56
Total manopera la UM: 3.38 ore.
004 TRB01C14 TONA 5.800 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 49.38
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 49.38
Total manopera la UM: 0.77 ore.
005 TRI1AA01C1 TONA 5.800 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 22.33
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 22.33
Total manopera la UM: 0.35 ore.
006 TRA01A10P TONA 5.800 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 87.00
0.000 0 Total= 87.00
007 TSA16D1 M.C. 15.000 0.00 0.00
SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 519.75
UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00
T.F.TARE 0.00 0.00
0.000 0 Total= 519.75
Total manopera la UM: 3.15 ore.
008 TRB01C14 TONA 27.000 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 229.88
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 229.88
Total manopera la UM: 0.77 ore.
009 TRI1AA01C1 TONA 27.000 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 103.95
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 103.95
Total manopera la UM: 0.35 ore.
024109 pag 2
=================================================================
010 ACE16A1 M 6.000 0.00 0.00
MONTAREA PARAPETELOR SI PODETELOR 1.76 10.56
METALICE DE INVENTAR LA SANTURI PT. 0.00 0.00
CONDUCTE 0.00 0.00
0.000 0 Total= 10.56
Total manopera la UM: 0.16 ore.
011 ACA11E2 M 42.000 69.22 2907.45
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.96 166.32
EXTERIORULCLADIRILOR,AVIND DN 150 0.01 0.57
0.60 25.20
0.006 0 Total= 3099.54
Total manopera la UM: 0.36 ore.
012 CA01A1 M.C. 4.200 0.02 0.08
TURNARE BETON SIMPLU IN FUNDATII 34.98 146.92
(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 1.00 4.20
<3MC 0.00 0.00
0.000 0 Total= 151.19
Total manopera la UM: 3.18 ore.
012 2100945 M.C. 4.234 285.00 1206.69
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 1206.69
013 TRA06A10 TONA 10.100 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 151.50
0.000 0 Total= 151.50
014 DA06A1 M.C. 7.800 59.03 460.44
STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 98.99
REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 41.45
ASTERNERE MANUAL 0.00 0.00
0.000 0 Total= 600.88
Total manopera la UM: 1.15 ore.
015 DA06B1 M.C. 0.780 59.03 46.04
STRAT AGREG NAT CILINDRATE CU FUNC 4.06 3.16
REZIST FILTRANTIZOLAT AERISIRE SI 8.16 6.36
ANTICAP CU ASTER MEC BALAST 0.00 0.00
0.000 0 Total= 55.57
Total manopera la UM: 0.37 ore.
016 DC05D1 MP. 12.000 2.14 25.71
IMBRAC.BET CIM LA DR EXEC.INTR-UN SINGUR 8.15 97.75
STRAT IN GROSIME DE 23 CM 8.29 99.44
0.00 0.00
0.000 0 Total= 222.90
Total manopera la UM: 0.74 ore.
016 2100969 M.C. 2.800 325.00 910.00
BETON DE CIMENT B 250 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 910.00
017 TRA01A10 TONA 18.900 0.00 0.00
TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00
SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00
DIST.= 10 KM. 15.00 283.50
0.000 0 Total= 283.50
018 TRA06A10 TONA 6.800 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 102.00
0.000 0 Total= 102.00
019 DB02C1 100 MP. 0.120 0.00 0.00
AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 4.36
IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00
TAIAT 0.00 0.00
0.000 0 Total= 4.36
Total manopera la UM: 3.30 ore.
024109 pag 3
=================================================================
020 DB20D1 MP. 12.000 0.09 1.08
ASFALT TURNAT PE PART CAROS GROS 6 CM 4.64 55.65
ASTER MAN 0.00 0.00
0.00 0.00
0.000 0 Total= 56.73
Total manopera la UM: 0.42 ore.
021 DZ05A1 TONA 0.080 5150.85 412.07
PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 8.69
DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 0.40
121.90 9.75
1.219 0 Total= 430.92
Total manopera la UM: 9.88 ore.
022 DZ31A1 TONA 1.800 768.19 1382.74
PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 69.71
SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 20.29
GROP IN MALAXOR M 22.40 40.32
0.224 0 Total= 1513.07
Total manopera la UM: 3.52 ore.
023 TRA05A10 TONA 1.800 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 15.00 27.00
0.000 0 Total= 27.00
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.753 7558.40 1807.89 1015.35 726.27 11107.91
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 1015.35
Detaliere transporturi:
-Articole TRA 651.00
-Transport auto 0.753x 100.00= 75.27
Alte cheltuieli directe:
-CAS:
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.20800 = 376.04
-SOMAJ:
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.00500 = 9.04
-Concedii 0,85%
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.00850 = 15.37
-SANATATE 5.2%
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.05200 = 94.01
-Fond de Risc
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.00260 = 4.70
-FOND DE Gar.
( 1807.89 + 1015.35 * 0.000 +
726.27 * 0.000) * 0.00250 = 4.52
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.753 7558.40 2311.57 1015.35 726.27 11611.58
Cheltuieli indirecte:
11611.58 * 0.1000 = 1 161.16
Profit:
12772.74 * 0.0500 = 638.64
TOTAL GENERAL DEVIZ: 13 411.38
TVA 13411.38 * 19.0% = 2 548.16
TOTAL cu TVA 15 959.54
PROIECTANT CONTRACTANT (OFERTANT)
024110 pag 5
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024110 20m P 3CBL CAROS JT H=1.2m,l=0.65
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 42.000 4.91 206.09
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 135.82
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 838.45
DRUMURI 0.00 0.00
0.000 0 Total= 1180.37
Total manopera la UM: 0.29 ore.
002 DG05A1 MP. 13.000 0.00 0.00
DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 77.22
FORMATE DIN COVOARE ASFALTICE 0.00 0.00
PERMANENTE,BETOANE ASFALTICE 0.00 0.00
0.000 0 Total= 77.22
Total manopera la UM: 0.54 ore.
003 DG06B1 M.C. 0.400 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 14.87
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 4.64
FUND DRUM 0.00 0.00
0.000 0 Total= 19.51
Total manopera la UM: 3.38 ore.
004 TRB01C14 TONA 6.300 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 53.64
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 53.64
Total manopera la UM: 0.77 ore.
005 TRI1AA01C1 TONA 6.300 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 24.25
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 24.25
Total manopera la UM: 0.35 ore.
006 TRA01A10P TONA 6.300 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 94.50
0.000 0 Total= 94.50
007 TSA16D1 M.C. 16.000 0.00 0.00
SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 554.40
UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00
T.F.TARE 0.00 0.00
0.000 0 Total= 554.40
Total manopera la UM: 3.15 ore.
008 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.
009 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.
024110 pag 6
=================================================================
010 ACE16A1 M 6.000 0.00 0.00
MONTAREA PARAPETELOR SI PODETELOR 1.76 10.56
METALICE DE INVENTAR LA SANTURI PT. 0.00 0.00
CONDUCTE 0.00 0.00
0.000 0 Total= 10.56
Total manopera la UM: 0.16 ore.
011 ACA11E2 M 63.000 69.22 4361.18
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.96 249.48
EXTERIORULCLADIRILOR,AVIND DN 150 0.01 0.86
0.60 37.80
0.006 0 Total= 4649.31
Total manopera la UM: 0.36 ore.
012 CA01A1 M.C. 4.600 0.02 0.09
TURNARE BETON SIMPLU IN FUNDATII 34.98 160.91
(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 1.00 4.60
<3MC 0.00 0.00
0.000 0 Total= 165.59
Total manopera la UM: 3.18 ore.
012 2100945 M.C. 4.600 285.00 1311.00
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 1311.00
013 TRA06A10 TONA 11.100 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 166.50
0.000 0 Total= 166.50
014 DA06A1 M.C. 8.500 59.03 501.76
STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 107.87
REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 45.17
ASTERNERE MANUAL 0.00 0.00
0.000 0 Total= 654.81
Total manopera la UM: 1.15 ore.
015 DA06B1 M.C. 0.850 59.03 50.18
STRAT AGREG NAT CILINDRATE CU FUNC 4.06 3.45
REZIST FILTRANTIZOLAT AERISIRE SI 8.16 6.93
ANTICAP CU ASTER MEC BALAST 0.00 0.00
0.000 0 Total= 60.56
Total manopera la UM: 0.37 ore.
016 DC05D1 MP. 13.000 2.14 27.85
IMBRAC.BET CIM LA DR EXEC.INTR-UN SINGUR 8.15 105.90
STRAT IN GROSIME DE 23 CM 8.29 107.73
0.00 0.00
0.000 0 Total= 241.48
Total manopera la UM: 0.74 ore.
016 2100969 M.C. 3.000 325.00 975.00
BETON DE CIMENT B 250 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 975.00
017 TRA01A10 TONA 20.600 0.00 0.00
TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00
SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00
DIST.= 10 KM. 15.00 309.00
0.000 0 Total= 309.00
018 TRA06A10 TONA 7.200 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 108.00
0.000 0 Total= 108.00
019 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.
024110 pag 7
=================================================================
020 DZ05A1 TONA 0.080 5150.85 412.07
PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 8.69
DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 0.40
121.90 9.75
1.219 0 Total= 430.92
Total manopera la UM: 9.88 ore.
021 DB20D1 MP. 13.000 0.09 1.17
ASFALT TURNAT PE PART CAROS GROS 6 CM 4.64 60.29
ASTER MAN 0.00 0.00
0.00 0.00
0.000 0 Total= 61.46
Total manopera la UM: 0.42 ore.
022 DZ31A1 TONA 1.900 768.19 1459.56
PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 73.58
SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 21.42
GROP IN MALAXOR M 22.40 42.56
0.224 0 Total= 1597.13
Total manopera la UM: 3.52 ore.
023 TRA05A10 TONA 1.900 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 15.00 28.50
0.000 0 Total= 28.50
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.901 9305.95 2004.21 1030.20 796.61 13136.97
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 1030.20
Detaliere transporturi:
-Articole TRA 706.50
-Transport auto 0.901x 100.00= 90.11
Alte cheltuieli directe:
-CAS:
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.20800 = 416.88
-SOMAJ:
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.00500 = 10.02
-Concedii 0,85%
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.00850 = 17.04
-SANATATE 5.2%
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.05200 = 104.22
-Fond de Risc
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.00260 = 5.21
-FOND DE Gar.
( 2004.21 + 1030.20 * 0.000 +
796.61 * 0.000) * 0.00250 = 5.01
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.901 9305.95 2562.59 1030.20 796.61 13695.35
Cheltuieli indirecte:
13695.35 * 0.1000 = 1 369.53
Profit:
15064.88 * 0.0500 = 753.24
TOTAL GENERAL DEVIZ: 15 818.13
TVA 15818.13 * 19.0% = 3 005.44
TOTAL cu TVA 18 823.57
PROIECTANT CONTRACTANT (OFERTANT)
024111 pag 9
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024111 20m P 4CBL JT H=1.2m,l=0.8m
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 42.000 4.91 206.09
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 135.82
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 838.45
DRUMURI 0.00 0.00
0.000 0 Total= 1180.37
Total manopera la UM: 0.29 ore.
002 DG05A1 MP. 16.000 0.00 0.00
DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 95.04
FORMATE DIN COVOARE ASFALTICE 0.00 0.00
PERMANENTE,BETOANE ASFALTICE 0.00 0.00
0.000 0 Total= 95.04
Total manopera la UM: 0.54 ore.
003 DG06B1 M.C. 0.500 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 18.59
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 5.80
FUND DRUM 0.00 0.00
0.000 0 Total= 24.39
Total manopera la UM: 3.38 ore.
004 TRB01C14 TONA 7.700 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 65.56
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 65.56
Total manopera la UM: 0.77 ore.
005 TRI1AA01C1 TONA 7.700 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 29.64
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 29.64
Total manopera la UM: 0.35 ore.
006 TRA01A10P TONA 7.700 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 115.50
0.000 0 Total= 115.50
007 TSA16D1 M.C. 19.200 0.00 0.00
SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 665.28
UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00
T.F.TARE 0.00 0.00
0.000 0 Total= 665.28
Total manopera la UM: 3.15 ore.
008 TRB01C14 TONA 35.500 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 302.24
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 302.24
Total manopera la UM: 0.77 ore.
009 TRI1AA01C1 TONA 35.500 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 136.68
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 136.68
Total manopera la UM: 0.35 ore.
024111 pag 10
=================================================================
010 TRA01A10P TONA 35.500 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 532.50
0.000 0 Total= 532.50
011 ACE16A1 M 6.000 0.00 0.00
MONTAREA PARAPETELOR SI PODETELOR 1.76 10.56
METALICE DE INVENTAR LA SANTURI PT. 0.00 0.00
CONDUCTE 0.00 0.00
0.000 0 Total= 10.56
Total manopera la UM: 0.16 ore.
012 ACA11E2 M 84.000 69.22 5814.90
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.96 332.64
EXTERIORULCLADIRILOR,AVIND DN 150 0.01 1.14
0.60 50.40
0.006 1 Total= 6199.08
Total manopera la UM: 0.36 ore.
013 CA01A1 M.C. 5.600 0.02 0.10
TURNARE BETON SIMPLU IN FUNDATII 34.98 195.89
(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 1.00 5.60
<3MC 0.00 0.00
0.000 0 Total= 201.59
Total manopera la UM: 3.18 ore.
013 2100945 M.C. 5.600 285.00 1596.00
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 1596.00
014 TRA06A10 TONA 13.500 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 202.50
0.000 0 Total= 202.50
015 DA06A1 M.C. 10.500 59.03 619.83
STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 133.26
REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 55.79
ASTERNERE MANUAL 0.00 0.00
0.000 0 Total= 808.88
Total manopera la UM: 1.15 ore.
016 DA06B1 M.C. 0.110 59.03 6.49
STRAT AGREG NAT CILINDRATE CU FUNC 4.06 0.45
REZIST FILTRANTIZOLAT AERISIRE SI 8.16 0.90
ANTICAP CU ASTER MEC BALAST 0.00 0.00
0.000 0 Total= 7.84
Total manopera la UM: 0.37 ore.
017 DC05D1 MP. 10.500 2.14 22.49
IMBRAC.BET CIM LA DR EXEC.INTR-UN SINGUR 8.15 85.53
STRAT IN GROSIME DE 23 CM 8.29 87.01
0.00 0.00
0.000 0 Total= 195.04
Total manopera la UM: 0.74 ore.
017 2100969 M.C. 2.500 325.00 812.50
BETON DE CIMENT B 250 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 812.50
018 TRA01A10 TONA 23.500 0.00 0.00
TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00
SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00
DIST.= 10 KM. 15.00 352.50
0.000 0 Total= 352.50
019 TRA06A10 TONA 6.000 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 90.00
0.000 0 Total= 90.00
024111 pag 11
=================================================================
020 DB02C1 100 MP. 0.160 0.00 0.00
AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 5.81
IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00
TAIAT 0.00 0.00
0.000 0 Total= 5.81
Total manopera la UM: 3.30 ore.
021 DB20D1 MP. 16.000 0.09 1.44
ASFALT TURNAT PE PART CAROS GROS 6 CM 4.64 74.20
ASTER MAN 0.00 0.00
0.00 0.00
0.000 0 Total= 75.64
Total manopera la UM: 0.42 ore.
022 DZ05A1 TONA 0.800 5150.85 4120.68
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= 4309.17
Total manopera la UM: 9.88 ore.
023 DZ31A1 TONA 2.300 768.19 1766.84
PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 89.08
SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 25.93
GROP IN MALAXOR M 22.40 51.52
0.224 1 Total= 1933.37
Total manopera la UM: 3.52 ore.
024 TRA05A10 TONA 2.300 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 15.00 34.50
0.000 0 Total= 34.50
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.994 14967.37 2463.21 1024.66 1526.94 19982.17
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 1024.66
Detaliere transporturi:
-Articole TRA 1 327.50
-Transport auto 1.994x 100.00= 199.44
Alte cheltuieli directe:
-CAS:
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.20800 = 512.35
-SOMAJ:
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.00500 = 12.32
-Concedii 0,85%
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.00850 = 20.94
-SANATATE 5.2%
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.05200 = 128.09
-Fond de Risc
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.00260 = 6.40
-FOND DE Gar.
( 2463.21 + 1024.66 * 0.000 +
1526.94 * 0.000) * 0.00250 = 6.16
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.994 14967.37 3149.45 1024.66 1526.94 20668.42
Cheltuieli indirecte:
20668.42 * 0.1000 = 2 066.84
Profit:
22735.27 * 0.0500 = 1 136.76
TOTAL GENERAL DEVIZ: 23 872.03
024111 pag 12
=================================================================
TVA 23872.03 * 19.0% = 4 535.69
TOTAL cu TVA 28 407.71
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024112 pag 13
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024112 20m 1CBL CAR JT/MT (1.2m/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 41.000 4.91 201.19
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 132.59
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 818.49
DRUMURI 0.00 0.00
0.000 0 Total= 1152.26
Total manopera la UM: 0.29 ore.
002 DG05A1 MP. 10.000 0.00 0.00
DECAP IMBR CU STRAT PINA LA 3CM GROS 5.94 59.40
FORMATE DIN COVOARE ASFALTICE 0.00 0.00
PERMANENTE,BETOANE ASFALTICE 0.00 0.00
0.000 0 Total= 59.40
Total manopera la UM: 0.54 ore.
003 DG06B1 M.C. 0.300 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 11.15
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 3.48
FUND DRUM 0.00 0.00
0.000 0 Total= 14.63
Total manopera la UM: 3.38 ore.
004 TRB01C14 TONA 4.800 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 40.87
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 40.87
Total manopera la UM: 0.77 ore.
005 TRI1AA01C1 TONA 4.800 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 18.48
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 18.48
Total manopera la UM: 0.35 ore.
006 TRA01A10P TONA 4.800 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 72.00
0.000 0 Total= 72.00
007 TSA16D1 M.C. 12.000 0.00 0.00
SAP.MAN.IN TRANSEE PT.CABL.EL.IN PAM.CU 34.65 415.80
UMID.NAT.FARA SPRIJ.LAT.<1M,ADINC.<1,5M, 0.00 0.00
T.F.TARE 0.00 0.00
0.000 0 Total= 415.80
Total manopera la UM: 3.15 ore.
008 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.
009 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.
024112 pag 14
=================================================================
010 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
15.00 330.00
0.000 0 Total= 330.00
011 ACE16A1 M 6.000 0.00 0.00
MONTAREA PARAPETELOR SI PODETELOR 1.76 10.56
METALICE DE INVENTAR LA SANTURI PT. 0.00 0.00
CONDUCTE 0.00 0.00
0.000 0 Total= 10.56
Total manopera la UM: 0.16 ore.
012 ACA11E2 M 21.000 69.22 1453.72
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 3.96 83.16
EXTERIORULCLADIRILOR,AVIND DN 150 0.01 0.29
0.60 12.60
0.006 0 Total= 1549.77
Total manopera la UM: 0.36 ore.
013 CA01A1 M.C. 3.500 0.02 0.07
TURNARE BETON SIMPLU IN FUNDATII 34.98 122.43
(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM 1.00 3.50
<3MC 0.00 0.00
0.000 0 Total= 126.00
Total manopera la UM: 3.18 ore.
013 2100945 M.C. 3.500 285.00 997.50
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 997.50
014 TRA06A10 TONA 8.400 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 126.00
0.000 0 Total= 126.00
015 DA06A1 M.C. 6.500 59.03 383.70
STRAT AGREG NAT(BALAST)CILINDR CU FUNCT 12.69 82.49
REZIST FILTRANT IZOL AERISIRE ANTCAP CU 5.31 34.54
ASTERNERE MANUAL 0.00 0.00
0.000 0 Total= 500.73
Total manopera la UM: 1.15 ore.
016 DA06B1 M.C. 0.650 59.03 38.37
STRAT AGREG NAT CILINDRATE CU FUNC 4.06 2.64
REZIST FILTRANTIZOLAT AERISIRE SI 8.16 5.30
ANTICAP CU ASTER MEC BALAST 0.00 0.00
0.000 0 Total= 46.31
Total manopera la UM: 0.37 ore.
017 DC05D1 MP. 10.000 2.14 21.42
IMBRAC.BET CIM LA DR EXEC.INTR-UN SINGUR 8.15 81.46
STRAT IN GROSIME DE 23 CM 8.29 82.87
0.00 0.00
0.000 0 Total= 185.75
Total manopera la UM: 0.74 ore.
017 2100969 M.C. 2.300 325.00 747.50
BETON DE CIMENT B 250 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 747.50
018 TRA01A10 TONA 15.800 0.00 0.00
TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00
SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00
DIST.= 10 KM. 15.00 237.00
0.000 0 Total= 237.00
019 TRA06A10 TONA 5.600 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =10KM 15.00 84.00
0.000 0 Total= 84.00
024112 pag 15
=================================================================
020 DB02C1 100 MP. 0.100 0.00 0.00
AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 36.30 3.63
IN VEDER APLIC STRAT UZ MIX ASF CU BITUM 0.00 0.00
TAIAT 0.00 0.00
0.000 0 Total= 3.63
Total manopera la UM: 3.30 ore.
021 DB20D1 MP. 10.000 0.09 0.90
ASFALT TURNAT PE PART CAROS GROS 6 CM 4.64 46.38
ASTER MAN 0.00 0.00
0.00 0.00
0.000 0 Total= 47.28
Total manopera la UM: 0.42 ore.
022 DZ05A1 TONA 0.080 5150.85 412.07
PREP BITUMULUI TAIAT (CUTBACKIN AMESTEC 108.68 8.69
DE 60% BI-TUM SI 40% WHITE SPIRT 5.04 0.40
121.90 9.75
1.219 0 Total= 430.92
Total manopera la UM: 9.88 ore.
023 DZ31A1 TONA 1.500 768.19 1152.29
PREP MORTAR ASF LA CALD CU ADAOS DE CRIB 38.73 58.09
SI BIT PTREPAR SUPRAF DEGRAD SI PLOMB 11.27 16.91
GROP IN MALAXOR M 22.40 33.60
0.224 0 Total= 1260.89
Total manopera la UM: 3.52 ore.
024 TRA05A10 TONA 1.500 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 15.00 22.50
0.000 0 Total= 22.50
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.560 5408.73 1449.83 965.78 927.45 8751.78
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 965.78
Detaliere transporturi:
-Articole TRA 871.50
-Transport auto 0.560x 100.00= 55.95
Alte cheltuieli directe:
-CAS:
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.20800 = 301.56
-SOMAJ:
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.00500 = 7.25
-Concedii 0,85%
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.00850 = 12.32
-SANATATE 5.2%
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.05200 = 75.39
-Fond de Risc
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.00260 = 3.77
-FOND DE Gar.
( 1449.83 + 965.78 * 0.000 +
927.45 * 0.000) * 0.00250 = 3.62
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.560 5408.73 1853.75 965.78 927.45 9155.71
Cheltuieli indirecte:
9155.71 * 0.1000 = 915.57
Profit:
10071.28 * 0.0500 = 503.56
TOTAL GENERAL DEVIZ: 10 574.84
024112 pag 16
=================================================================
TVA 10574.84 * 19.0% = 2 009.22
TOTAL cu TVA 12 584.06
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024113 pag 17
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024113 MONTARE STALP SE 4 SI FUNDATIE
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. 1.100 0.00 0.00
SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 42.83
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= 42.83
Total manopera la UM: 3.54 ore.
002 TSF13A1 MP. 5.500 0.82 4.51
SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 18.15
LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00
LAT.CU INTERSP.0,2-0,6 0.20 1.10
0.002 0 Total= 23.76
Total manopera la UM: 0.30 ore.
003 TRB01C14 TONA 1.900 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 16.18
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 16.18
Total manopera la UM: 0.77 ore.
004 TRA01A10P TONA 1.900 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 28.50
0.000 0 Total= 28.50
005 TRI1AA01C1 TONA 1.900 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 7.32
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 7.32
Total manopera la UM: 0.35 ore.
006 CA01M1 M.C. 0.700 0.02 0.01
TURNARE BETON SIMPLU IN FUNDATII LA 38.17 26.72
CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00
0.00 0.00
0.000 0 Total= 26.73
Total manopera la UM: 3.47 ore.
006 2100945 M.C. 0.706 285.00 201.21
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 201.21
007 CB01A1 MP. 1.000 2.90 2.90
COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 11.77
UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00
SI SUBSC INCL SPIJIN 0.30 0.30
0.003 0 Total= 14.97
Total manopera la UM: 1.07 ore.
008 CB17B1 MP. 4.500 4.96 22.33
COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 66.83
IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00
0.60 2.70
0.006 0 Total= 91.85
Total manopera la UM: 1.35 ore.
024113 pag 18
=================================================================
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 2100957 M.C. 0.252 302.00 76.10
BETON DE CIMENT B 200 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 76.10
010 CF11A1 MP. 2.000 1.75 3.50
TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 23.76
APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00
GROS EXCLUSIV SCHELA 0.30 0.60
0.003 0 Total= 27.86
Total manopera la UM: 1.08 ore.
011 CZ0209G1 M.C. 0.040 265.00 10.60
PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.32
TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00
VAR 38.10 1.52
0.381 0 Total= 13.44
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.
013 ACA11C1 M 1.000 26.50 26.50
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 2.97 2.97
EXTERIORULCLADIRILOR,AVIND DN 75 0.01 0.01
0.10 0.10
0.001 0 Total= 29.58
Total manopera la UM: 0.27 ore.
014 TRA06A15 TONA 4.700 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =15KM 10.00 47.00
0.000 0 Total= 47.00
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. 0.130 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 11.60 1.51
FUND DRUM 0.00 0.00
0.000 0 Total= 6.34
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.
024113 pag 19
=================================================================
019 W2A08A# BUC. 1.000 0.00 0.00
Stalp de sustinere din beton, montat cu 42.24 42.24
automacaraua in fundatie turnata in 94.50 94.50
teren normal 0.00 0.00
0.000 0 Total= 136.74
Total manopera la UM: 3.84 ore.
019 6420874 BUC. 1.000 500.00 500.00
STILP LIN.EL.AER.SE 4 1KV 10 M BPSBP. 0.00 0.00
VIBR.IPCT831/II 0.00 0.00
74.60 74.60
0.746 1 Total= 574.60
020 W2A17A# MP. 0.200 4.34 0.87
Vopsirea inscriptiilor avertizoare si 9.90 1.98
numerotarea stalpilor din beton la LEA 0.00 0.00
0,4KV 0.10 0.02
0.001 0 Total= 2.87
Total manopera la UM: 0.90 ore.
021 W2A19A# BUC. 1.000 0.60 0.60
Tractarea stalpilor din beton de la 5.72 5.72
locul de subdepozit lucrare la locul de 7.54 7.54
montaj (borna) pe distanta de pana la 14.10 14.10
500 m cu tractor, teren normal Total= 27.96
0.141 0
Total manopera la UM: 0.52 ore.
022 W2A20A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton in autosa 2.75 2.75
la depozit si descarcarea la lucrare cu 19.50 19.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 22.25
Total manopera la UM: 0.25 ore.
023 W2A22A# BUC. 1.000 0.00 0.00
Insotirea transportului cu stalpi sau 0.00 0.00
cable de catre automacaraua pe pneuri de 78.00 78.00
la depozit constructor la lucrare in 0.00 0.00
vederea descarcarii dus-intors pe Total= 78.00
distanta de pana la 20 Km
0.000 0
024 W2I06A# BUC. 1.000 0.57 0.57
Imbinarea prizei de legare la pamant cu 1.10 1.10
suruburi zincate 0.00 0.00
0.00 0.00
0.000 0 Total= 1.67
Total manopera la UM: 0.10 ore.
025 W2J05A# BUC. 1.000 0.00 0.00
Scoaterea de sub tensiune a retelei 51.26 51.26
electrice in vederea repararii sau 0.00 0.00
racordarii bransamentelor si repunerea 0.00 0.00
in functiune retea electrica aeriana Total= 51.26
0.000 0
Total manopera la UM: 4.66 ore.
026 W2J01B# BUC. 1.000 0.00 0.00
Verificarea si incercarea retelei 45.76 45.76
electrice aeriene in vederea receptiei 225.00 225.00
si punerii in functiune retea care se 0.00 0.00
repara Total= 270.76
0.000 0
Total manopera la UM: 4.16 ore.
027 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.
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.950 865.42 463.46 491.19 170.54 1990.62
Din care:
024113 pag 20
=================================================================
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 491.19
Detaliere transporturi:
-Articole TRA 75.50
-Transport auto 0.950x 100.00= 95.04
Alte cheltuieli directe:
-CAS:
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.20800 = 96.40
-SOMAJ:
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.00500 = 2.32
-Concedii 0,85%
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.00850 = 3.94
-SANATATE 5.2%
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.05200 = 24.10
-Fond de Risc
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.00260 = 1.21
-FOND DE Gar.
( 463.46 + 491.19 * 0.000 +
170.54 * 0.000) * 0.00250 = 1.16
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
0.950 865.42 592.58 491.19 170.54 2119.74
Cheltuieli indirecte:
2119.74 * 0.1000 = 211.97
Profit:
2331.71 * 0.0500 = 116.59
TOTAL GENERAL DEVIZ: 2 448.30
TVA 2448.30 * 19.0% = 465.18
TOTAL cu TVA 2 913.47
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024114 pag 21
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024114 MONTARE STALP SE 10 SI FUNDATIE
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. 2.100 0.00 0.00
SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 81.77
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= 81.77
Total manopera la UM: 3.54 ore.
002 TSF13A1 MP. 7.500 0.82 6.14
SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 24.75
LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00
LAT.CU INTERSP.0,2-0,6 0.20 1.50
0.002 0 Total= 32.39
Total manopera la UM: 0.30 ore.
003 TRB01C14 TONA 3.700 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 31.50
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 31.50
Total manopera la UM: 0.77 ore.
004 TRA01A10P TONA 3.700 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 55.50
0.000 0 Total= 55.50
005 TRI1AA01C1 TONA 3.700 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 14.24
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 14.24
Total manopera la UM: 0.35 ore.
006 CA01M1 M.C. 1.700 0.02 0.03
TURNARE BETON SIMPLU IN FUNDATII LA 38.17 64.89
CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00
0.00 0.00
0.000 0 Total= 64.92
Total manopera la UM: 3.47 ore.
006 2100945 M.C. 1.700 285.00 484.50
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 484.50
007 CB01A1 MP. 1.320 2.90 3.83
COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 15.54
UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00
SI SUBSC INCL SPIJIN 0.30 0.40
0.003 0 Total= 19.77
Total manopera la UM: 1.07 ore.
008 CB17B1 MP. 3.400 4.96 16.87
COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 50.49
IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00
0.60 2.04
0.006 0 Total= 69.40
Total manopera la UM: 1.35 ore.
024114 pag 22
=================================================================
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 2100957 M.C. 0.252 302.00 76.10
BETON DE CIMENT B 200 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 76.10
010 CF11A1 MP. 2.600 1.75 4.55
TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 30.89
APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00
GROS EXCLUSIV SCHELA 0.30 0.78
0.003 0 Total= 36.22
Total manopera la UM: 1.08 ore.
011 CZ0209G1 M.C. 0.050 265.00 13.25
PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.65
TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00
VAR 38.10 1.91
0.381 0 Total= 16.80
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.
013 ACA11C1 M 1.000 26.50 26.50
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 2.97 2.97
EXTERIORULCLADIRILOR,AVIND DN 75 0.01 0.01
0.10 0.10
0.001 0 Total= 29.58
Total manopera la UM: 0.27 ore.
014 TRA06A15 TONA 7.900 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =15KM 10.00 79.00
0.000 0 Total= 79.00
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. 0.240 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 8.92
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 2.78
FUND DRUM 0.00 0.00
0.000 0 Total= 11.71
Total manopera la UM: 3.38 ore.
017 DC04B1 M 4.400 4.91 21.59
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 14.23
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 87.84
DRUMURI 0.00 0.00
0.000 0 Total= 123.66
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.
024114 pag 23
=================================================================
019 W2A10A# BUC. 1.000 0.00 0.00
Stalp special din beton armat, montat cu 41.03 41.03
automacaraua in fundatie turnata in 96.00 96.00
teren normal 0.00 0.00
0.000 0 Total= 137.03
Total manopera la UM: 3.73 ore.
019 6420941 BUC. 1.000 900.00 900.00
STILP LIN.EL.AER.SE 10 1KV 10 M BPSBP. 0.00 0.00
VIBR.IPCT831/II 0.00 0.00
182.40 182.40
1.824 2 Total= 1082.40
020 W2A17A# MP. 0.200 4.34 0.87
Vopsirea inscriptiilor avertizoare si 9.90 1.98
numerotarea stalpilor din beton la LEA 0.00 0.00
0,4KV 0.10 0.02
0.001 0 Total= 2.87
Total manopera la UM: 0.90 ore.
021 W2A19A# BUC. 1.000 0.60 0.60
Tractarea stalpilor din beton de la 5.72 5.72
locul de subdepozit lucrare la locul de 7.54 7.54
montaj (borna) pe distanta de pana la 14.10 14.10
500 m cu tractor, teren normal Total= 27.96
0.141 0
Total manopera la UM: 0.52 ore.
022 W2A20A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton in autosa 2.75 2.75
la depozit si descarcarea la lucrare cu 19.50 19.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 22.25
Total manopera la UM: 0.25 ore.
023 W2A22A# BUC. 1.000 0.00 0.00
Insotirea transportului cu stalpi sau 0.00 0.00
cable de catre automacaraua pe pneuri de 78.00 78.00
la depozit constructor la lucrare in 0.00 0.00
vederea descarcarii dus-intors pe Total= 78.00
distanta de pana la 20 Km
0.000 0
024 W2I06A# BUC. 1.000 0.57 0.57
Imbinarea prizei de legare la pamant cu 1.10 1.10
suruburi zincate 0.00 0.00
0.00 0.00
0.000 0 Total= 1.67
Total manopera la UM: 0.10 ore.
025 W2J05A# BUC. 1.000 0.00 0.00
Scoaterea de sub tensiune a retelei 51.26 51.26
electrice in vederea repararii sau 0.00 0.00
racordarii bransamentelor si repunerea 0.00 0.00
in functiune retea electrica aeriana Total= 51.26
0.000 0
Total manopera la UM: 4.66 ore.
026 W2J01B# BUC. 1.000 0.00 0.00
Verificarea si incercarea retelei 45.76 45.76
electrice aeriene in vederea receptiei 225.00 225.00
si punerii in functiune retea care se 0.00 0.00
repara Total= 270.76
0.000 0
Total manopera la UM: 4.16 ore.
027 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.
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.032 1555.42 571.08 517.93 337.74 2982.17
Din care:
024114 pag 24
=================================================================
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 517.93
Detaliere transporturi:
-Articole TRA 134.50
-Transport auto 2.032x 100.00= 203.24
Alte cheltuieli directe:
-CAS:
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.20800 = 118.78
-SOMAJ:
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.00500 = 2.86
-Concedii 0,85%
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.00850 = 4.85
-SANATATE 5.2%
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.05200 = 29.70
-Fond de Risc
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.00260 = 1.48
-FOND DE Gar.
( 571.08 + 517.93 * 0.000 +
337.74 * 0.000) * 0.00250 = 1.43
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.032 1555.42 730.18 517.93 337.74 3141.27
Cheltuieli indirecte:
3141.27 * 0.1000 = 314.13
Profit:
3455.40 * 0.0500 = 172.77
TOTAL GENERAL DEVIZ: 3 628.17
TVA 3628.17 * 19.0% = 689.35
TOTAL cu TVA 4 317.52
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024115 pag 25
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024115 MONTARE STALP SE 8 SI FUNDATIE
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. 2.720 0.00 0.00
SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 105.92
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= 105.92
Total manopera la UM: 3.54 ore.
002 TSF13A1 MP. 9.120 0.82 7.47
SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 30.10
LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00
LAT.CU INTERSP.0,2-0,6 0.20 1.82
0.002 0 Total= 39.39
Total manopera la UM: 0.30 ore.
003 TRB01C14 TONA 4.900 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 41.72
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 41.72
Total manopera la UM: 0.77 ore.
004 TRA01A10P TONA 4.900 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 73.50
0.000 0 Total= 73.50
005 TRI1AA01C1 TONA 4.900 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 18.86
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 18.86
Total manopera la UM: 0.35 ore.
006 CA01M1 M.C. 2.140 0.02 0.03
TURNARE BETON SIMPLU IN FUNDATII LA 38.17 81.68
CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00
0.00 0.00
0.000 0 Total= 81.72
Total manopera la UM: 3.47 ore.
006 2100945 M.C. 2.140 285.00 609.90
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 609.90
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.
024115 pag 26
=================================================================
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 2100957 M.C. 0.250 302.00 75.50
BETON DE CIMENT B 200 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 75.50
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.
013 ACA11C1 M 1.000 26.50 26.50
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 2.97 2.97
EXTERIORULCLADIRILOR,AVIND DN 75 0.01 0.01
0.10 0.10
0.001 0 Total= 29.58
Total manopera la UM: 0.27 ore.
014 TRA06A15 TONA 6.740 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =15KM 10.00 67.40
0.000 0 Total= 67.40
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 W1MH11B# BUC. 1.000 0.78 0.78
Stalp de sustinere din beton pentru LEA 76.34 76.34
20KV montat cu automacaraua in fundatie 156.00 156.00
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 233.22
Total manopera la UM: 6.94 ore.
016 6421062 BUC. 1.000 2500.00 2500.00
STILP LIN.EL.AER.SE 8T-15KV-12 M-BPSBP. 0.00 0.00
VIBR.ISPE389/77 0.00 0.00
340.70 340.70
3.407 3 Total= 2840.70
017 W1MH27A# MP. 0.200 3.99 0.80
Inscriptionarea cu vopsea a stalpilor 23.10 4.62
din beton LEA 20KV 0.00 0.00
0.10 0.02
0.001 0 Total= 5.44
Total manopera la UM: 2.10 ore.
024115 pag 27
=================================================================
018 W1MH24B# BUC. 1.000 4.34 4.34
Placa metalica montata pe stalp 9.90 9.90
Avertizoare 0.00 0.00
0.10 0.10
0.001 0 Total= 14.34
Total manopera la UM: 0.90 ore.
019 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
020 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
021 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
022 W1MN02A# KG 1.000 0.24 0.24
Conductor montat in paralel pentru 7.92 7.92
legarea la pamant, montat in interior pe 1.44 1.44
suport existent principal, din banda de 0.00 0.00
otel zincata Total= 9.60
0.000 0
Total manopera la UM: 0.72 ore.
022 3701414 KG 1.030 4.50 4.63
Banda din otel Zn 40x4mm; 0.00 0.00
0.00 0.00
0.10 0.10
0.001 0 Total= 4.74
023 W1MG02A# BUC. 1.000 0.00 0.00
Intreruperea si repunerea sub tensiune a 121.00 121.00
liniei electrice de 20KV LEA 20KV 0.00 0.00
0.00 0.00
0.000 0 Total= 121.00
Total manopera la UM: 11.00 ore.
024 W1MN01A# KG 1.000 0.12 0.12
Conductor pentru legarea la pamant 5.28 5.28
montat in interior pe suport existent 0.72 0.72
principal, din banda de otel zincata 0.00 0.00
0.000 0 Total= 6.12
Total manopera la UM: 0.48 ore.
024 3701414 KG 1.030 4.50 4.63
Banda din otel Zn 40x4mm; 0.00 0.00
0.00 0.00
0.10 0.10
0.001 0 Total= 4.74
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
3.498 3281.70 684.11 275.13 490.69 4731.63
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 275.13
Detaliere transporturi:
-Articole TRA 140.90
-Transport auto 3.498x 100.00= 349.79
Alte cheltuieli directe:
-CAS:
024115 pag 28
=================================================================
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.20800 = 142.30
-SOMAJ:
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.00500 = 3.42
-Concedii 0,85%
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.00850 = 5.81
-SANATATE 5.2%
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.05200 = 35.57
-Fond de Risc
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.00260 = 1.78
-FOND DE Gar.
( 684.11 + 275.13 * 0.000 +
490.69 * 0.000) * 0.00250 = 1.71
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
3.498 3281.70 874.71 275.13 490.69 4922.22
Cheltuieli indirecte:
4922.22 * 0.1000 = 492.22
Profit:
5414.44 * 0.0500 = 270.72
TOTAL GENERAL DEVIZ: 5 685.16
TVA 5685.16 * 19.0% = 1 080.18
TOTAL cu TVA 6 765.34
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024116 pag 29
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024116 MONT. STALP SC 10002 SI FUNDATIA
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. 1.100 0.00 0.00
SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 42.83
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= 42.83
Total manopera la UM: 3.54 ore.
002 TSF13A1 MP. 5.500 0.82 4.51
SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 18.15
LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00
LAT.CU INTERSP.0,2-0,6 0.20 1.10
0.002 0 Total= 23.76
Total manopera la UM: 0.30 ore.
003 TRB01C14 TONA 2.000 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 17.03
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 17.03
Total manopera la UM: 0.77 ore.
004 TRA01A10P TONA 2.000 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 30.00
0.000 0 Total= 30.00
005 TRI1AA01C1 TONA 2.000 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 7.70
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 7.70
Total manopera la UM: 0.35 ore.
006 CA01M1 M.C. 0.810 0.02 0.01
TURNARE BETON SIMPLU IN FUNDATII LA 38.17 30.92
CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00
0.00 0.00
0.000 0 Total= 30.93
Total manopera la UM: 3.47 ore.
006 2100945 M.C. 0.810 285.00 230.85
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 230.85
007 CB01A1 MP. 0.960 2.90 2.79
COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 11.30
UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00
SI SUBSC INCL SPIJIN 0.30 0.29
0.003 0 Total= 14.38
Total manopera la UM: 1.07 ore.
008 CB17B1 MP. 2.640 4.96 13.10
COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 39.20
IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00
0.60 1.58
0.006 0 Total= 53.89
Total manopera la UM: 1.35 ore.
024116 pag 30
=================================================================
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 2100957 M.C. 0.252 302.00 76.10
BETON DE CIMENT B 200 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 76.10
010 CF11A1 MP. 1.440 1.75 2.52
TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 17.11
APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00
GROS EXCLUSIV SCHELA 0.30 0.43
0.003 0 Total= 20.06
Total manopera la UM: 1.08 ore.
011 CZ0209G1 M.C. 0.030 265.00 7.95
PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 0.99
TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00
VAR 38.10 1.14
0.381 0 Total= 10.08
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.
013 ACA11C1 M 1.000 26.50 26.50
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 2.97 2.97
EXTERIORULCLADIRILOR,AVIND DN 75 0.01 0.01
0.10 0.10
0.001 0 Total= 29.58
Total manopera la UM: 0.27 ore.
014 TRA06A15 TONA 2.500 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =15KM 10.00 25.00
0.000 0 Total= 25.00
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. 0.130 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 11.60 1.51
FUND DRUM 0.00 0.00
0.000 0 Total= 6.34
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.
024116 pag 31
=================================================================
019 W2A08A# BUC. 1.000 0.00 0.00
Stalp de sustinere din beton, montat cu 42.24 42.24
automacaraua in fundatie turnata in 94.50 94.50
teren normal 0.00 0.00
0.000 0 Total= 136.74
Total manopera la UM: 3.84 ore.
019 6421270 BUC. 1.010 800.00 808.00
STILP LIN.EL.AER.SCP10002-SUB 1KV-BPTBP. 0.00 0.00
CENTRIF.ISPE212 0.00 0.00
98.00 98.98
0.980 1 Total= 906.98
020 W2A17A# MP. 0.200 4.34 0.87
Vopsirea inscriptiilor avertizoare si 9.90 1.98
numerotarea stalpilor din beton la LEA 0.00 0.00
0,4KV 0.10 0.02
0.001 0 Total= 2.87
Total manopera la UM: 0.90 ore.
021 W2A19A# BUC. 1.000 0.60 0.60
Tractarea stalpilor din beton de la 5.72 5.72
locul de subdepozit lucrare la locul de 7.54 7.54
montaj (borna) pe distanta de pana la 14.10 14.10
500 m cu tractor, teren normal Total= 27.96
0.141 0
Total manopera la UM: 0.52 ore.
022 W2A20A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton in autosa 2.75 2.75
la depozit si descarcarea la lucrare cu 19.50 19.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 22.25
Total manopera la UM: 0.25 ore.
023 W2A22A# BUC. 1.000 0.00 0.00
Insotirea transportului cu stalpi sau 0.00 0.00
cable de catre automacaraua pe pneuri de 78.00 78.00
la depozit constructor la lucrare in 0.00 0.00
vederea descarcarii dus-intors pe Total= 78.00
distanta de pana la 20 Km
0.000 0
024 W2I06A# BUC. 1.000 0.57 0.57
Imbinarea prizei de legare la pamant cu 1.10 1.10
suruburi zincate 0.00 0.00
0.00 0.00
0.000 0 Total= 1.67
Total manopera la UM: 0.10 ore.
025 W2J05A# BUC. 1.000 0.00 0.00
Scoaterea de sub tensiune a retelei 51.26 51.26
electrice in vederea repararii sau 0.00 0.00
racordarii bransamentelor si repunerea 0.00 0.00
in functiune retea electrica aeriana Total= 51.26
0.000 0
Total manopera la UM: 4.66 ore.
026 W2J01B# BUC. 1.000 0.00 0.00
Verificarea si incercarea retelei 45.76 45.76
electrice aeriene in vederea receptiei 225.00 225.00
si punerii in functiune retea care se 0.00 0.00
repara Total= 270.76
0.000 0
Total manopera la UM: 4.16 ore.
027 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.
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.177 1190.08 429.74 491.19 172.75 2283.76
Din care:
024116 pag 32
=================================================================
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 491.19
Detaliere transporturi:
-Articole TRA 55.00
-Transport auto 1.177x 100.00= 117.75
Alte cheltuieli directe:
-CAS:
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.20800 = 89.39
-SOMAJ:
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.00500 = 2.15
-Concedii 0,85%
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.00850 = 3.65
-SANATATE 5.2%
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.05200 = 22.35
-Fond de Risc
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.00260 = 1.12
-FOND DE Gar.
( 429.74 + 491.19 * 0.000 +
172.75 * 0.000) * 0.00250 = 1.07
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.177 1190.08 549.46 491.19 172.75 2403.49
Cheltuieli indirecte:
2403.49 * 0.1000 = 240.35
Profit:
2643.83 * 0.0500 = 132.19
TOTAL GENERAL DEVIZ: 2 776.03
TVA 2776.03 * 19.0% = 527.45
TOTAL cu TVA 3 303.47
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024117 pag 33
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0001 45000000 NORME UNITARE JT
Lista cu cantitatile de lucrari
Deviz oferta 024117 MONT. STALP SC 10005 SI FUNDATIA
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. 2.100 0.00 0.00
SAP.MAN.GROPI POLIG.MONOBL.PT.LINII EL. 38.94 81.77
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= 81.77
Total manopera la UM: 3.54 ore.
002 TSF13A1 MP. 7.500 0.82 6.14
SPRIJ.MAL.CU DULAPI FAG ASEZ.ORIZ.PT 3.30 24.75
LINII EL.INALTA TENS.LA SAP.SUB 1,5M 0.00 0.00
LAT.CU INTERSP.0,2-0,6 0.20 1.50
0.002 0 Total= 32.39
Total manopera la UM: 0.30 ore.
003 TRB01C14 TONA 3.710 0.00 0.00
TRANSPORTUL MATERIALELOR CU ROABA PE 8.51 31.59
PNEURI INC ARUNCARE DESC RASTURNARE 0.00 0.00
GRUP1-3 DISTANTA 40M 0.00 0.00
0.000 0 Total= 31.59
Total manopera la UM: 0.77 ore.
004 TRA01A10P TONA 3.710 0.00 0.00
TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00
MOLOZULUI CU AUTOBASCULANTA DIST.=10 KM 0.00 0.00
15.00 55.65
0.000 0 Total= 55.65
005 TRI1AA01C1 TONA 3.710 0.00 0.00
INCARCAREA MATERIALELOR,GRUPA A-GRELE SI 3.85 14.28
MARUNTE,PRIN ARUNCARE RAMPA SAU TEREN- 0.00 0.00
AUTO CATEG.1 0.00 0.00
0.000 0 Total= 14.28
Total manopera la UM: 0.35 ore.
006 CA01M1 M.C. 1.700 0.02 0.03
TURNARE BETON SIMPLU IN FUNDATII LA 38.17 64.89
CONSTRUCTII INGINERESTI(STILPI LEA,ETC.) 0.00 0.00
0.00 0.00
0.000 0 Total= 64.92
Total manopera la UM: 3.47 ore.
006 2100945 M.C. 1.700 285.00 484.50
BETON DE CIMENT B 150 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 484.50
007 CB01A1 MP. 1.300 2.90 3.78
COFRAJE IN CUZINETI FUND PAHAR,FUND 11.77 15.30
UTILAJE,DIN PAN REF,DIN SCINDURI RAS SC 0.00 0.00
SI SUBSC INCL SPIJIN 0.30 0.39
0.003 0 Total= 19.47
Total manopera la UM: 1.07 ore.
008 CB17B1 MP. 3.100 4.96 15.38
COFRAJE PT RELIZ GOL PT BULOANE CANALE 14.85 46.03
IN FUNDATI I DIN PFL DUR DE 6MM GROS 0.00 0.00
0.60 1.86
0.006 0 Total= 63.28
Total manopera la UM: 1.35 ore.
024117 pag 34
=================================================================
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 2100957 M.C. 0.252 302.00 76.10
BETON DE CIMENT B 200 STAS 3622 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 76.10
010 CF11A1 MP. 2.300 1.75 4.03
TENCUIELI SCLIVISITE CU MORTAR M100-T 11.88 27.32
APLIC LA PERETI CU SUPR.PLANE DE 2CM 0.00 0.00
GROS EXCLUSIV SCHELA 0.30 0.69
0.003 0 Total= 32.04
Total manopera la UM: 1.08 ore.
011 CZ0209G1 M.C. 0.040 265.00 10.60
PREPARARE MORTAR CU CIMENT M30 PENTRU 33.00 1.32
TENCUIELI,MARCA M100-T MANUAL FARA ADAOS 0.00 0.00
VAR 38.10 1.52
0.381 0 Total= 13.44
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.
013 ACA11C1 M 1.000 26.50 26.50
MONTARE TEAVA PVC TIP 3(M) IN PAMINT,IN 2.97 2.97
EXTERIORULCLADIRILOR,AVIND DN 75 0.01 0.01
0.10 0.10
0.001 0 Total= 29.58
Total manopera la UM: 0.27 ore.
014 TRA06A15 TONA 4.900 0.00 0.00
TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00
MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00
DIST. =15KM 10.00 49.00
0.000 0 Total= 49.00
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. 0.240 0.00 0.00
SPARG SI DESF BET CIM PE SUPRAF LIMIT PT 37.18 8.92
POZARE CABL COND POD GURI,SCURG IN ALEI 11.60 2.78
FUND DRUM 0.00 0.00
0.000 0 Total= 11.71
Total manopera la UM: 3.38 ore.
017 DC04B1 M 4.400 4.91 21.59
TAIEREA CU MAS.CU DISC DIAMANT ROST 3.23 14.23
CONTRACTIE SI DILATATIE BETON UZURA LA 19.96 87.84
DRUMURI 0.00 0.00
0.000 0 Total= 123.66
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.
024117 pag 35
=================================================================
019 W2A10B# BUC. 1.000 0.00 0.00
Stalp special din beton armat, montat cu 49.72 49.72
automacaraua in fundatie turnata in 106.50 106.50
teren accidentat 0.00 0.00
0.000 0 Total= 156.22
Total manopera la UM: 4.52 ore.
019 6421282 BUC. 1.010 1800.00 1818.00
STILP LIN.EL.AER.SC 10005-SUB 1KV-BPTBP. 0.00 0.00
CENTRIF.ISPE212 0.00 0.00
151.50 153.01
1.515 2 Total= 1971.02
020 W2A17A# MP. 0.200 4.34 0.87
Vopsirea inscriptiilor avertizoare si 9.90 1.98
numerotarea stalpilor din beton la LEA 0.00 0.00
0,4KV 0.10 0.02
0.001 0 Total= 2.87
Total manopera la UM: 0.90 ore.
021 W2A19A# BUC. 1.000 0.60 0.60
Tractarea stalpilor din beton de la 5.72 5.72
locul de subdepozit lucrare la locul de 7.54 7.54
montaj (borna) pe distanta de pana la 14.10 14.10
500 m cu tractor, teren normal Total= 27.96
0.141 0
Total manopera la UM: 0.52 ore.
022 W2A20A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton in autosa 2.75 2.75
la depozit si descarcarea la lucrare cu 19.50 19.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 22.25
Total manopera la UM: 0.25 ore.
023 W2A22A# BUC. 1.000 0.00 0.00
Insotirea transportului cu stalpi sau 0.00 0.00
cable de catre automacaraua pe pneuri de 78.00 78.00
la depozit constructor la lucrare in 0.00 0.00
vederea descarcarii dus-intors pe Total= 78.00
distanta de pana la 20 Km
0.000 0
024 W2I06A# BUC. 1.000 0.57 0.57
Imbinarea prizei de legare la pamant cu 1.10 1.10
suruburi zincate 0.00 0.00
0.00 0.00
0.000 0 Total= 1.67
Total manopera la UM: 0.10 ore.
025 W2J05A# BUC. 1.000 0.00 0.00
Scoaterea de sub tensiune a retelei 51.26 51.26
electrice in vederea repararii sau 0.00 0.00
racordarii bransamentelor si repunerea 0.00 0.00
in functiune retea electrica aeriana Total= 51.26
0.000 0
Total manopera la UM: 4.66 ore.
026 W2J01B# BUC. 1.000 0.00 0.00
Verificarea si incercarea retelei 45.76 45.76
electrice aeriene in vederea receptiei 225.00 225.00
si punerii in functiune retea care se 0.00 0.00
repara Total= 270.76
0.000 0
Total manopera la UM: 4.16 ore.
027 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.
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.732 2468.70 571.31 528.43 277.85 3846.28
Din care:
024117 pag 36
=================================================================
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 528.43
Detaliere transporturi:
-Articole TRA 104.65
-Transport auto 1.732x 100.00= 173.20
Alte cheltuieli directe:
-CAS:
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.20800 = 118.83
-SOMAJ:
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.00500 = 2.86
-Concedii 0,85%
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.00850 = 4.86
-SANATATE 5.2%
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.05200 = 29.71
-Fond de Risc
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.00260 = 1.49
-FOND DE Gar.
( 571.31 + 528.43 * 0.000 +
277.85 * 0.000) * 0.00250 = 1.43
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.732 2468.70 730.47 528.43 277.85 4005.45
Regie intreprindere:
4005.45 * 0.1000 = 400.54
Profit:
4405.99 * 0.0500 = 220.30
TOTAL GENERAL DEVIZ: 4 626.29
TVA 4626.29 * 19.0% = 879.00
TOTAL cu TVA 5 505.29
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024214 pag 37
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024214 MONTARE SC 15014 CU PTA
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 W1MH14A# BUC. 1.000 0.78 0.78
Stalp special din beton pentru LEA 20KV 83.49 83.49
montat cu automacaraua in fundatie 165.00 165.00
turnata In teren normal 0.10 0.10
0.001 0 Total= 249.37
Total manopera la UM: 7.59 ore.
001 6421581 BUC. 1.000 2050.00 2050.00
STILP DIN B.A.C PT.LEA TIP SC-15014 120 0.00 0.00
6-20KW OB-37 0.00 0.00
231.50 231.50
2.315 2 Total= 2281.50
002 W1MH24A# BUC. 2.000 27.26 54.52
Placa metalica montata pe stalp 12.10 24.20
Indicatoare emailata 0.00 0.00
0.10 0.20
0.001 0 Total= 78.92
Total manopera la UM: 1.10 ore.
003 W1MH24B# BUC. 2.000 4.34 8.69
Placa metalica montata pe stalp 9.90 19.80
Avertizoare 0.00 0.00
0.10 0.20
0.001 0 Total= 28.68
Total manopera la UM: 0.90 ore.
004 W1MH28C# BUC. 1.000 5.11 5.11
Tractarea la borne a stalpilor din 22.33 22.33
beton, de la subdepozit la locul de 41.29 41.29
montaj (borna) pe distanta de 1000-1500m 2.80 2.80
cu tractor, teren normal Total= 71.53
0.028 0
Total manopera la UM: 2.03 ore.
005 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
006 W1MI06A# BUC. 1.000 0.00 0.00
Coronament metalic zincat de intindere 21.78 21.78
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 21.78
0.000 0
Total manopera la UM: 1.98 ore.
006 6305423 BUC. 1.000 770.00 770.00
Consola metalica zincata de intindere 0.00 0.00
CIT-140 pe stalp TC 15014-120 0.00 0.00
10.20 10.20
0.102 0 Total= 780.20
024214 pag 38
=================================================================
007 W1MJ02M# BUC. 2.000 0.00 0.00
Legatura de sustinere sau intindere 16.83 33.66
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere dubla faza Total= 33.66
extrema, izolatori ITS 66/7
0.000 0
Total manopera la UM: 1.53 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
007 5205413 BUC. 2.000 2.67 5.34
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.20
0.001 0 Total= 5.54
007 5205681 BUC. 2.000 13.00 26.00
CLEMA LEG.ELECT.DIN AL.CLEAL 50/ 70 IN= 0.00 0.00
260A NTR28 0.00 0.00
0.00 0.00
0.000 0 Total= 26.00
007 2016248 BUC. 2.000 269.00 538.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.40
0.002 0 Total= 538.40
008 W1MJ02N# BUC. 1.000 7.24 7.24
Legatura de sustinere sau intindere 20.13 20.13
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 1.10 1.10
si ITS 66/7 Intindere dubla faza mijloc, Total= 28.47
izolatori ITS 66/7
0.011 0
Total manopera la UM: 1.83 ore.
008 5205413 BUC. 1.000 2.67 2.67
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.10
0.001 0 Total= 2.77
008 5205681 BUC. 1.000 13.00 13.00
CLEMA LEG.ELECT.DIN AL.CLEAL 50/ 70 IN= 0.00 0.00
260A NTR28 0.00 0.00
0.00 0.00
0.000 0 Total= 13.00
008 2016248 BUC. 1.000 269.00 269.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.20
0.002 0 Total= 269.20
009 W1ML01A# BUC. 1.000 0.00 0.00
Siguranta fuzibila (suport + patron 62.70 62.70
fuzibil) de exterior 20KV tripolar tip . 0.00 0.00
.. 20KV 0.00 0.00
0.000 0 Total= 62.70
Total manopera la UM: 5.70 ore.
009 5405011 BUC. 3.000 192.00 576.00
FUZ.EXT.VAR.NOUA.TROPICAL.FEN-TH1-20/ 2, 0.00 0.00
5-10A,700 MVA 0.00 0.00
0.30 0.90
0.003 0 Total= 576.90
010 W1MI20A# BUC. 1.000 0.00 0.00
Confectie metalica zincata pentru 13.86 13.86
montare suport sigurante montata pe un 0.00 0.00
stalp plantat 0.00 0.00
0.000 0 Total= 13.86
Total manopera la UM: 1.26 ore.
024214 pag 39
=================================================================
010 6305806 BUC. 1.000 280.00 280.00
Confectie metalica zincata pentru 0.00 0.00
montare suport sigurante pe un stalp din 0.00 0.00
beton TC 15014-120 0.60 0.60
0.006 0 Total= 280.60
011 W1MI15A# BUC. 1.000 92.42 92.42
Confectie metalica zincata PTA cu 135.19 135.19
balustrada si podet montata pe un stalp 75.00 75.00
din beton plantat 2.60 2.60
0.026 0 Total= 305.21
Total manopera la UM: 12.29 ore.
011 6305737 BUC. 1.000 600.00 600.00
Confectie metalica zincata PTA pe un 0.00 0.00
stalp din beton TC 15014-120 0.00 0.00
14.50 14.50
0.145 0 Total= 614.50
012 W1MJ07A# BUC. 1.000 126.93 126.93
Legarea aparatajului PTA la retea 61.16 61.16
Racordarea sigurantelor SFEN 0.00 0.00
0.10 0.10
0.001 0 Total= 188.19
Total manopera la UM: 5.56 ore.
012 5203763 BUC. 3.000 3.91 11.73
Papuc aluminiu PTA m 50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 11.73
012 5204431 BUC. 6.000 13.60 81.60
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.60
0.001 0 Total= 82.20
013 W1MJ07B# BUC. 1.000 385.86 385.86
Legarea aparatajului PTA la retea 39.16 39.16
Racordarea transformatorului de putere 0.00 0.00
0.40 0.40
0.004 0 Total= 425.42
Total manopera la UM: 3.56 ore.
013 5204020 BUC. 6.000 3.91 23.46
Papuc aluminiu PA50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 23.46
013 4831586 M 2.500 2.26 5.65
CONDUCTOR OL-AL. PTR.LEA.STR.ZN>50% 50/8 0.00 0.00
S3000 0.00 0.00
0.00 0.00
0.000 0 Total= 5.65
013 5204431 BUC. 6.000 13.60 81.60
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.60
0.001 0 Total= 82.20
014 W1MK01A# KM. 0.030 1.20 0.04
Conductoare otel aluminiu montate manual 308.00 9.24
in teren normal 35-50mmp 0.00 0.00
0.00 0.00
0.000 0 Total= 9.28
Total manopera la UM: 28.00 ore.
014 4831586 M 30.630 2.26 69.22
CONDUCTOR OL-AL. PTR.LEA.STR.ZN>50% 50/8 0.00 0.00
S3000 0.00 0.00
0.00 0.00
0.000 0 Total= 69.22
024214 pag 40
=================================================================
015 W2C11A# BUC. 1.000 89.30 89.30
Coloana electrica pentru PTA pe stalpi 23.76 23.76
din beton, din teava PVC, inclusiv 0.00 0.00
conductoarele pt. trafo de pana la 100 0.70 0.70
KVA din AFYI 3x95+50mmp Total= 113.76
0.007 0
Total manopera la UM: 2.16 ore.
015 6311325 SET 1.000 15.00 15.00
Bratara zincata pentru fixarea tevii PVC 0.00 0.00
tip M ? 90mm pe stalp TC 15014 12m, la 0.00 0.00
coloana PTA; 0.10 0.10
0.001 0 Total= 15.10
015 6700298 M 3.600 1.90 6.82
TEVI DIN P.V.C.RIGID TIP U 90X1,8 STAS 0.00 0.00
6675/2 0.00 0.00
0.10 0.36
0.001 0 Total= 7.18
016 W2E20G# BUC. 6.000 0.00 0.00
Racordarea circuitelor electrice in 3.19 19.14
tablouri la borne cu sectiunea de 240- 0.00 0.00
300mmp 0.00 0.00
0.000 0 Total= 19.14
Total manopera la UM: 0.29 ore.
017 W2E20E# BUC. 2.000 0.00 0.00
Racordarea circuitelor electrice in 2.97 5.94
tablouri la borne cu sectiunea de 95- 0.00 0.00
120mmp 0.00 0.00
0.000 0 Total= 5.94
Total manopera la UM: 0.27 ore.
018 W2D03G# BUC. 2.000 0.00 0.00
Papuci montati prin presare sau cu surub 0.77 1.54
la conductoare din aluminiu sau cupru cu 0.00 0.00
sectiunea de 120 mm2 0.00 0.00
0.000 0 Total= 1.54
Total manopera la UM: 0.07 ore.
018 5203798 BUC. 2.000 4.88 9.76
PAPUCI DIN AL PTAM 120 A-4194-50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 9.76
019 W2D03J# BUC. 6.000 0.00 0.00
Papuci montati prin presare sau cu surub 0.94 5.61
la conductoare din aluminiu sau cupru cu 0.00 0.00
sectiunea de 240 mm2 0.00 0.00
0.000 0 Total= 5.61
Total manopera la UM: 0.09 ore.
019 5203827 BUC. 6.000 8.13 48.78
PAPUCI DIN AL PTAM 240 A-4194-50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 48.78
020 W2E15A# BUC. 1.000 0.00 0.00
Cutie si tablou de distributie pentru 13.64 13.64
post de transformare CD pt. post pe un 0.00 0.00
stalp 0.00 0.00
0.000 0 Total= 13.64
Total manopera la UM: 1.24 ore.
020 6311450 BUC. 2.000 21.00 42.00
Bratara zincata cu suruburi si piulite 0.00 0.00
de prindere a cutiei de distributie pe 0.00 0.00
un stalp tip SC 15014 0.10 0.20
0.001 0 Total= 42.20
020 7312583 BUC. 1.000 4850.00 4850.00
Cutie de distributie CD-1.2. tip retea 0.00 0.00
cu USOL 100A, Ir=63A fara iluminat 0.00 0.00
manual 11.00 11.00
0.110 0 Total= 4861.00
024214 pag 41
=================================================================
021 4978865 BUC. 1.000 550.56 550.56
CONTOR EL.TRIFAZ.ENERGIE ACTIVA 0.00 0.00
0.00 0.00
0.20 0.20
0.002 0 Total= 550.76
022 W2E03C# BUC. 12.000 151.38 1816.52
Siguranta cu mare putere de rupere SIST 2.53 30.36
completa montata in tablou SIST 201/1 0.00 0.00
0.10 1.20
0.001 0 Total= 1848.08
Total manopera la UM: 0.23 ore.
022 5536767 BUC. 12.000 149.00 1788.00
Siguranta MPR gabarit 1 80A 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 1788.00
023 TRA01A20 TONA 3.000 0.00 0.00
TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00
SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00
DIST.= 20 KM. 20.00 60.00
0.000 0 Total= 60.00
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.811 15301.59 650.43 306.79 341.06 16599.87
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 306.79
Detaliere transporturi:
-Articole TRA 60.00
-Transport auto 2.811x 100.00= 281.06
Alte cheltuieli directe:
-CAS:
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.20800 = 135.29
-SOMAJ:
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.00500 = 3.25
-Concedii 0,85%
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.00850 = 5.53
-SANATATE 5.2%
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.05200 = 33.82
-Fond de Risc
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.00260 = 1.69
-FOND DE Gar.
( 650.43 + 306.79 * 0.000 +
341.06 * 0.000) * 0.00250 = 1.63
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.811 15301.59 831.64 306.79 341.06 16781.08
Cheltuieli indirecte:
16781.08 * 0.1000 = 1 678.11
Profit:
18459.19 * 0.0500 = 922.96
TOTAL GENERAL DEVIZ: 19 382.14
TVA 19382.14 * 19.0% = 3 682.61
TOTAL cu TVA 23 064.75
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024215 pag 43
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024215 MONTARE STALP SC 15014
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 W1MH14B# BUC. 1.000 0.78 0.78
Stalp special din beton pentru LEA 20KV 104.39 104.39
montat cu automacaraua in fundatie 346.50 346.50
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 451.77
Total manopera la UM: 9.49 ore.
001 6421581 BUC. 1.000 2050.00 2050.00
STILP DIN B.A.C PT.LEA TIP SC-15014 120 0.00 0.00
6-20KW OB-37 0.00 0.00
231.50 231.50
2.315 2 Total= 2281.50
002 W1MH27A# MP. 1.000 3.99 3.99
Inscriptionarea cu vopsea a stalpilor 23.10 23.10
din beton LEA 20KV 0.00 0.00
0.10 0.10
0.001 0 Total= 27.19
Total manopera la UM: 2.10 ore.
003 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
004 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
005 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
006 W1MI06A# BUC. 1.000 0.00 0.00
Coronament metalic zincat de intindere 21.78 21.78
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 21.78
0.000 0
Total manopera la UM: 1.98 ore.
006 6305423 BUC. 1.000 770.00 770.00
Consola metalica zincata de intindere 0.00 0.00
CIT-140 pe stalp TC 15014-120 0.00 0.00
10.20 10.20
0.102 0 Total= 780.20
024215 pag 44
=================================================================
007 W1MJ02G# BUC. 4.000 0.00 0.00
Legatura de sustinere sau intindere 13.31 53.24
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 53.24
extrema, izolatori ITFs 45/4, 45/5, 60/6
siRS24-02
0.000 0
Total manopera la UM: 1.21 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
007 5205413 BUC. 4.000 2.67 10.68
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.40
0.001 0 Total= 11.08
007 5204431 BUC. 4.000 13.60 54.40
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.40
0.001 0 Total= 54.80
007 2016248 BUC. 4.000 269.00 1076.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.80
0.002 0 Total= 1076.80
008 W1MJ02H# BUC. 2.000 0.00 0.00
Legatura de sustinere sau intindere 14.63 29.26
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 29.26
mijloc, izolatori ITFs 45/4, 45/5, 60/6
si RS24-02
0.000 0
Total manopera la UM: 1.33 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
008 5205413 BUC. 2.000 2.67 5.34
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.20
0.001 0 Total= 5.54
008 5204431 BUC. 2.000 13.60 27.20
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.20
0.001 0 Total= 27.40
008 2016248 BUC. 2.000 269.00 538.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.40
0.002 0 Total= 538.40
008 2016130 BUC. 1.000 144.00 144.00
IZOLATOR SUPORT COMPOZIT PENTRU OCOLIRE 0.00 0.00
ICO-24/L 0.00 0.00
0.20 0.20
0.002 0 Total= 144.20
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.452 4681.60 242.99 462.21 245.20 5632.00
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 462.21
Detaliere transporturi:
-Transport auto 2.452x 100.00= 245.20
Alte cheltuieli directe:
-CAS:
024215 pag 45
=================================================================
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.20800 = 50.54
-SOMAJ:
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.00500 = 1.21
-Concedii 0,85%
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.00850 = 2.07
-SANATATE 5.2%
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.05200 = 12.64
-Fond de Risc
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.00260 = 0.63
-FOND DE Gar.
( 242.99 + 462.21 * 0.000 +
245.20 * 0.000) * 0.00250 = 0.61
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.452 4681.60 310.69 462.21 245.20 5699.70
Cheltuieli indirecte:
5699.70 * 0.1000 = 569.97
Profit:
6269.67 * 0.0500 = 313.48
TOTAL GENERAL DEVIZ: 6 583.15
TVA 6583.15 * 19.0% = 1 250.80
TOTAL cu TVA 7 833.95
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024216 pag 46
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024216 MONTARE STALP SC 15015
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 W1MH14B# BUC. 1.000 0.78 0.78
Stalp special din beton pentru LEA 20KV 104.39 104.39
montat cu automacaraua in fundatie 346.50 346.50
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 451.77
Total manopera la UM: 9.49 ore.
001 6421658 BUC. 1.000 2400.00 2400.00
STILP DIN B.A.C PT.LEA TIP SC-15015 6- 0.00 0.00
20KW OB-37 0.00 0.00
283.60 283.60
2.836 3 Total= 2683.60
002 W1MH27A# MP. 1.000 3.99 3.99
Inscriptionarea cu vopsea a stalpilor 23.10 23.10
din beton LEA 20KV 0.00 0.00
0.10 0.10
0.001 0 Total= 27.19
Total manopera la UM: 2.10 ore.
003 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
004 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
005 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
006 W1MI06A# BUC. 1.000 0.00 0.00
Coronament metalic zincat de intindere 21.78 21.78
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 21.78
0.000 0
Total manopera la UM: 1.98 ore.
006 6305424 BUC. 1.000 770.00 770.00
Consola metalica zincata de intindere 0.00 0.00
coronament orizontal CIT-140 pe stalp TC 0.00 0.00
15015 10.60 10.60
0.106 0 Total= 780.60
024216 pag 47
=================================================================
007 W1MJ02G# BUC. 4.000 0.00 0.00
Legatura de sustinere sau intindere 13.31 53.24
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 53.24
extrema, izolatori ITFs 45/4, 45/5, 60/6
siRS24-02
0.000 0
Total manopera la UM: 1.21 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
007 5205413 BUC. 4.000 2.67 10.68
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.40
0.001 0 Total= 11.08
007 5204431 BUC. 4.000 13.60 54.40
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.40
0.001 0 Total= 54.80
007 2016248 BUC. 4.000 269.00 1076.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.80
0.002 0 Total= 1076.80
008 W1MJ02H# BUC. 2.000 0.00 0.00
Legatura de sustinere sau intindere 14.63 29.26
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 29.26
mijloc, izolatori ITFs 45/4, 45/5, 60/6
si RS24-02
0.000 0
Total manopera la UM: 1.33 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
008 5205413 BUC. 2.000 2.67 5.34
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.20
0.001 0 Total= 5.54
008 5204431 BUC. 2.000 13.60 27.20
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.20
0.001 0 Total= 27.40
008 2016248 BUC. 2.000 269.00 538.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.40
0.002 0 Total= 538.40
008 2016130 BUC. 1.000 144.00 144.00
IZOLATOR SUPORT COMPOZIT PENTRU OCOLIRE 0.00 0.00
ICO-24/L 0.00 0.00
0.20 0.20
0.002 0 Total= 144.20
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.977 5031.60 242.99 462.21 297.70 6034.50
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 462.21
Detaliere transporturi:
-Transport auto 2.977x 100.00= 297.70
Alte cheltuieli directe:
-CAS:
024216 pag 48
=================================================================
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.20800 = 50.54
-SOMAJ:
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.00500 = 1.21
-Concedii 0,85%
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.00850 = 2.07
-SANATATE 5.2%
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.05200 = 12.64
-Fond de Risc
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.00260 = 0.63
-FOND DE Gar.
( 242.99 + 462.21 * 0.000 +
297.70 * 0.000) * 0.00250 = 0.61
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.977 5031.60 310.69 462.21 297.70 6102.20
Cheltuieli indirecte:
6102.20 * 0.1000 = 610.22
Profit:
6712.42 * 0.0500 = 335.62
TOTAL GENERAL DEVIZ: 7 048.04
TVA 7048.04 * 19.0% = 1 339.13
TOTAL cu TVA 8 387.16
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024217 pag 49
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024217 MONTARE STALP SC 15006 DE SUST.
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 W1MH11B# BUC. 1.000 0.78 0.78
Stalp de sustinere din beton pentru LEA 76.34 76.34
20KV montat cu automacaraua in fundatie 156.00 156.00
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 233.22
Total manopera la UM: 6.94 ore.
001 6421127 BUC. 1.000 900.00 900.00
STILP DIN B A C P TIP SCP-15006-120T. 0.00 0.00
LEA6-20KV * 0.00 0.00
128.30 128.30
1.283 1 Total= 1028.30
002 W1MH27A# MP. 1.000 3.99 3.99
Inscriptionarea cu vopsea a stalpilor 23.10 23.10
din beton LEA 20KV 0.00 0.00
0.10 0.10
0.001 0 Total= 27.19
Total manopera la UM: 2.10 ore.
003 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
004 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
005 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
006 W1MI04B# BUC. 1.000 0.00 0.00
Coronament metalic zincat de sustinere 12.10 12.10
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 12.10
0.000 0
Total manopera la UM: 1.10 ore.
006 6305352 BUC. 1.000 590.00 590.00
Consola de sustinere orizontala CSO 1385 0.00 0.00
cu montanti cu bratara zincata pe stalp 0.00 0.00
TCP 15006-120 6.60 6.60
0.066 0 Total= 596.60
024217 pag 50
=================================================================
007 W1MJ01A# BUC. 3.000 1.64 4.92
Legatura de sustinere pentru LEA 20KV cu 11.33 33.99
izolatoare ISNS si RTS24-02 coronament 0.00 0.00
triunghi sau orizontal Sustinere simpla 0.00 0.00
in aliniament cu CA Total= 38.91
0.000 0
Total manopera la UM: 1.03 ore.
007 4831586 M 3.300 2.26 7.46
CONDUCTOR OL-AL. PTR.LEA.STR.ZN>50% 50/8 0.00 0.00
S3000 0.00 0.00
0.00 0.00
0.000 0 Total= 7.46
007 5204792 BUC. 12.000 6.80 81.60
CLEMA ALUNEC AL,LEA IZ.NESTRAP CA-50 6- 0.00 0.00
20KV 70-200DAN 0.00 0.00
0.00 0.00
0.000 0 Total= 81.60
007 2016131 BUC. 3.000 144.00 432.00
Izolator copozit suport cu cap rotund 0.00 0.00
tip ICS 24 R/L 0.00 0.00
0.30 0.90
0.003 0 Total= 432.90
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.367 2021.96 156.75 271.71 136.70 2587.12
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 271.71
Detaliere transporturi:
-Transport auto 1.367x 100.00= 136.70
Alte cheltuieli directe:
-CAS:
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.20800 = 32.60
-SOMAJ:
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.00500 = 0.78
-Concedii 0,85%
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.00850 = 1.33
-SANATATE 5.2%
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.05200 = 8.15
-Fond de Risc
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.00260 = 0.41
-FOND DE Gar.
( 156.75 + 271.71 * 0.000 +
136.70 * 0.000) * 0.00250 = 0.39
Total cheltuieli directe:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
1.367 2021.96 200.42 271.71 136.70 2630.79
Regie intreprindere:
2630.79 * 0.1000 = 263.08
Profit:
2893.87 * 0.0500 = 144.69
TOTAL GENERAL DEVIZ: 3 038.56
TVA 3038.56 * 19.0% = 577.33
TOTAL cu TVA 3 615.89
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024218 pag 51
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024218 MONTARE SC 15015 CU SEPARATOR
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 W1MH14B# BUC. 1.000 0.78 0.78
Stalp special din beton pentru LEA 20KV 104.39 104.39
montat cu automacaraua in fundatie 346.50 346.50
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 451.77
Total manopera la UM: 9.49 ore.
001 6421658 BUC. 1.000 2400.00 2400.00
STILP DIN B.A.C PT.LEA TIP SC-15015 6- 0.00 0.00
20KW OB-37 0.00 0.00
283.60 283.60
2.836 3 Total= 2683.60
002 W1MH27A# MP. 1.000 3.99 3.99
Inscriptionarea cu vopsea a stalpilor 23.10 23.10
din beton LEA 20KV 0.00 0.00
0.10 0.10
0.001 0 Total= 27.19
Total manopera la UM: 2.10 ore.
003 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
004 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
005 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
006 W1MI06A# BUC. 1.000 0.00 0.00
Coronament metalic zincat de intindere 21.78 21.78
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 21.78
0.000 0
Total manopera la UM: 1.98 ore.
006 6305424 BUC. 1.000 770.00 770.00
Consola metalica zincata de intindere 0.00 0.00
coronament orizontal CIT-140 pe stalp TC 0.00 0.00
15015 10.60 10.60
0.106 0 Total= 780.60
024218 pag 52
=================================================================
007 W1MJ02G# BUC. 4.000 0.00 0.00
Legatura de sustinere sau intindere 13.31 53.24
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 53.24
extrema, izolatori ITFs 45/4, 45/5, 60/6
siRS24-02
0.000 0
Total manopera la UM: 1.21 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
007 5205413 BUC. 4.000 2.67 10.68
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.40
0.001 0 Total= 11.08
007 5204431 BUC. 4.000 13.60 54.40
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.40
0.001 0 Total= 54.80
007 2016248 BUC. 4.000 269.00 1076.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.80
0.002 0 Total= 1076.80
008 W1MJ02H# BUC. 2.000 0.00 0.00
Legatura de sustinere sau intindere 14.63 29.26
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 29.26
mijloc, izolatori ITFs 45/4, 45/5, 60/6
si RS24-02
0.000 0
Total manopera la UM: 1.33 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
008 5205413 BUC. 2.000 2.67 5.34
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.20
0.001 0 Total= 5.54
008 5204431 BUC. 2.000 13.60 27.20
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.20
0.001 0 Total= 27.40
008 2016248 BUC. 2.000 269.00 538.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.40
0.002 0 Total= 538.40
009 W1ML02B# BUC. 1.000 1.76 1.76
Separator tripolar de exterior tip ... 131.45 131.45
20KV (STE, STEP, STEPNO, ROT-AUN) montat 0.00 0.00
Pe stalp plantat 0.20 0.20
0.002 0 Total= 133.41
Total manopera la UM: 11.95 ore.
010 W1ML05B# BUC. 2.000 0.72 1.44
Dispozitiv pentru actionarea separatorul 88.00 176.00
ui de exterior de 20KV montat Pe stalp 0.00 0.00
de beton 0.00 0.00
0.000 0 Total= 177.44
Total manopera la UM: 8.00 ore.
010 6305862 SET 2.000 25.00 50.00
Bratara de fixare dispozitiv de 0.00 0.00
actionare pe stalp de beton SC 15015 0.00 0.00
0.10 0.20
0.001 0 Total= 50.20
024218 pag 53
=================================================================
010 6305837 SET 2.000 250.00 500.00
Tija actionare pe stalp de beton SC 0.00 0.00
15015 0.00 0.00
0.30 0.60
0.003 0 Total= 500.60
010 6305882 SET 2.000 6.90 13.80
Bratara de ghidare-fixare pe stalp de 0.00 0.00
beton SC 15015 0.00 0.00
0.10 0.20
0.001 0 Total= 14.00
011 W1MI22B# BUC. 1.000 0.00 0.00
Stelaj metalic zincat pentru montarea 20.46 20.46
separatorului, montat pe stalp de beton 0.00 0.00
neplantat 0.00 0.00
0.000 0 Total= 20.46
Total manopera la UM: 1.86 ore.
011 6305590 BUC. 1.000 261.90 261.90
Stelaj zincat de fixare separator 0.00 0.00
orizontal STEPNO pe stalp din beton TC 0.00 0.00
15015 4.10 4.10
0.041 0 Total= 266.00
012 W1MJ07C# BUC. 1.000 505.86 505.86
Legarea aparatajului PTA la retea 67.65 67.65
Racordarea separatorului STE, STEPNO, 0.00 0.00
ROT-AUN 0.40 0.40
0.004 0 Total= 573.91
Total manopera la UM: 6.15 ore.
012 5203763 BUC. 12.000 3.91 46.92
Papuc aluminiu PTA m 50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 46.92
012 5204431 BUC. 6.000 13.60 81.60
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.60
0.001 0 Total= 82.20
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
3.038 6350.88 638.55 462.21 303.80 7755.44
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 462.21
Detaliere transporturi:
-Transport auto 3.038x 100.00= 303.80
Alte cheltuieli directe:
-CAS:
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.20800 = 132.82
-SOMAJ:
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.00500 = 3.19
-Concedii 0,85%
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.00850 = 5.43
-SANATATE 5.2%
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.05200 = 33.20
-Fond de Risc
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.00260 = 1.66
-FOND DE Gar.
( 638.55 + 462.21 * 0.000 +
303.80 * 0.000) * 0.00250 = 1.60
Total cheltuieli directe:
024218 pag 54
=================================================================
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
3.038 6350.88 816.45 462.21 303.80 7933.34
Cheltuieli indirecte:
7933.34 * 0.1000 = 793.33
Profit:
8726.67 * 0.0500 = 436.33
TOTAL GENERAL DEVIZ: 9 163.01
TVA 9163.01 * 19.0% = 1 740.97
TOTAL cu TVA 10 903.98
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
024219 pag 55
=================================================================
Formularul F3
Obiectivul: 0024 45310000 Norme UNITARE MT si JT
Obiectul: 0002 45310000 NORME UNITARE MT
Lista cu cantitatile de lucrari
Deviz oferta 024219 MONTARE SC 15014 CU SEPORATOR
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 W1MH14B# BUC. 1.000 0.78 0.78
Stalp special din beton pentru LEA 20KV 104.39 104.39
montat cu automacaraua in fundatie 346.50 346.50
turnata In teren accidentat 0.10 0.10
0.001 0 Total= 451.77
Total manopera la UM: 9.49 ore.
001 6421581 BUC. 1.000 2050.00 2050.00
STILP DIN B.A.C PT.LEA TIP SC-15014 120 0.00 0.00
6-20KW OB-37 0.00 0.00
231.50 231.50
2.315 2 Total= 2281.50
002 W1MH27A# MP. 1.000 3.99 3.99
Inscriptionarea cu vopsea a stalpilor 23.10 23.10
din beton LEA 20KV 0.00 0.00
0.10 0.10
0.001 0 Total= 27.19
Total manopera la UM: 2.10 ore.
003 W1MH28A# BUC. 1.000 1.21 1.21
Tractarea la borne a stalpilor din 7.48 7.48
beton, de la subdepozit la locul de 12.21 12.21
montaj (borna) pe distanta de 500m cu 0.70 0.70
tractor, teren normal Total= 21.60
0.007 0
Total manopera la UM: 0.68 ore.
004 W1MH29A# BUC. 1.000 0.00 0.00
Incarcarea stalpilor din beton sau metal 3.74 3.74
in autosa si descarcarea la lucrare cu 25.50 25.50
ajutorul automacaralei pe pneuri 0.00 0.00
0.000 0 Total= 29.24
Total manopera la UM: 0.34 ore.
005 W1MH31A# BUC. 1.000 0.00 0.00
Insotire transport cu stalpi sau tamburi 0.00 0.00
de catre automacara pe pneuri de la 78.00 78.00
depozit la lucrare si retur Pe distanta 0.00 0.00
pana la 20km Total= 78.00
0.000 0
006 W1MI06A# BUC. 1.000 0.00 0.00
Coronament metalic zincat de intindere 21.78 21.78
pentru LEA 20KV montat pe stalp din 0.00 0.00
beton neplantat, simplu circuit 0.00 0.00
Coronament orizontal Total= 21.78
0.000 0
Total manopera la UM: 1.98 ore.
006 6305423 BUC. 1.000 770.00 770.00
Consola metalica zincata de intindere 0.00 0.00
CIT-140 pe stalp TC 15014-120 0.00 0.00
10.20 10.20
0.102 0 Total= 780.20
024219 pag 56
=================================================================
007 W1MJ02G# BUC. 4.000 0.00 0.00
Legatura de sustinere sau intindere 13.31 53.24
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 53.24
extrema, izolatori ITFs 45/4, 45/5, 60/6
siRS24-02
0.000 0
Total manopera la UM: 1.21 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
007 5205413 BUC. 4.000 2.67 10.68
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.40
0.001 0 Total= 11.08
007 5204431 BUC. 4.000 13.60 54.40
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.40
0.001 0 Total= 54.80
007 2016248 BUC. 4.000 269.00 1076.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.80
0.002 0 Total= 1076.80
008 W1MJ02H# BUC. 2.000 0.00 0.00
Legatura de sustinere sau intindere 14.63 29.26
pentru LEA 20KV cu izolatoare tip tija 0.00 0.00
ITFs 45/4, ITFs 45/5, ITFs 60/6, RS24-02 0.00 0.00
si ITS 66/7 Intindere simpla faza Total= 29.26
mijloc, izolatori ITFs 45/4, 45/5, 60/6
si RS24-02
0.000 0
Total manopera la UM: 1.33 ore.
** SPORURI ** MAT.: -100.0% MAN.: 0.0% UTI.: 0.0%
008 5205413 BUC. 2.000 2.67 5.34
Clema cu crestaturi OL-AL 50mmp 0.00 0.00
0.00 0.00
0.10 0.20
0.001 0 Total= 5.54
008 5204431 BUC. 2.000 13.60 27.20
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.20
0.001 0 Total= 27.40
008 2016248 BUC. 2.000 269.00 538.00
LANT DUBLU DE INT.LDI-S ITS 70, CU IZ. 0.00 0.00
SILICONICE 0.00 0.00
0.20 0.40
0.002 0 Total= 538.40
009 W1ML02B# BUC. 1.000 1.76 1.76
Separator tripolar de exterior tip ... 131.45 131.45
20KV (STE, STEP, STEPNO, ROT-AUN) montat 0.00 0.00
Pe stalp plantat 0.20 0.20
0.002 0 Total= 133.41
Total manopera la UM: 11.95 ore.
010 W1ML05B# BUC. 2.000 0.72 1.44
Dispozitiv pentru actionarea separatorul 88.00 176.00
ui de exterior de 20KV montat Pe stalp 0.00 0.00
de beton 0.00 0.00
0.000 0 Total= 177.44
Total manopera la UM: 8.00 ore.
010 6305860 SET 2.000 25.00 50.00
Bratara de fixare dispozitiv de 0.00 0.00
actionare pe stalp de beton SC 15014-120 0.00 0.00
0.00 0.00
0.000 0 Total= 50.00
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010 6305835 SET 2.000 250.00 500.00
Tija actionare pe stalp de beton SC 0.00 0.00
15014-120 0.00 0.00
0.30 0.60
0.003 0 Total= 500.60
010 6305880 SET 2.000 25.00 50.00
Bratara de ghidare-fixare pe stalp de 0.00 0.00
beton SC 15014-120 0.00 0.00
0.10 0.20
0.001 0 Total= 50.20
011 W1MI22B# BUC. 1.000 0.00 0.00
Stelaj metalic zincat pentru montarea 20.46 20.46
separatorului, montat pe stalp de beton 0.00 0.00
neplantat 0.00 0.00
0.000 0 Total= 20.46
Total manopera la UM: 1.86 ore.
011 6305589 BUC. 1.000 390.00 390.00
Stelaj zincat de fixare separator 0.00 0.00
orizontal STEPNO pe stalp din beton TC 0.00 0.00
15014 4.10 4.10
0.041 0 Total= 394.10
012 W1MJ07C# BUC. 1.000 505.86 505.86
Legarea aparatajului PTA la retea 67.65 67.65
Racordarea separatorului STE, STEPNO, 0.00 0.00
ROT-AUN 0.40 0.40
0.004 0 Total= 573.91
Total manopera la UM: 6.15 ore.
012 5203763 BUC. 12.000 3.91 46.92
Papuc aluminiu PTA m 50 0.00 0.00
0.00 0.00
0.00 0.00
0.000 0 Total= 46.92
012 5204431 BUC. 6.000 13.60 81.60
CLEMA LEG.EL.FONTA.PLACI CONT.AL.LEPC-3- 0.00 0.00
2,50 - 70MMP 0.00 0.00
0.10 0.60
0.001 0 Total= 82.20
Cheltuieli directe din articole:
GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.511 6165.18 638.55 462.21 251.10 7517.04
Din care:
Valoare aferenta utilaje termice = 0.00
Valoare aferenta utilaje electrice = 462.21
Detaliere transporturi:
-Transport auto 2.511x 100.00= 251.10
Alte cheltuieli directe:
-CAS:
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.20800 = 132.82
-SOMAJ:
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.00500 = 3.19
-Concedii 0,85%
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.00850 = 5.43
-SANATATE 5.2%
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.05200 = 33.20
-Fond de Risc
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.00260 = 1.66
-FOND DE Gar.
( 638.55 + 462.21 * 0.000 +
251.10 * 0.000) * 0.00250 = 1.60
Total cheltuieli directe:
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GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL
2.511 6165.18 816.45 462.21 251.10 7694.94
Cheltuieli indirecte:
7694.94 * 0.1000 = 769.49
Profit:
8464.43 * 0.0500 = 423.22
TOTAL GENERAL DEVIZ: 8 887.66
TVA 8887.66 * 19.0% = 1 688.65
TOTAL cu TVA 10 576.31
PROIECTANT CONTRACTANT (OFERTANT)
DEVIZIER
SISTEM INFORMATIC PROIECTAT DE FIRMA I N F S E R V (Tel:2109807)