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A N T E M A S U R A T O A R E Deviz OBL008 REALIZARE FUNDATII ================================================================ Nr. Simbol articol UM CANTITATEA crt. ================================================================ 001 TSH01A1 100 MP. 13.840 DEGAJAREA TERENULUI DE CORPURI STRAINE 002 TSC02B1 100 MC. 7.665 SAPATURA CU EXCAVAT.PE PNEURI 0,21-0,39 MC PAMINT UMIDIT.NATUR DESC.DEP.TER.CAT. 2 conform plansa sapatura; 70 % sapatura mecanizata: 1095 x 0. 7 = 766.50 mc 003 TSA05B1 M.C. 328.500 SAP.MAN.IN SPATII LIMIT.PESTE 1M CU TALUZ INCL.IN PAM.CU UMID.NAT.ADINC.0,0- 2M,T.MIJLOCIU conform plansa sapatura; 30 % sapatura mecanizata: 1095 x 0. 3 = 328.50 mc 004 RPCXC01A MP. 974.650 CONFECTIONAT SI MONTAT COFRAJE OBISNUITE DIN CHERESTEA RASINOASE 0.4*(4.7*8+5.3*8+2.9*8+3.05*2+1.4*6+2.35*4+6.1*6+25.35*2+20.8*2+6.15*2+4.75*7+2.65*16 +6.15*2+4.85*9+4.05*2+2.55*2)+ 4*3.85*8.8+2*5.65*8.8+0.15*6*8.8+2*(4.75+2.67+3.3)*8.8+2*(5.65+1.3+8.88+1.3+9.75+1.22 +6.2+6.65+1.68+2.78+2.23+1.15+7.1+1.15+1.32+5.65+8.1)*2.62 = 974.65 mp 005 CZ0301J1 KG 4919.000 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.SANT.PC 52 D=6-8 MM conform extras armatura 006 CZ0301E1 KG 10752.000 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC 52 D=10- 16 MM conform extras armatura 007 CZ0301F1 KG 6745.000 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC 52 D> 16MM conform extras armatura 008 CC01C1 KG 4079.000 MONTARE ARMATURI DIN OTEL BETON IN FUNDATII CONTI NUE,PLACI DE RADIERE,CU DIST DIN MASE PLASTICE conf. art. 5 + 6 + 7

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A N T E M A S U R A T O A R E

Deviz OBL008 REALIZARE FUNDATII

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

Nr. Simbol articol UM CANTITATEA

crt.

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

001 TSH01A1 100 MP. 13.840

DEGAJAREA TERENULUI DE CORPURI STRAINE

002 TSC02B1 100 MC. 7.665

SAPATURA CU EXCAVAT.PE PNEURI 0,21-0,39

MC PAMINT UMIDIT.NATUR DESC.DEP.TER.CAT.

2

conform plansa sapatura; 70 % sapatura mecanizata: 1095 x 0.

7 = 766.50 mc

003 TSA05B1 M.C. 328.500

SAP.MAN.IN SPATII LIMIT.PESTE 1M CU

TALUZ INCL.IN PAM.CU UMID.NAT.ADINC.0,0-

2M,T.MIJLOCIU

conform plansa sapatura; 30 % sapatura mecanizata: 1095 x 0.

3 = 328.50 mc

004 RPCXC01A MP. 974.650

CONFECTIONAT SI MONTAT COFRAJE OBISNUITE

DIN CHERESTEA RASINOASE 0.4*(4.7*8+5.3*8+2.9*8+3.05*2+1.4*6+2.35*4+6.1*6+25.35*2+20.8*2+6.15*2+4.75*7+2.65*16+6.15*2+4.85*9+4.05*2+2.55*2)+ 4*3.85*8.8+2*5.65*8.8+0.15*6*8.8+2*(4.75+2.67+3.3)*8.8+2*(5.65+1.3+8.88+1.3+9.75+1.22+6.2+6.65+1.68+2.78+2.23+1.15+7.1+1.15+1.32+5.65+8.1)*2.62 = 974.65 mp

005 CZ0301J1 KG 4919.000

CONFECT.ARMAT.FASONARE BARE PT.FUNDATII

IZOL.CONTINUI SI RADIERE IN ATEL.SANT.PC

52 D=6-8 MM

conform extras armatura

006 CZ0301E1 KG 10752.000

CONFECT.ARMAT.FASONARE BARE PT.FUNDATII

IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC

52 D=10- 16 MM

conform extras armatura

007 CZ0301F1 KG 6745.000

CONFECT.ARMAT.FASONARE BARE PT.FUNDATII

IZOL.CONTINUI SI RADIERE IN ATEL.CENT.PC

52 D> 16MM

conform extras armatura

008 CC01C1 KG 4079.000

MONTARE ARMATURI DIN OTEL BETON IN

FUNDATII CONTI NUE,PLACI DE RADIERE,CU

DIST DIN MASE PLASTICE

conf. art. 5 + 6 + 7

009 CA01D1 M.C. 12.000

TURNARE BETON SIMPLU IN STRATURI DE 3-

20CM GROSIMELA CONSTRUCTII CU H