Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0001 45230000 CANAL DE SCURGERE Lista cu cantitatile de lucrari Deviz oferta CSAE01 CANAL DE SCURGERE NEPROTEJAT Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSC04F1 100 MC. 0.262 0.00 0.00 SAP.MEC.CU EXC.DE 0,71-1,25MC IN PAM.CU 0.00 0.00 UMIDITATE NATURAL DESC.AUT.TER.CAT.2 143.74 37.66 0.00 0.00 37.66 ---------------------------------------------------------------------------------------------------- Reteta normei: TSC04F1 P.U. Consum U.M. 8993502 EXCAVATOR PE SENILE CU O CUPA CU MOTOR TERMIC 0,71-1,25M 110.57 1.29999 ORA ---------------------------------------------------------------------------------------------------- 002 TSA20B1 M.C. 4.770 0.00 0.00 SAP.MAN.IN DEBLEE SAPATE CU EXCAV.SAU 20.60 98.26 SCREPER,PTR.COMPLET.SAPATURI LINGA 0.00 0.00 TALUZURI,T.MIJLOCIU * 0.00 0.00 98.26 ---------------------------------------------------------------------------------------------------- Reteta normei: TSA20B1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 2.06000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 2.06 ore. 003 TSC35A31 100 MC. 0.048 0.00 0.00 INCARC. AUTO CU INCARC. PE PNEURI CUPA 0.00 0.00 2,6-3,9 MC TEREN CATEG 1 LA DIST. 11-20 201.60 9.68 M 0.00 0.00 9.68 ---------------------------------------------------------------------------------------------------- Reteta normei: TSC35A31 P.U. Consum U.M. 8997406 INCARC.FRONTAL PE PN-URI PINA LA 2,6-3,9 140.00 1.44000 ORA ---------------------------------------------------------------------------------------------------- 004 TSD03C1 100 MC. 0.262 0.00 0.00 IMPRAST.PAM.AFINAT CU BULD.PE SENILE DE 0.00 0.00 81-180 CP IN STRAT.CU GROS.DE 21-30 CM 45.91 12.03 TER.CAT.1 SAU 2 0.00 0.00 12.03 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD03C1 P.U. Consum U.M. 8993554 BULDOZER PE SENILE 81-180CP 95.65 0.48000 ORA ---------------------------------------------------------------------------------------------------- CSAE01 pag 2 ====================================================================================================================== 005 TRA01A02P TONA 55.809 0.00 0.00 TRANSPORTUL RUTIER AL PAMINTULUI SAU 0.00 0.00 MOLOZULUI CU AUTOBASCULANTA DIST.= 2 KM 0.00 0.00 0.55 30.69 30.69 006 TSD01B1 M.C. 4.770 0.00 0.00 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT, 3.06 14.60 STRAT UNIFORM 10-30CM.GROS CU SFARIM. 0.00 0.00 BULG.TEREN MIJL. 0.00 0.00 14.60 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD01B1 P.U. Consum U.M. 90196 SAPATOR CAT.2 10.00 0.30600 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.31 ore. 007 TSD08B1 100 MC. 0.009 0.00 0.00 COMPACT.CU UMPLUT.CU COMPACT.PE PNEURI. 30.20 0.27 AUTOPROP.DE 10,1-16T IN STRAT.DE 15-25CM 215.80 1.94 GROS IN PAM COEZ 0.00 0.00 2.21 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD08B1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 3.02000 ORA 8994008 COMPACTOR STATIC AUTOPROP.PE PNEURI10,1-16TF 65.00 3.32000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 3.02 ore. 008 TSE02B1 100 MP. 0.040 0.00 0.00 FINISAREA MANUALA A PLATFORMELOR,IN T. 39.30 1.57 MIJLOCIU 0.00 0.00 0.00 0.00 1.57 ---------------------------------------------------------------------------------------------------- Reteta normei: TSE02B1 P.U. Consum U.M. 90113 FINISOR TERASAMENTE CAT.2 10.00 3.93000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 3.93 ore. 009 TSE03B1 100 MP. 0.119 0.00 0.00 FINISAREA MANUALA A TALUZURILOR,IN T. 110.00 13.09 MIJLOCIU 0.00 0.00 0.00 0.00 13.09 ---------------------------------------------------------------------------------------------------- Reteta normei: TSE03B1 P.U. Consum U.M. 90113 FINISOR TERASAMENTE CAT.2 10.00 11.00000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 11.00 ore. 010 TSD06A1 100 MC. 0.039 0.00 0.00 COMPACTARE CU PLACA VIBRAT.DE 0,7T 44.00 1.72 UMPLUTURA PAMINT NECOEZIN IN STRAT DE 20 182.43 7.11 -30CM 0.00 0.00 8.83 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD06A1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 4.40000 ORA 8994019 PLACA VIBRATOARE CU MOTOR ARDERE INTERNA SUB 10CP 650-70 37.23 4.90000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 4.40 ore. CSAE01 pag 3 ====================================================================================================================== 011 IFH14A2-1 100 MP. 0.159 25.00 3.98 INSAMINT.IERBURI PERENE LA POTECI,PLATF. 22.00 3.50 DRUM,ZONE INTOARCERE PANTA 160 500.00 0.00400 M.C. 6311528 SCOABE OTEL PENTRU CONSTRUCTII DIN LEMN LAT,65-90MM,L.2~ 6.50 0.30000 KG 90125 MONTATOR PREFABRICATE BETON 10.00 1.25000 ORA 8996728 MACARA PE PNEURI PINA LA 9,9TF 112.97 0.61000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 1.25 ore. CIAE03 pag 27 ====================================================================================================================== 015 PI08A1 BUC. 0.280 0.00 0.00 ELEMENTE PREFABRICATE CONFECT.IN UZINA 0.00 0.00 DIN BETON ARMAT 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------------------------------- Reteta normei: PI08A1 P.U. Consum U.M. 0010301 ELEMENTE PT PODURI DIN BET.ARMAT 1.00700 ---------------------------------------------------------------------------------------------------- 016 6424328 BUC. 0.282 4629.83 1305.61 CASETA INCHISA TIP M DIMENSIUNI 2.00X2. 0.00 0.00 00X2.00M 0.00 0.00 0.00 0.00 1305.61 017 TRA06A20 TONA 0.298 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00 DIST. =20KM 11.04 3.29 3.29 018 CP26A1 [ 1] M.C. 0.018 0.00 0.00 PUNEREA IN OPERA A MORTARULUI PENTRU 68.40 1.23 LEGATURA SAU MONOLITIZARE INTRE ELEMENTE 0.00 0.00 PREFABRICATE 0.00 0.00 1.23 ---------------------------------------------------------------------------------------------------- Reteta normei: CP26A1 [ 1] P.U. Consum U.M. 90102 BETONIST 10.00 6.84000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 6.84 ore. 018 2101183 M.C. 0.018 232.25 4.18 MORTAR DE ZIDARIE M 100 S 1030 0.00 0.00 0.00 0.00 0.00 0.00 4.18 019 TRA06A20 TONA 0.116 0.00 0.00 TRANSPORTUL RUTIER AL BETONULUI- 0.00 0.00 MORTARULUI CU AUTOBETONIERA DE 5,5MC 0.00 0.00 DIST. =20KM 11.04 1.28 1.28 020 R11B MP. 8.960 3.30 29.57 AMORSARE CU EMULSIE CATIONICA CU RUPERE 0.16 1.43 RAPIDA CU 0.9 KG/MP 0.09 0.81 0.00 0.00 31.81 ---------------------------------------------------------------------------------------------------- Reteta normei: R11B P.U. Consum U.M. 2600323 EMULSIE DE BITUM CATIONICA CU RUPERE RAPIDA S8877 1.80 1.83195 KG 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.00036 M.C. 90101 ASFALTATOR 10.00 0.01593 ORA 8994047 AUTOGUDRONATOR 3500-3600L 65.00 0.00143 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.02 ore. 021 TRA01A01 TONA 0.016 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 1 KM. 0.28 0.00 0.00 CIAE03 pag 28 ====================================================================================================================== 022 TRA05A05 TONA 0.003 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 5 2.76 0.01 0.01 023 AUT6728 ORA 0.140 0.00 0.00 MACARA PE PNEURI PINA LA 9,9TF 0.00 0.00 112.97 15.82 0.00 0.00 15.82 024 TRA04A005 TONA 0.849 0.00 0.00 TRANSPORT RUTIER MATER.SEMIFABR. CU 0.00 0.00 AUTOREMORCHERE CU REMORCI TREILER SUB 0.00 0.00 20T PE DIST.0,5 KM * 0.36 0.31 0.31 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 1.787 1373.39 34.34 48.47 10.81 1467.01 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 48.47 Detaliere transporturi: -Articole TRA 10.81 Alte cheltuieli directe: -CAS: ( 34.34 + 48.47 * 0.000 + 10.81 * 0.000) * 0.20800 = 7.14 -SOMAJ: ( 34.34 + 48.47 * 0.000 + 10.81 * 0.000) * 0.00500 = 0.17 -COTA CONTRIBUTII CONCEDII SI INDEMNIZATII ( 34.34 + 48.47 * 0.000 + 10.81 * 0.000) * 0.01100 = 0.38 -FOND SANATATE ( 34.34 + 48.47 * 0.000 + 10.81 * 0.000) * 0.05200 = 1.79 -ACCIDENTE MUNCA ( 34.34 + 48.47 * 0.000 + 10.81 * 0.000) * 0.00279 = 0.10 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 1.787 1373.39 43.92 48.47 10.81 1476.59 Cheltuieli indirecte: 1476.59 * 0.0800 = 118.13 Profit: 1594.72 * 0.0300 = 47.84 TOTAL GENERAL DEVIZ: 1 642.56 TVA 1642.56 * 24.0% = 394.21 TOTAL cu TVA 2 036.77 CIAE03 pag 29 ====================================================================================================================== PROIECTANT CONTRACTANT (OFERTANT) SC SEARCH CORPORATION SRL BUCU ASOCIEREA MAX-BOEGL ROMANIA SR DEVIZIER SMPS01 pag 30 ====================================================================================================================== Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0006 45230000 SUPRAFETE DE MISCARE Lista cu cantitatile de lucrari Deviz oferta SMPS01 PERNA DIN MATERIAL LOCAL STABILIZAT CU 2.5% LIANTI HIDRAULIC h=25cm Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 TSC01A1 100 MP. 0.010 0.00 0.00 SCARIF.MEC.A TER.CU SCARIF.PE TRACTOR DE 0.00 0.00 81-180 CP PE ADINCIMEA DE 30CM TEREN CAT 7.65 0.08 3 0.00 0.00 0.08 ---------------------------------------------------------------------------------------------------- Reteta normei: TSC01A1 P.U. Consum U.M. 8993554 BULDOZER PE SENILE 81-180CP 95.65 0.08000 ORA ---------------------------------------------------------------------------------------------------- 002 TSC04F1 100 MC. 0.003 0.00 0.00 SAP.MEC.CU EXC.DE 0,71-1,25MC IN PAM.CU 0.00 0.00 UMIDITATE NATURAL DESC.AUT.TER.CAT.2 143.74 0.43 0.00 0.00 0.43 ---------------------------------------------------------------------------------------------------- Reteta normei: TSC04F1 P.U. Consum U.M. 8993502 EXCAVATOR PE SENILE CU O CUPA CU MOTOR TERMIC 0,71-1,25M 110.57 1.29999 ORA ---------------------------------------------------------------------------------------------------- 003 TRA01A02 TONA 0.450 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 2 KM. 0.55 0.25 0.25 004 TSD03C1 100 MC. 0.003 0.00 0.00 IMPRAST.PAM.AFINAT CU BULD.PE SENILE DE 0.00 0.00 81-180 CP IN STRAT.CU GROS.DE 21-30 CM 45.91 0.14 TER.CAT.1 SAU 2 0.00 0.00 0.14 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD03C1 P.U. Consum U.M. 8993554 BULDOZER PE SENILE 81-180CP 95.65 0.48000 ORA ---------------------------------------------------------------------------------------------------- SMPS01 pag 31 ====================================================================================================================== 005 TSD10A1 100 MC. 0.003 0.00 0.00 COMPACT.CU T.P.O.DE 15T CU TRACTOR PE 7.19 0.02 SENILE DE 81-150CP A UMPL.DIN PAM.COEZ. 258.08 0.77 EXCL.UDARE.PRIN 2 T 0.00 0.00 0.80 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD10A1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 0.71900 ORA 8994003 COMPACTOR STATIC TRACTAT(TAVALUG)EXCLUSIV TRACTOR 10,1- 65.00 0.84000 ORA 8995610 TRACTOR PE SENILE DE 150 CP 242.24 0.84000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.72 ore. 006 TSD14A1 M.C. 0.025 1.00 0.03 UDAREA CU AUTOCIST.DE 5-8T CU DISP.DE 0.00 0.00 STROP.STR. 6.50 0.16 0.00 0.00 0.19 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD14A1 P.U. Consum U.M. 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 1.00000 M.C. 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.10000 ORA ---------------------------------------------------------------------------------------------------- 007 TRA05A05 TONA 0.025 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 5 2.76 0.07 0.07 008 DA09A1 [16] MP. 1.000 5.47 5.47 TRATAREA PE LOC A PAM ARGILOS CU VAR 1.26 1.26 HIDRATAT IN PULBERE PT IMBUNAT 7.89 7.89 CARACTERISTICILOR ACESTUIA 0.00 0.00 14.62 ---------------------------------------------------------------------------------------------------- Reteta normei: DA09A1 [16] P.U. Consum U.M. 7422128 DOROSOL C30 400.00 0.01350 TONA 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.06750 M.C. 90128 PAVATOR CAT.3 10.00 0.12600 ORA 8993546 AUTOGREDER PINA LA 175CP 111.16 0.00180 ORA 8991155 DISTRIBUITOR DE LIANT HIDRAULIC 380.00 0.01910 ORA 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.00670 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.13 ore. 010 TRA05A05 TONA 0.068 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 5 2.76 0.19 0.19 011 DA07A1 [ 3] 100 MC. 0.003 0.00 0.00 AMESTECAREA CU STABILIZATORI DE SOLURI A 63.00 0.19 DIVERSELOR SORTURI DE MATERIALE 2394.00 7.18 GRANULARE 0.00 0.00 7.37 ---------------------------------------------------------------------------------------------------- Reteta normei: DA07A1 [ 3] P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 6.29999 ORA 8991150 @ RECICLATOR PTR PAMANT 380.00 6.30000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 6.30 ore. SMPS01 pag 32 ====================================================================================================================== 012 TSD08B1 100 MC. 0.003 0.00 0.00 COMPACT.CU UMPLUT.CU COMPACT.PE PNEURI. 30.20 0.09 AUTOPROP.DE 10,1-16T IN STRAT.DE 15-25CM 215.80 0.65 GROS IN PAM COEZ 0.00 0.00 0.74 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD08B1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 3.02000 ORA 8994008 COMPACTOR STATIC AUTOPROP.PE PNEURI10,1-16TF 65.00 3.32000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 3.02 ore. 013 TSD07G1 100 MC. 0.003 0.00 0.00 COMPACTAREA UMPLUT.CU RULOU COMPRESOR 10 49.70 0.15 -12T EXCL.PAM.COEZ.GRAD.COMPACT.97-98 % 401.05 1.20 0.00 0.00 1.35 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD07G1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 4.97000 ORA 8994004 COMPACTOR AUTOPROP.CU RULOUR.(VALTURI) PINA LA 12TF 65.00 6.17000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 4.97 ore. 014 TSD10B1 [ 1] 100 MC. 0.003 0.00 0.00 COMPACT.CU T.P.O.DE 15T CU TRACTOR PE 29.02 0.09 SENILE DE 81-150CP A UMPL.DIN PAM.COEZ. 218.40 0.66 EXCL.UDARE.PRIN 8 T 0.00 0.00 0.74 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD10B1 [ 1] P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 2.90200 ORA 8994003 COMPACTOR STATIC TRACTAT(TAVALUG)EXCLUSIV TRACTOR 10,1- 65.00 3.36000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 2.90 ore. 015 TSD14A1 M.C. 0.175 1.00 0.17 UDAREA CU AUTOCIST.DE 5-8T CU DISP.DE 0.00 0.00 STROP.STR. 6.50 1.14 0.00 0.00 1.31 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD14A1 P.U. Consum U.M. 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 1.00000 M.C. 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.10000 ORA ---------------------------------------------------------------------------------------------------- 016 TRA05A05 TONA 0.175 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 5 2.76 0.48 0.48 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.014 5.67 1.80 20.30 0.99 28.75 Din care: Valoare aferenta utilaje termice = 14.44 Valoare aferenta utilaje electrice = 5.86 Detaliere transporturi: -Articole TRA 0.99 SMPS01 pag 33 ====================================================================================================================== Alte cheltuieli directe: -CAS: ( 1.80 + 20.30 * 0.000 + 0.99 * 0.000) * 0.20800 = 0.37 -SOMAJ: ( 1.80 + 20.30 * 0.000 + 0.99 * 0.000) * 0.00500 = 0.01 -COTA CONTRIBUTII CONCEDII SI INDEMNIZATII ( 1.80 + 20.30 * 0.000 + 0.99 * 0.000) * 0.01100 = 0.02 -FOND SANATATE ( 1.80 + 20.30 * 0.000 + 0.99 * 0.000) * 0.05200 = 0.09 -ACCIDENTE MUNCA ( 1.80 + 20.30 * 0.000 + 0.99 * 0.000) * 0.00279 = 0.01 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.014 5.67 2.30 20.30 0.99 29.25 Cheltuieli indirecte: 29.25 * 0.0800 = 2.34 Profit: 31.59 * 0.0300 = 0.95 TOTAL GENERAL DEVIZ: 32.54 TVA 32.54 * 24.0% = 7.81 TOTAL cu TVA 40.35 PROIECTANT CONTRACTANT (OFERTANT) SC SEARCH CORPORATION SRL BUCU ASOCIEREA MAX-BOEGL ROMANIA SR DEVIZIER SMPS02 pag 34 ====================================================================================================================== Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0006 45230000 SUPRAFETE DE MISCARE Lista cu cantitatile de lucrari Deviz oferta SMPS02 PERNA DIN MATERIAL LOCAL STABILIZAT CU LIANTI HIDRAULIC h=35cm Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 DA09A1 [17] MP. 1.000 10.26 10.26 TRATAREA PE LOC A PAM ARGILOS CU VAR 1.26 1.26 HIDRATAT IN PULBERE PT IMBUNAT 27.03 27.03 CARACTERISTICILOR ACESTUIA 0.00 0.00 38.55 ---------------------------------------------------------------------------------------------------- Reteta normei: DA09A1 [17] P.U. Consum U.M. 7422128 DOROSOL C30 400.00 0.02520 TONA 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.17500 M.C. 90128 PAVATOR CAT.3 10.00 0.12600 ORA 8993546 AUTOGREDER PINA LA 175CP 111.16 0.02700 ORA 8991155 DISTRIBUITOR DE LIANT HIDRAULIC 380.00 0.02700 ORA 8991156 RECICLATOR PENTRU PAMANT STABILIZAT 380.00 0.02700 ORA 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.02700 ORA 8994004 COMPACTOR AUTOPROP.CU RULOUR.(VALTURI) PINA LA 12TF 65.00 0.02700 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.13 ore. Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.025 10.26 1.26 27.03 0.00 38.55 Din care: Valoare aferenta utilaje termice = 20.52 Valoare aferenta utilaje electrice = 6.51 Alte cheltuieli directe: -CAS: ( 1.26 + 27.03 * 0.000 + 0.00 * 0.000) * 0.20800 = 0.26 -SOMAJ: ( 1.26 + 27.03 * 0.000 + 0.00 * 0.000) * 0.00500 = 0.01 -COTA CONTRIBUTII CONCEDII SI INDEMNIZATII SMPS02 pag 35 ====================================================================================================================== ( 1.26 + 27.03 * 0.000 + 0.00 * 0.000) * 0.01100 = 0.01 -FOND SANATATE ( 1.26 + 27.03 * 0.000 + 0.00 * 0.000) * 0.05200 = 0.07 -ACCIDENTE MUNCA ( 1.26 + 27.03 * 0.000 + 0.00 * 0.000) * 0.00279 = 0.00 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.025 10.26 1.61 27.03 0.00 38.90 Cheltuieli indirecte: 38.90 * 0.0800 = 3.11 Profit: 42.01 * 0.0300 = 1.26 TOTAL GENERAL DEVIZ: 43.27 TVA 43.27 * 24.0% = 10.39 TOTAL cu TVA 53.66 PROIECTANT CONTRACTANT (OFERTANT) SC SEARCH CORPORATION SRL BUCU ASOCIEREA MAX-BOEGL ROMANIA SR DEVIZIER SMPS03 pag 36 ====================================================================================================================== Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0006 45230000 SUPRAFETE DE MISCARE Lista cu cantitatile de lucrari Deviz oferta SMPS03 PERNA DIN MATERIAL LOCAL STABILIZAT CU 1% LIANTI HIDRAULIC Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 DA09A1 [18] MP. 1.000 2.16 2.16 TRATAREA PE LOC A PAM ARGILOS CU VAR 1.26 1.26 HIDRATAT IN PULBERE PT IMBUNAT 3.62 3.62 CARACTERISTICILOR ACESTUIA 0.00 0.00 7.04 ---------------------------------------------------------------------------------------------------- Reteta normei: DA09A1 [18] P.U. Consum U.M. 7422128 DOROSOL C30 400.00 0.00540 TONA 90128 PAVATOR CAT.3 10.00 0.12600 ORA 8993546 AUTOGREDER PINA LA 175CP 111.16 0.00180 ORA 8991155 DISTRIBUITOR DE LIANT HIDRAULIC 380.00 0.00900 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.13 ore. 002 TSD10A1 100 MC. 0.003 0.00 0.00 COMPACT.CU T.P.O.DE 15T CU TRACTOR PE 7.19 0.02 SENILE DE 81-150CP A UMPL.DIN PAM.COEZ. 258.08 0.77 EXCL.UDARE.PRIN 2 T 0.00 0.00 0.80 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD10A1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 0.71900 ORA 8994003 COMPACTOR STATIC TRACTAT(TAVALUG)EXCLUSIV TRACTOR 10,1- 65.00 0.84000 ORA 8995610 TRACTOR PE SENILE DE 150 CP 242.24 0.84000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.72 ore. 003 TSD07G1 100 MC. 0.003 0.00 0.00 COMPACTAREA UMPLUT.CU RULOU COMPRESOR 10 49.70 0.15 -12T EXCL.PAM.COEZ.GRAD.COMPACT.97-98 % 401.05 1.20 0.00 0.00 1.35 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD07G1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 4.97000 ORA 8994004 COMPACTOR AUTOPROP.CU RULOUR.(VALTURI) PINA LA 12TF 65.00 6.17000 ORA ---------------------------------------------------------------------------------------------------- SMPS03 pag 37 ====================================================================================================================== Total manopera la UM: 4.97 ore. 004 TSD08B1 100 MC. 0.003 0.00 0.00 COMPACT.CU UMPLUT.CU COMPACT.PE PNEURI. 30.20 0.09 AUTOPROP.DE 10,1-16T IN STRAT.DE 15-25CM 215.80 0.65 GROS IN PAM COEZ 0.00 0.00 0.74 ---------------------------------------------------------------------------------------------------- Reteta normei: TSD08B1 P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 3.02000 ORA 8994008 COMPACTOR STATIC AUTOPROP.PE PNEURI10,1-16TF 65.00 3.32000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 3.02 ore. 005 DA07A1 [ 3] 100 MC. 0.003 0.00 0.00 AMESTECAREA CU STABILIZATORI DE SOLURI A 63.00 0.19 DIVERSELOR SORTURI DE MATERIALE 2394.00 7.18 GRANULARE 0.00 0.00 7.37 ---------------------------------------------------------------------------------------------------- Reteta normei: DA07A1 [ 3] P.U. Consum U.M. 90199 MUNCITOR DESERVIRE CONSTRUCTII-MONTAJ CAT.2 10.00 6.29999 ORA 8991150 @ RECICLATOR PTR PAMANT 380.00 6.30000 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 6.30 ore. Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.005 2.16 1.71 13.43 0.00 17.30 Din care: Valoare aferenta utilaje termice = 10.60 Valoare aferenta utilaje electrice = 2.82 Alte cheltuieli directe: -CAS: ( 1.71 + 13.43 * 0.000 + 0.00 * 0.000) * 0.20800 = 0.36 -SOMAJ: ( 1.71 + 13.43 * 0.000 + 0.00 * 0.000) * 0.00500 = 0.01 -COTA CONTRIBUTII CONCEDII SI INDEMNIZATII ( 1.71 + 13.43 * 0.000 + 0.00 * 0.000) * 0.01100 = 0.02 -FOND SANATATE ( 1.71 + 13.43 * 0.000 + 0.00 * 0.000) * 0.05200 = 0.09 -ACCIDENTE MUNCA ( 1.71 + 13.43 * 0.000 + 0.00 * 0.000) * 0.00279 = 0.00 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.005 2.16 2.19 13.43 0.00 17.77 Cheltuieli indirecte: 17.77 * 0.0800 = 1.42 Profit: SMPS03 pag 38 ====================================================================================================================== 19.20 * 0.0300 = 0.58 TOTAL GENERAL DEVIZ: 19.77 TVA 19.77 * 24.0% = 4.75 TOTAL cu TVA 24.52 PROIECTANT CONTRACTANT (OFERTANT) SC SEARCH CORPORATION SRL BUCU ASOCIEREA MAX-BOEGL ROMANIA SR DEVIZIER SMPS04 pag 39 ====================================================================================================================== Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0006 45230000 SUPRAFETE DE MISCARE Lista cu cantitatile de lucrari Deviz oferta SMPS04 STRAT DE FUNDATIE PIATRA SPARTA Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 DA12B1 M.C. 0.800 199.46 159.57 STRAT FUND REPROF P SPARTA PT DRUM CU 6.00 4.80 ASTERNERE MECANICA EXEC CU IMPANARE FARA 22.41 17.93 INNOROIRE 0.00 0.00 182.30 ---------------------------------------------------------------------------------------------------- Reteta normei: DA12B1 P.U. Consum U.M. 2201672 PIATRA SPARTA PENTRU DRUMURI ROCI MAGMATICE 40-63 ~ 140.16 1.21900 M.C. 2201658 PIATRA SPARTA PENTRU DRUMURI ROCI MAGMATICE 15-25 ~ 140.16 0.20300 M.C. 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.15000 M.C. 90128 PAVATOR 10.00 0.59998 ORA 8993546 AUTOGREDER PINA LA 175CP 111.16 0.04200 ORA 8994005 COMPACTOR STATIC AUTOPROP.,CU RULOURI(VALTURI),R8-14;DE 65.00 0.25800 ORA 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.01500 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.60 ore. 002 DA11B1 M.C. 0.200 199.46 39.89 STRAT FUND REPROF P SPARTA PT DRUM CU 16.50 3.30 ASTERNERE MANUALA EXEC CU IMPANARE FARA 14.43 2.89 INNOROIRE 0.00 0.00 46.08 ---------------------------------------------------------------------------------------------------- Reteta normei: DA11B1 P.U. Consum U.M. 2201672 PIATRA SPARTA PENTRU DRUMURI ROCI MAGMATICE 40-63 ~ 140.16 1.21900 M.C. 2201658 PIATRA SPARTA PENTRU DRUMURI ROCI MAGMATICE 15-25 ~ 140.16 0.20300 M.C. 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.15000 M.C. 90128 PAVATOR 10.00 1.64998 ORA 8994005 COMPACTOR STATIC AUTOPROP.,CU RULOURI(VALTURI),R8-14;DE 65.00 0.20700 ORA 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.01500 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 1.65 ore. SMPS04 pag 40 ====================================================================================================================== 003 TRA05A05 TONA 0.150 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 5 2.76 0.41 0.41 004 TRA01A02 TONA 2.275 0.00 0.00 TRANSPORTUL RUTIER AL MATERIALELOR, 0.00 0.00 SEMIFABRICATELOR CU AUTOBASCULANTA PE 0.00 0.00 DIST.= 2 KM. 0.55 1.25 1.25 Cheltuieli directe din articole: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.000 199.46 8.10 20.81 1.67 230.04 Din care: Valoare aferenta utilaje termice = 0.00 Valoare aferenta utilaje electrice = 20.81 Detaliere transporturi: -Articole TRA 1.67 Alte cheltuieli directe: -CAS: ( 8.10 + 20.81 * 0.000 + 1.67 * 0.000) * 0.20800 = 1.68 -SOMAJ: ( 8.10 + 20.81 * 0.000 + 1.67 * 0.000) * 0.00500 = 0.04 -COTA CONTRIBUTII CONCEDII SI INDEMNIZATII ( 8.10 + 20.81 * 0.000 + 1.67 * 0.000) * 0.01100 = 0.09 -FOND SANATATE ( 8.10 + 20.81 * 0.000 + 1.67 * 0.000) * 0.05200 = 0.42 -ACCIDENTE MUNCA ( 8.10 + 20.81 * 0.000 + 1.67 * 0.000) * 0.00279 = 0.02 Total cheltuieli directe: GREUTATE MATERIALE MANOPERA UTILAJ TRANSPORT TOTAL 0.000 199.46 10.36 20.81 1.67 232.30 Cheltuieli indirecte: 232.30 * 0.0800 = 18.58 Profit: 250.88 * 0.0300 = 7.53 TOTAL GENERAL DEVIZ: 258.41 TVA 258.41 * 24.0% = 62.02 TOTAL cu TVA 320.43 PROIECTANT CONTRACTANT (OFERTANT) SC SEARCH CORPORATION SRL BUCU ASOCIEREA MAX-BOEGL ROMANIA SR DEVIZIER SMPS04 pag 41 ====================================================================================================================== GEOC05 pag 42 ====================================================================================================================== Persoana juridica achizitoare Formularul F3 RA AEROPORT INTERNATIONAL IASI Obiectivul: 0796 45230000 DEZVOLTARE SI MODERNIZARE AEROPORT INTERNATIONAL IASI Obiectul: 0006 45230000 SUPRAFETE DE MISCARE Lista cu cantitatile de lucrari Deviz oferta GEOC05 GEOCOMPOZIT CU ROL ANTIFISURA Categoria de lucrari: 0796 Preturile sunt exprimate in RON Obs: RON = Leu greu ====================================================================================================================== Nr. Capitol de lucr. UM CANTITATEA PU MATERIAL MANOPERA UTILAJ TRANSPORT TOTAL crt. sau a)Material (col.3x (col.3x (col.3x (col.3x (col.5+ Subcapitol(norma comasata) b)Manopera col.4a) col.4b) col.4c) col.4d) 6+7+8) Denumire c)Utilaj d)Transport ( RON /UM) ( RON ) ( RON ) ( RON ) ( RON ) ( RON ) ---------------------------------------------------------------------------------------------------------------------- Sectiunea tehnica Sectiunea financiara 0 1 2 3 4 5 6 7 8 9 ====================================================================================================================== 001 DB01B1 [ 4] MP. 1.000 0.01 0.01 CURATIREA PT APLIC IMBRAC SAU TRATAM 0.17 0.17 BITUM A STRATSUPORT DIN MACAD SAU PAV 0.73 0.73 NEBITUM EXEC MECANI 0.00 0.00 0.91 ---------------------------------------------------------------------------------------------------- Reteta normei: DB01B1 [ 4] P.U. Consum U.M. 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.00500 M.C. 8995603 AUTOCISTERNA CU DISP.DE STROP CU M.A.J. 5-8T 65.00 0.00500 ORA 90101 ASFALTATOR CAT.1 10.00 0.01680 ORA 8992509 MOTOCOMPR.AER MOBIL JOASA PRESIUNE 4,0-5,9 MC/MIN 48.45 0.00840 ORA ---------------------------------------------------------------------------------------------------- Total manopera la UM: 0.02 ore. 002 DB02B1 [ 8] 100 MP. 0.010 108.05 1.08 AMORS SUPRAF STRAT BAZA SAU IMBRAC EXIST 20.00 0.20 IN VEDER APLIC STRAT UZ MIX ASF CU SUSP 0.00 0.00 BIT FIL LA STR 0.00 0.00 1.28 ---------------------------------------------------------------------------------------------------- Reteta normei: DB02B1 [ 8] P.U. Consum U.M. 2600323 EMULSIE DE BITUM CATIONICA CU RUPERE RAPIDA S8877 1.80 60.00000 KG 6202806 APA INDUSTRIALA PENTRU LUCRARI DRUMURI SI TERASAMENTE I~ 1.00 0.04500 M.C.