Post on 26-Sep-2015
ANTEMSURATOARE
Obiectul: OB01-CONDUCT REFULARE
Categoria de lucrari: 0101-TERASAMENTE
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01. TSC18B1SAPATURA MECANICA CU BULDOZER PE TRACTOR PE SENILE DE 65-80 CP,INCLUSIV IMPINGEREA PAMANTULUI PANA LA 10 M,IN:...TEREN CATG. 2
18,80m x 0,30m x 2,20m = 12,408mc
Cantitate = 0,15 100 mc
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02. TSA02B1
SP. MAN. N SPAII LIMIT. SUB 1M CU TALUZ VERT. NESPR. N PM. NECOEZ. I SL. COEZ. ADNC. < 0,75M T. MIJLOC.
18,80m x 2,30m x 2,20m = 95,128mc20% x 95,128mc = 19,025 mc
Cantitate = 19,10 mc
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03. TSC04C1
SP. MEC. CU EXC. DE 0,71-1,25 MC N PM. CU UMIDITATE NATURAL DESC. DEP. TER. CAT. 3
18,80m x 2,30m x 2,20m =95,128 mc Se scade volunul de spatur manual:
95,128mc 19,025 mc = 76,103 mc
Cantitate = 0,80 100 mc
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04. TSF02C1
SPRIJ. MAL. CU DULAPI FAG. AEZ. ORIZ. LAT. NTRE MAL. 1,51-2,5M LA ADNC. 2,01-4M; 0,0-0,2M NTRE DULAPI
2 x 18,80m x 2,60m = 97,76 mp
Cantitate = 100,00 mp
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05. TSE02A1 FINISAREA MANUALA A TERENURILOR SI PLATFORMELOR,CU DENIVELARI DE 10-20 CM,IN:...TEREN USOR 18,80m x 2,20m = 41,360 mp
Cantitate = 0,45 100 mp -------------------------------------------------------------------------------------------
06. TSD01C1
MPRASTIEREA CU LOPATA A PMINT. AFNAT, STRAT UNIFORM 10-30CM. GROS CU SFRIM. BULG. TEREN TARE
Volum sptur
= 95,128 mc Se scade volum conduct:18,80m x 3,14 x 1,0m x1,0m /4 = 14,76 mc
strat de nisip:18.80m x 0.20m x 2.20m = 8,28 mc
------------------------------------------------------------------------------------------- Total = 72,10 mc x 1,20 = 86,52mc
Cantitate = 87,00 mc
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07. TSD04A1
COMPACTAREA CU MAI. DE MNA A UMPLUT. EXECUT. PE STRAT. CU UDAREA FIEC. STRAT DE 10CM GROS. T. NECOEZIV
cf. art. TSD01C1 = 72,10 mc
Cantitate = 73,00 mc -------------------------------------------------------------------------------------------
08. TSC35B31
NCARC. AUTO CU NCARC. PE PNEURI CUP 2,6-3,9 MC TEREN CATEG 2 LA DIST. 11-20 M
cf. art. TSD01C1 = 14,76 mc + 8,28 mc = 23,04 mc
23,04 mc x 1,20 = 27,65 mc
Cantitate = 0,30 100 mc
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09. TRA01A10P
TRANSPORTUL RUTIER AL PMINTULUI SAU MOLOZULUI CU AUTOBASCULANTA DIST. = 10 KM
cf art. TSC35B31 = 27,65mc x 1,80t/mc = 49,77 to
Cantitate = 50,00 to
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ANTEMSURATOARE
Obiectul: OB01 - CONDUCT REFULARE
Categoria de lucrari: 0102 - CORP CONDUCT, L=18,80M, DN 1000 MM
01. ACB08P1
MONT. EAV OL PT. COND. MB. PRIN SUD. EL. DN 1000
L:11702 -0223:3316060 - EAV PT CONDUCTE S 1000 X 9,52/OL 44 2 S6898/2
Cantitate = 18,80 m
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02. TFA07K1
COT DIN OEL CU 5 SEG. CONF. SANT. DN 1000
L:11501 -0633:3316060 -EAV PT CONDUCTE S 1000 X 9,52/OL 44 2 S6898/2
Cantitate = 1,00buc
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03. ACB13U1
NCHIDERE CAPETE CONDUCT OEL PT. PROBA PRESIUNE AVND DN 1000
Cantitate = 2,00buc
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04. ACE07T1
SPLAREA I DEZINFECTAREA CONDUCTELOR DE ALIMENTARE CU AP AVND DN 1000
Cantitate = 0,1880 100 m
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05. TRA01A15
TRANSPORTUL RUTIER AL MATERIALELOR, SEMIFABRICATELOR CU AUTOBASCULANTA PE DIST. = 15 KM.
Conducta: 18,80m x 277,00kg/m = 5207,60kg
Cantitate = 5,50 TO -------------------------------------------------------------------------------------------
06. ACE09C1
MONTAREA ARMTURILOR CU ACIONARE MANUAL SAU MECANIC (ROB. VANE VENTILE CLAP. COMPENS. ETC. ) DN: 80
L:11712 M :4625793 -DISPOZ. AERISIRE-DEZAERISIRE TIP DAD3 DN. 80 DS-10523.00
Cantitate = 1,00buc
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07. ACB10B1
FLAN DIN OEL ROTUND MONTAT PRIN SUDURA ELECTR. AVND DN=80
L:11705 -0002:4400947 -FLANSA PLATA PN 6 80- 89 OL37-2 ET PU S 8012
Cantitate = 2,00buc
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MBINARE CU FLANE PIESE LEG. FLANE ARMATURI I CONTOARE CU DN 80 MM I PN 2,5;6 AT.
L:11713 -0003:6607575 -GARN ETAN PLAN PN6/2,5 D = 80 M 100-500 G2X4 S1733
L:11715 -0008:5801760 -URUB CAP HEXAGONAL PRECIS M 16 X 60 GR. 5.8 S4272
L:11716 -0006:5843146 -PIULI HEXAG. SPREC S4071 OL37 M 16
Cantitate = 2,00buc
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MONTAREA ARMATURILOR CU ACIONARE MANUAL SAU MECANIC (ROB. VANE VENTILE CLAP. COMPENS.ETC.) DN: 80
L:11712 -0065:4504262 -ROB. SERT. PANA AF PU FC PN=10 D= 80 225 N 5313
Cantitate = 1,00buc
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MBINARE PRIN SUDUR ELECTR. PIESE LEGAT. EXECUTAT LA POZIIE AVND DN 1000
Tronsoane de conducta
Cantitate = 2,00buc
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MONT. EAVA OL PT. COND. MB. PRIN SUD. EL. DN 100
L:11702 -0069:3110325 -EAVA CONST F S LC 114 X 8 /OLT 35 S 404/2
Cantitate = 10,00 m -------------------------------------------------------------------------------------------
012. IZA04A1
PREGATIREA SUPRAF. DE BETON SAU METAL PRIN CURIRE 18,80m x 2 x 3,14 x 1,00m/2 = 59,03mp
Cantitate = 59,00 mp
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IZOL.ANTICOR.EXEC.MAN.PE TRASEU EVI OEL,CU PROT.
18,80m x 2 x 3,14 x 1,00m/2 = 59,03mp
Cantitate = 59,00 mp --------------------------------------------------------------------------------------------
014. XA01
DIFERENE CHELTUIELI DE TRANSPORT
2,60lei/km x 2 x 250 km = 1300,00 lei
Cantitate = 1300,00 lei
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UMPLUTURA N ANT. LA COND. DE ALIM. CU AP I CANALIZARE CU NISIP
18,80m x 2,20m x 0,20m = 8,27 mc
Cantitate = 8,00 mc
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016. TRA01A20
TRANSPORTUL RUTIER AL MATERIALELOR, SEMIFABRICATELOR 8,27mc x 1,025 x 1,80t/mc = 15,26 to
Cantitate = 15,50 to
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