Proiectant : FIRMA 1 Proiect nr. din data: . , faza: Beneficiar : FIRMA 2 | Constructor : . | Subunitate : | ----------------------------------------------------------------- Investitie :917 CONSTRUIRE HALA SC ..... Obiect :917.01 LUCRARI DE CONSTRUCTII Stadiu fizic :917011 TERASAMENTE ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 917011 PAG.: 1 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= A. CHELTUIELI DIRECTE ARTICOLE 1 TSH01A1 100 ..........3,960 DEGAJAREA TERENULUI DE CORPURI STRAIN +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 22*18/100 .................................... 3,960 | |Total: ........................................ 3,960 <<| +------------------------------------------------================+ 2 TSC18A1 100 ..........1,390 [ Asim.] SAPAT.CU BULDOZ.PE TRACTOR 65-80CP INCL.IMPI NS PAM.LA 10M TER.CAT.1 +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 22*18*0.35*0.01 .............................. 1,386 | |Total: ........................................ 1,386 <<| +------------------------------------------------================+ 3 TRA01A30P T...........250,200 TRANSPORTUL RUTIER AL PAMINTULUI SAU MOLOZULUI CU AUT OBASCULANTA DIST.=30 KM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 139*1.8 ...................................... 250,200 | |Total: ........................................ 250,200 <<| +------------------------------------------------================+ 4 TSA02D1 MC..........164,090 SAP.MAN.IN SPATII LIMIT.SUB 1M CU TALUZ VERT.NESPR.IN PAM.NECOEZ.SI SL.COEZ.ADINC.<0,75M T.F.TARE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 15*2.15*1.8*1.8 .............................. 104,490 | |2 3.5*0.5*0.8*22 ............................... 30,800 | |3 18*4*0.5*0.8 ................................. 28,800 | |Total: ........................................ 164,090 <<| +------------------------------------------------================+ 5 CG32D4 MC...........52,800 UMPLUTURI IN STRATURI EXECUTATE CU BALAST SI NISIP CO MPACT.MANUAL IN INCAP.IZOL.SUPR.<10MP

917011 TERASAMENTE PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 352*0.15 ..................................... 52,800 | |Total: ........................................ 52,800 <<| +------------------------------------------------================+ 6 TRB01C15 T...........379,680 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 50M +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 164*1.8 ...................................... 295,200 | |2 52.8*1.6 ..................................... 84,480 | |Total: ........................................ 379,680 <<| +------------------------------------------------================+ 7 TSD06A1 100 ..........0,850 COMPACTARE CU PLACA VIBRAT.DE 0,7T UMPLUTURA PAMINT N ECOEZIN IN STRAT DE 20-30CM 8 TRA01A30 T...........379,680 TRANSPORTUL RUTIER AL BALASTULUI CU AUTOBASCULANTA PE DIST.= 30 KM. +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 379.68 ....................................... 379,680 | |Total: ........................................ 379,680 <<| +------------------------------------------------================+ ================================================================= Proiectant Constructor Beneficiar FIRMA 1 FIRMA 2 . ...

Proiectant : FIRMA 1 Proiect nr. din data: . , faza: Beneficiar : FIRMA 2 | Constructor : . | Subunitate : | ----------------------------------------------------------------- Investitie :917 CONSTRUIRE HALA SC ..... Obiect :917.01 LUCRARI DE CONSTRUCTII Stadiu fizic :917012 INFRASTRUCTURA ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 917012 PAG.: 1 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= A. CHELTUIELI DIRECTE ARTICOLE 1 CA01A1 MC...........21,870 TURNARE BETON SIMPLU IN FUNDATII(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM <3MC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 15*1.8*1.8*0.45 .............................. 21,870 | |Total: ........................................ 21,870 <<| +------------------------------------------------================+ 2 CZ0104A1 MC...........21,870 PREPARARE BETON C4/5 CU BALAST,GRANULATIA<31MM CU CIM ENT F25,IN INSTALATII CENTRALIZATE 3 CA02G1 MC...........42,730 TURNARE BETON ARMAT LA CONSTRUCTII CU H<35M,IN PERETI SI DIAFRAGME CU GROS <30CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 15*1.8*1.8*0.40 .............................. 19,440 | |2 15*0.45*0.45*0.65 ............................ 1,974 | |3 3.5*0.70*0.30*16 ............................. 11,760 | |4 4*0.7*0.3*8 .................................. 6,720 | |5 3*4.5*0.7*0.3 ................................ 2,835 | |Total: ........................................ 42,729 <<| +------------------------------------------------================+ 4 CZ0107E1 MC...........42,730 PREPARARE BETON B250 AGREG.GRELE <31MM,CIMENT PA35PT. ELEM.PREFABR.PRETURNATE IN INST.CENTRALIZATE 5 CB02A1 MP..........389,640 COFRAJE PT.BETON IN ELEVATIE DIN PANOURI REFOL.DIN SC INDURI LA ZIDURI DREPTE INCL.SPRIJINIRILE.0-3M. +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (65.6+31.6)*2*1.60 ........................... 311,040 | |2 6*0.5*4*2.60 ................................. 31,200 | |3 31.6*0.5*3 ................................... 47,400 | |Total: ........................................ 389,640 <<| +------------------------------------------------================+

917012 INFRASTRUCTURA PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 6 CB01A1 MP..........262,250 COFRAJE IN CUZINETI FUND PAHAR,FUND UTILAJE,DIN PAN R EF,DIN SCINDURI RAS SC SI SUBSC INCL SPIJINIRI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 15*4*1.8*0.95 ................................ 102,600 | |2 15*4*0.45*0.65 ............................... 17,550 | |3 3.5*16*2*0.7 ................................. 78,400 | |4 4*8*2*0.7 .................................... 44,800 | |5 3*4.5*2*0.7 .................................. 18,900 | |Total: ........................................ 262,250 <<| +------------------------------------------------================+ 7 CZ0301A1 KG.........1495,550 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.CENT.OB 37 D=6-8MM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 42.73*35 ..................................... 1495,550 | |Total: ........................................ 1495,550 <<| +------------------------------------------------================+ 8 CC01A1 KG.........1495,550 MONTARE ARMATURI DIN OTEL BETON D<18MM IN FUNDATIIIZO LATE CU DISTANTIERI DIN MASE PLASTICE 9 CC02G1 KG..........850,080 MONTARE ARMATURI LA CONSTRUCTII H<35M DIN PLASE CUG=3 -6KG/MP IN PERETI DIAFRAGME CU DIST DIN PLASTI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 352*2.1*1.15 ................................. 850,080 | |Total: ........................................ 850,080 <<| +------------------------------------------------================+ 9 2000860 10175-0002 KG..........850,000 PLASE SUDATE TIP 106 GQ 126(29,4 KG/BUC) OL 37-1 N 10 CG18A1 MP..........148,250 PARDOSELI DIN BETON B150,DE 15CM GROSIME,IN CIMP CONT INUU FARA SCLIVISEALA +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 16*8 ......................................... 128,000 | |2 4.5*4.5 ...................................... 20,250 | |Total: ........................................ 148,250 <<| +------------------------------------------------================+ 10 CZ0105A1 MC...........22,240 PREPARARE BETON B150,CU AGREGATE GRELE,GRANULATIA<16M M,CIMENT M30 IN INST.CENTRALIZATE

917012 INFRASTRUCTURA PAG.: 3 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 148.25*0.15 .................................. 22,237 | |Total: ........................................ 22,237 <<| +------------------------------------------------================+ 11 DC04B2 M...........217,000 TAIEREA CU MAS.CU DISC DIAMANT ROST CONTRACTIE SI DIL ATATIE BETON PARDOSELI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 7*16 ......................................... 112,000 | |2 4*20 ......................................... 80,000 | |3 10*1 ......................................... 10,000 | |4 5*3 .......................................... 15,000 | |Total: ........................................ 217,000 <<| +------------------------------------------------================+ 12 IZF18C1 MP..........148,250 STRAT EGALIZ CU MORTAR CIMENT M100-T PE SUPRAF ORIZON T SAU INCLIN PINA LA 40% GROS 3 CMM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 148.25 ....................................... 148,250 | |Total: ........................................ 148,250 <<| +------------------------------------------------================+ 13 CZ0204A1 MC............4,450 PREPARARE MORTAR CIMENT PT ZID M100-Z CU CIMENT M30 I N INSTALATII CENTRALIZATE FARA ADAOS DE VAR +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 148.25*0.03 .................................. 4,447 | |Total: ........................................ 4,447 <<| +------------------------------------------------================+ 14 CA01N2 MP..........150,000 LISAREA BETONULUI LA PLATFORME INT. / EXT. CU MIJLOAC E MECANICE 15 DD07A2 M...........217,000 UMPLEREA CU BITUM A ROSTURILOR LA PLATFORME BETONATE 15 2600036 11203-0001 KG..........251,720 BITUM PT.MAT.+LUCR.HIDROIZOLATII TIP H 68/75 S70 64 16 TSD01D1 MC...........72,900 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT,STRAT UNIFORM 10-30CM.GROS CU SFARIM.BULG.TEREN F.TARE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (65.6+31.6)*0.5*1.5 .......................... 72,900 |

917012 INFRASTRUCTURA PAG.: 4 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= |Total: ........................................ 72,900 <<| +------------------------------------------------================+ 17 TSD05A1 100 ..........0,729 COMPACTARE CU MAI.MEC.DE 150-200KG A UMPL.IN STRAT.DE 20-30CM EXCLUSIV UDARE STRAT DIN PAM.NECOEZ. 18 TRB01C15 T...........220,800 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 50M +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 92*2.4 ....................................... 220,800 | |Total: ........................................ 220,800 <<| +------------------------------------------------================+ 19 TRA06A30 T...........220,000 TRANSPORTUL RUTIER AL BETONULUI-MORTARULUI CU AUTOBET ONIERA DE 5,5 MC DIST.=30 KM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 220 .......................................... 220,000 | |Total: ........................................ 220,000 <<| +------------------------------------------------================+ 20 TRA01A30 T.............8,500 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 30 KM. ================================================================= Proiectant Constructor Beneficiar FIRMA 1 FIRMA 2 . ...

Proiectant : FIRMA 1 Proiect nr. din data: . , faza: Beneficiar : FIRMA 2 | Constructor : . | Subunitate : | ----------------------------------------------------------------- Investitie :917 CONSTRUIRE HALA SC ..... Obiect :917.01 LUCRARI DE CONSTRUCTII Stadiu fizic :917013 SUPRASTRUCTURA ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 917013 PAG.: 1 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= A. CHELTUIELI DIRECTE ARTICOLE 1 CA02I1 MC...........83,190 TURNARE BETON ARMAT LA CONSTRUCTII CU H<35M,IN PLANSE E(GRINZI,STILPI,PLACI)CU GROS.PLACII<10CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*148*0.15 ................................... 44,400 | |2 15*0.45*0.45*9 ............................... 27,337 | |3 16*3*0.35*0.35 ............................... 5,880 | |4 4*0.35*0.35*8 ................................ 3,920 | |5 3*4.5*0.35*0.35 .............................. 1,653 | |Total: ........................................ 83,191 <<| +------------------------------------------------================+ 1 2100969 10173-0006 MC...........83,856 BETON DE CIMENT B250 STAS 3622 (BC20)(C16/20) 2 CB04B1 MP..........373,900 COFRAJE DIN PANOURI REFOLOSIBILE DIN SCINDURI LA CONS TRUCTII CU H<20M LA STILPI SI CADRE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 15*9*4*0.45 .................................. 243,000 | |2 2*3*16*2*0.35 ................................ 67,200 | |3 2*2*4*0.35*8 ................................. 44,800 | |4 2*2*3*0.35*4.5 ............................... 18,900 | |Total: ........................................ 373,900 <<| +------------------------------------------------================+ 3 CB04A1 MP..........297,000 COFRAJE DIN PANOURI REFOLOSIBILE DIN SCINDURI LA CONS TRUCTII CU H<20M LA PLACI SI GRINZI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*148.5 ...................................... 297,000 | |Total: ........................................ 297,000 <<| +------------------------------------------------================+ 4 CB44A1 BUC.........450,000 SUST CU POPI EXTENS PE3100R PT MONT PLACI,PREDALE TUR N PLANSEE MONOL CU GR SAU GR MONOL PL PREF

917013 SUPRASTRUCTURA PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 5 CB45A1 BUC.........150,000 SUSTINERI DIN GRINZI METALICE EXTENSIBILE LA CTII CU H<20M GRINZILE REZEMIND PE PERETI 6 CB47A1 MP..........350,000 MONTAREA SI DEMONTARE SCHELEI MET TUBULARE PT LUCRARI PE SUPRAFETE VERTICALE H<30,0M 7 CC02C1 KG.........3780,000 MONTARE ARMAT LA CONSTR H<35M DIN BARE IN GRINZI SI STILPI D<18MM PLACI D<10MM CU DIST DIN PLASTIC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 84*45 ........................................ 3780,000 | |Total: ........................................ 3780,000 <<| +------------------------------------------------================+ 8 CZ0302B1 KG.........3780,000 CONFECT ARMAT PT PERETI GRINZI STILPI DIAFRGME LA CON ST OBIS IN ATEL CENTRALIZ OB 37 D=10-16MM 9 TRB01C15 T............35,000 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 50M 10 TRA06A30 T...........201,600 TRANSPORTUL RUTIER AL BETONULUI-MORTARULUI CU AUTOBET ONIERA DE 5,5 MC DIST.=30 KM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 84*2.4 ....................................... 201,600 | |Total: ........................................ 201,600 <<| +------------------------------------------------================+ 11 1103 ORA..........32,000 MACARA PE PNEURI CU BRAT CU ZABR PINA LA 9,9 TF 1 SCH +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 8*4 .......................................... 32,000 | |Total: ........................................ 32,000 <<| +------------------------------------------------================+ ================================================================= Proiectant Constructor Beneficiar FIRMA 1 FIRMA 2 . ...

Proiectant : FIRMA 1 Proiect nr. din data: . , faza: Beneficiar : FIRMA 2 | Constructor : . | Subunitate : | ----------------------------------------------------------------- Investitie :917 CONSTRUIRE HALA SC ..... Obiect :917.01 LUCRARI DE CONSTRUCTII Stadiu fizic :917014 ARHITECTURA ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 917014 PAG.: 1 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= A. CHELTUIELI DIRECTE ARTICOLE 1 CD06A1 MC...........45,000 ZIDARIE DIN BLOCURI DE BETON CU AGREGATE USOARE 290X2 40X188MM LA CONSTR.H<35M, BETON MARCA 50 1 2101171 10174-0006 MC............4,500 MORTAR DE ZIDARIE M 50 S 1030 2 CD07D1 MC...........35,280 ZIDARIE DIN BLOCURI BCA LA CONSTR.H<35M, 24CM GROSI ME, CU BLOCURI GBC 50/700 PALETIZATE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*(16.5+8)*3*0.24 ............................ 35,280 | |Total: ........................................ 35,280 <<| +------------------------------------------------================+ 2 2101171 10174-0006 MC............3,650 MORTAR DE ZIDARIE M 50 S 1030 3 CF01A1 MP..........536,000 TENCUIELI DRISCUITE,LA STILPI,PERETI EXECUTATE MANUAL PE ZIDARIE,DE 2CM GROSIME +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*(16.5+8+4.5+4.5)*8 ......................... 536,000 | |Total: ........................................ 536,000 <<| +------------------------------------------------================+ 3 2101353 10174-0018 MC............9,450 MORTAR M25 PENTRU TENCUIELI (VAR+CIMENT) 4 CK11N1 MP...........36,720 TAMPLARIE DIN ALUMINIU SAU PVC CU GEAM TERMOPAN LA CO NSTRUCTII (USI SI FERESTRE) +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 17*1.20*1.80 ................................. 36,720 | |Total: ........................................ 36,720 <<| +------------------------------------------------================+

917014 ARHITECTURA PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 4 6314300 10112-0030 MP...........36,720 TIMPLARIE METALICA DIN ALUMINIU CU GEAM TERMOPAN 7 CI06A2 MP...........42,000 PLACAJ FAIANTA CU PLACI ALBE CAL 1 FIXATE CU ADEZIV S I CHIT DE ROSTURI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (2+2+3+2+3+2)*2*1.50 ......................... 42,000 | |Total: ........................................ 42,000 <<| +------------------------------------------------================+ 7 2400242 10141-0041 MP...........44,100 FAIANTA MAPISA 25.5X35.5 CM. LIBRA-A 8 CG11A2 MP...........50,000 PARDOSELI DIN PLACI DE GRESIE PORTELANATA ANTIDERAPAN TA DE TRAFIC INTENS FIXATA CU CHIT ADEZIV 8 2422692 10139-0188 MP...........51,500 PLACI GRESIE ANTIDERAPANTA TRAFIC INTENS 9 CN01A2 MP..........903,000 STRAT AMORSA PENTRU VAR LAVABIL LA INTERIOR +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*(16.5+8+4.5+4.5)*9 ......................... 603,000 | |2 2*150 ........................................ 300,000 | |Total: ........................................ 903,000 <<| +------------------------------------------------================+ 10 CN04A1 MP..........903,000 VOPSITORII LA INTERIOR SI EXTERIOR EXECUT MANUAL CU VINAROM PE TENCUIELI DRISCUITE 10 6104353 10161-0001 KG..........361,200 VOPSEA VINAROM ALBA V.108-210 STAS 7359- 80 11 TRB05A19 T............50,600 TRANSPORTUL MATERIALELOR PRIN PURTAT DIRECT.MATERIALE COMODE SUB 25 KG DISTANTA 90M +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 23*2.2 ....................................... 50,600 | |Total: ........................................ 50,600 <<| +------------------------------------------------================+ 13 TRA01A30 T............50,600 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 30 KM.

917014 ARHITECTURA PAG.: 3 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 14 CB47A1 MP..........450,000 MONTAREA SI DEMONTARE SCHELEI MET TUBULARE PT LUCRARI PE SUPRAFETE VERTICALE H<30,0M ================================================================= Proiectant Constructor Beneficiar FIRMA 1 FIRMA 2 . ...