023_Grup_sanitar_5_cabine_si_fosa_septica_scoala

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Beneficiar : .| Constructor : .| Subunitate : | ----------------------------------------------------------------- Investitie :023 GRUP SANITAR SI FOSA SEPTICA Obiect :023.01 . Stadiu fizic :023010 GRUP SANITAR CU 5 CABINE ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 023010 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 TSA02D1 MC...........20,180 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 (3.75+4.5)*2*0.60*1.20 ....................... 11,880 | |2 4.5*0.6*1.20 ................................. 3,240 | |3 3.75*3*0.45 .................................. 5,062 | |Total: ........................................ 20,182 <<| +------------------------------------------------================+ 2 CG32D4 MC............4,220 UMPLUTURI IN STRATURI EXECUTATE CU BALAST SI NISIP CO MPACT.MANUAL IN INCAP.IZOL.SUPR.<10MP +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (3.75*4.5*0.25) .............................. 4,218 | |Total: ........................................ 4,218 <<| +------------------------------------------------================+ 3 CA01A1 MC...........12,600 TURNARE BETON SIMPLU IN FUNDATII(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM <3MC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (3.75+4.5)*2*0.6*1.0 ......................... 9,900 | |2 4.5*0.6*1.0 .................................. 2,700 | |Total: ........................................ 12,600 <<| +------------------------------------------------================+ 3 2100933 10173-0003 MC...........12,650 BETON DE CIMENT B100 STAS 3622 (BC 7,5)(C6/7.5) 4 CC01C1 KG..........792,770 MONTARE ARMATURI DIN OTEL BETON IN FUNDATII CONTI NUE ,PLACI DE RADIERE,CU DIST DIN MASE PLASTICE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 ((4.5+3.75)*2+3)*6*1.58*2 .................... 369,720 | |2 6*4*4.5*1.58 ................................. 170,640 | |3 2*(((4.5+3.75)*2+3)/0.15)*1.95*0.395 ......... 200,265 |

Transcript of 023_Grup_sanitar_5_cabine_si_fosa_septica_scoala

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Beneficiar : .| Constructor : .| Subunitate : | ----------------------------------------------------------------- Investitie :023 GRUP SANITAR SI FOSA SEPTICA Obiect :023.01 . Stadiu fizic :023010 GRUP SANITAR CU 5 CABINE ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 023010 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 TSA02D1 MC...........20,180 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 (3.75+4.5)*2*0.60*1.20 ....................... 11,880 | |2 4.5*0.6*1.20 ................................. 3,240 | |3 3.75*3*0.45 .................................. 5,062 | |Total: ........................................ 20,182 <<| +------------------------------------------------================+ 2 CG32D4 MC............4,220 UMPLUTURI IN STRATURI EXECUTATE CU BALAST SI NISIP CO MPACT.MANUAL IN INCAP.IZOL.SUPR.<10MP +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (3.75*4.5*0.25) .............................. 4,218 | |Total: ........................................ 4,218 <<| +------------------------------------------------================+ 3 CA01A1 MC...........12,600 TURNARE BETON SIMPLU IN FUNDATII(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM <3MC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (3.75+4.5)*2*0.6*1.0 ......................... 9,900 | |2 4.5*0.6*1.0 .................................. 2,700 | |Total: ........................................ 12,600 <<| +------------------------------------------------================+ 3 2100933 10173-0003 MC...........12,650 BETON DE CIMENT B100 STAS 3622 (BC 7,5)(C6/7.5) 4 CC01C1 KG..........792,770 MONTARE ARMATURI DIN OTEL BETON IN FUNDATII CONTI NUE ,PLACI DE RADIERE,CU DIST DIN MASE PLASTICE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 ((4.5+3.75)*2+3)*6*1.58*2 .................... 369,720 | |2 6*4*4.5*1.58 ................................. 170,640 | |3 2*(((4.5+3.75)*2+3)/0.15)*1.95*0.395 ......... 200,265 |

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023010 GRUP SANITAR CU 5 CABINE PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= |4 (6*3/0.15)*1.1*0.395 ......................... 52,140 | |Total: ........................................ 792,765 <<| +------------------------------------------------================+ 5 CZ0301A1 KG..........792,770 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.CENT.OB 37 D=6-8MM 6 CC02G1 KG..........347,760 MONTARE ARMATURI LA CONSTRUCTII H<35M DIN PLASE CUG=3 -6KG/MP IN PERETI DIAFRAGME CU DIST DIN PLASTI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*3.75*4.5*2*4.48*1.15 ....................... 347,760 | |Total: ........................................ 347,760 <<| +------------------------------------------------================+ 6 2000975 10175-0003 KG..........347,760 PLASE SUDATE TIP 117 GQ 283(65,9 KG/BUC) OL 37-1 N 7 CA02I1 MC...........10,160 TURNARE BETON ARMAT LA CONSTRUCTII CU H<35M,IN PLANSE E(GRINZI,STILPI,PLACI)CU GROS.PLACII<10CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 6*0.25*0.25*4.5 .............................. 1,687 | |2 2*0.6*0.3*16.5 ............................... 5,940 | |3 3.75*4.5*0.15 ................................ 2,531 | |Total: ........................................ 10,158 <<| +------------------------------------------------================+ 7 2100969 10173-0006 MC...........10,160 BETON DE CIMENT B250 STAS 3622 (BC20)(C16/20) 8 CG18A1 MP...........16,880 PARDOSELI DIN BETON B100,DE 10CM GROSIME,IN CIMP CONT INUU FARA SCLIVISEALA +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.75*4.5 ..................................... 16,875 | |Total: ........................................ 16,875 <<| +------------------------------------------------================+ 8 2100969 10173-0006 MC...........16,900 BETON DE CIMENT B250 STAS 3622 (BC20)(C16/20) 9 CD07C1 MC...........14,620 ZIDARIE DIN BLOCURI BCA LA CONSTR.H<35M, 24CM GROSI ME, CU BLOCURI GBN 50/650 IN VRAC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (4.5+3.75)*2*3*0.25 .......................... 12,375 |

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023010 GRUP SANITAR CU 5 CABINE PAG.: 3 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= |2 3*0.25*4.5 ................................... 3,375 | |3 -2*0.98*2.05*0.25 ............................ -1,004 | |4 -2*0.5*0.5*0.25 .............................. -0,125 | |Total: ........................................ 14,620 <<| +------------------------------------------------================+ 9 2101171 10174-0006 MC............0,950 MORTAR DE ZIDARIE M 50 S 1030 10 CE17A1 MP...........16,880 SARPANTA DIN LEMN EXECUTATA PE SCAUNE LA INVELITORI U SOARE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.75*4.5 ..................................... 16,875 | |Total: ........................................ 16,875 <<| +------------------------------------------------================+ 10 2900668 10165-0001 MC............2,550 LEMN ROT CONS RUR NEC FAG L MIN 1M D SUB MIN18CM S43 42 11 CE04A1 MP...........23,630 INVELITORI DIN TABLA ZINCATA EXECUTATA CU FOI PLANE D E 0,4MM GROSIME +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 16.88*1.4 .................................... 23,632 | |Total: ........................................ 23,632 <<| +------------------------------------------------================+ 12 CE18A1 MP...........23,630 ASTEREALA EXECUTATA DIN SCINDURI DIN RASINOASE 13 CE19A1 M.............8,400 PAZII LA STREASINA SAU FRONTOANE DIN SCINDURI GELUITE SIMPLU 13 2903830 10147-0001 MC............0,042 SCIND RASIN LUNGA TIV CLS C GR=24MM L=3,00M S 94 2 14 CE13C1 M.............8,400 JGHEABURI TABLA ZINCATA 0,5MM GROS SEMI ROTUNDE D=15C M UZINATE 15 CE14A1 M.............7,250 BURLANE DIN TABLA ZINCATA DE 0,5MM CONFECTIONATE PE S ANTIER ROTUNDE CU D=15,4CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 2*3+1.25 ..................................... 7,250 |

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023010 GRUP SANITAR CU 5 CABINE PAG.: 4 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= |Total: ........................................ 7,250 <<| +------------------------------------------------================+ 16 CF01A1 MP...........91,480 TENCUIELI INTERIOARE,DRISCUITE,LA STILPI,PERETI EXECU TATE MANUAL PE ZIDARIE,DE 2CM GROSIME +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 (1.5+2.5)*2*3*2*2 ............................ 96,000 | |2 -0.98*2.05*2 ................................. -4,018 | |3 -0.5*0.5*2 ................................... -0,500 | |Total: ........................................ 91,482 <<| +------------------------------------------------================+ 16 2101195 10174-0009 MC............1,650 MORTAR TENCUIALA M 100 (VAR HIDRAT) S 1030 +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 91.48*0.018 .................................. 1,646 | |Total: ........................................ 1,646 <<| +------------------------------------------------================+ 17 CF06B1 MP...........63,000 TENCUIELI EXTERIOARE OBISNUITE,DRISCUITE PE ZIDURI,IN GROSIME MEDIE DE 2,5CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 4*4.5*3.5 .................................... 63,000 | |Total: ........................................ 63,000 <<| +------------------------------------------------================+ 17 2101195 10174-0009 MC............1,450 MORTAR TENCUIALA M 100 (VAR HIDRAT) S 1030 +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 63*0.023 ..................................... 1,449 | |Total: ........................................ 1,449 <<| +------------------------------------------------================+ 18 CF10C1 MP...........92,000 GLET DE EUROGLET APLICAT LA TENCUIELI INTERIOARE DRIS CUITE 19 CN01A2 MP...........92,000 STRAT AMORSA PENTRU VAR LAVABIL LA INTERIOR 20 CN01A3 MP...........63,000 STRAT AMORSA PENTRU VAR LAVABIL LA EXTERIOR 21 CN04A1 MP..........195,000 VOPSITORII LA INTERIOR SI EXTERIOR EXECUT MANUAL CU VINAROM PE TENCUIELI DRISCUITE

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023010 GRUP SANITAR CU 5 CABINE PAG.: 5 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 21 6104353 10161-0001 KG...........78,000 VOPSEA VINAROM ALBA V.108-210 STAS 7359- 80 22 CK20E1 MP...........16,880 TAVANE SUSPENDATE DIN RIGIPS VERDE SI IZOL.VATA MIN.1 0 CM CU STRUCTURA METALICA +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 4.5*3.75 ..................................... 16,875 | |Total: ........................................ 16,875 <<| +------------------------------------------------================+ 23 ACE15A1 M............12,000 ROST ELASTIC REALIZAT CU PROFIL ELASTIC DIN PVC PLAST IFIAT 23 2101195 10174-0009 MC............0,024 MORTAR TENCUIALA M 100 (VAR HIDRAT) S 1030 24 CK11G11 MP............1,000 FERESTRE DIN PVC AVAND TREI CAMERE PUNTE TERMICA SI G EAMURI TERMOPAN LA CONSTRUCTII CU H<10M +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 4*0.5*0.5 .................................... 1,000 | |Total: ........................................ 1,000 <<| +------------------------------------------------================+ 24 6310342 10112-0041 BUC...........4,000 FEREASTRA PVC CU GEAM TERMOPAN 25 CK14I12 MP...........14,180 USI DIN PVC LA GRUPURI SANITARE 9 BUCATI H<10M CU SU PRAFATA TOCULUI < 5 MP +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 9*0.75*2.10 .................................. 14,175 | |Total: ........................................ 14,175 <<| +------------------------------------------------================+ 25 6314453 10158-0046 MP...........14,180 USA INTERIOARA DIN PVC PT GRUPURI SANITARE INCLUSIV T OC SI ACCESORII 70X210 26 RPCK40A2 MP...........16,880 PARDOSELI DIN PLACI DE GRESIE CERAMICA CU ADEZIV UNA CULOARE SI FORMA IN SUPRAFETE <60CMP/BUC. +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.75*4.5 ..................................... 16,875 | |Total: ........................................ 16,875 <<| +------------------------------------------------================+

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023010 GRUP SANITAR CU 5 CABINE PAG.: 6 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 26 2422197 MP...........16,950 PLACI GRESIE GLZ.NETEDE ALB S 50X 50X 6 C1 LIP IT 27 CG12A1 M............46,000 SCAFE DIN GRESIE CERAMICA +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 5*2*(1*1.5) .................................. 15,000 | |2 3*2*(2+2) .................................... 24,000 | |3 2*(1.5+2) .................................... 7,000 | |Total: ........................................ 46,000 <<| +------------------------------------------------================+ 27 2435091 10150-0001 M............46,000 ELEM.RAC.GRESIE NEGLZ.NET.ALBE S 150X100X 8 C1 S59 39 28 EF05A1 BUC...........1,000 TABLOU DE APARTAMENT CU 2 CIRCUITE,TIP C2 29 EA01A1 M............14,250 TUB IZOLANT IP-PVC MONTAT INGROPAT CU D=13MM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3+4.5+3.75+1.5*2 ............................. 14,250 | |Total: ........................................ 14,250 <<| +------------------------------------------------================+ 30 EB02A1 M............26,000 CONDUCTA CUPRU CU IZOLATIE INTRODUSA IN TUBURI DE PRO TECTIE,CONDUCTA AVIND SECTIUNEA < 4 MMP 30 4826880 12001-0055 M............26,780 CONDUCTOR FY 1X 1,5 S 6865 31 EB02A1 M............16,000 CONDUCTA CUPRU CU IZOLATIE INTRODUSA IN TUBURI DE PRO TECTIE,CONDUCTA AVIND SECTIUNEA < 4 MMP 31 4826892 12001-0056 M............16,480 CONDUCTOR FY 1X 2,5 S 6865 32 ED01A1 BUC...........3,000 INTRERUPATOR MANUAL INGROPAT UNIPOLAR CONSTRUCTIE NOR MALA SAU IMPERMEABILA * 32 5500732 12010-0019 BUC...........3,000 INTRERUPTOR CUMPANA PT.SIMBOL 0186 250V 10A 33 ED08A1 BUC...........2,000 PRIZA MONTATA INGROPAT CONSTR.NORMALA IMPERMEABILA SA U NORMALA CU CONTACT PROTECTIE

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023010 GRUP SANITAR CU 5 CABINE PAG.: 7 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 33 5536080 12017-0001 BUC...........2,020 PRIZA MONOBLOC SUB TENCUIALA SIMBOL 0706A 250V;10A 34 EE09A1 BUC...........7,000 ARMATURA DE ILUMINAT CU GLOB DE STICLA CLARA,ETANSA D R.(DE PLAFON) MONT.DIBL.LEMN LAMPA 60 W 35 SC13A1 BUC...........5,000 VAS PENTRU CLOSET DIN PORTELAN SANITAR CU SIFON INTER IOR S TIP ... 35 2442757 11406-0001 BUC...........5,020 VAS CLOSET COL2-A PORTELAN ALB C. 1 S 20 66 36 SC16A1 BUC...........5,000 REZERVOR PT.SPALARE VAS WC,DIN PORTELAN TIP RX1,MONT. LA INALTIME,CU DIBL.DE LEMN PE ZID DE CARAMIDA 37 SC18A5 BUC...........5,000 RAMA PENTRU VAS DE CLOSET,DIN POLIPROPILENA CU CAPAC 38 SC19B2 BUC...........3,000 SIFON DIN POLIPROPILENA PT.LAVOAR DE PORTELAN SANITAR D=1 1/2" 38 6696978 11405-0015 BUC...........3,000 SIFON SPALATOR / LAVOAR DIN POLIPROPILENA DN=40MM(1 1 /2) 39 SC24A1 BUC...........3,000 PORTPROSOP DIN AM NICHEL.MONT.PE PERETI TIP U,CU 1 BR AT, DESCHID.450MM 40 SC25A1 BUC...........3,000 ETAJERA DIN PORTELAN SANITAR TIP 40 2451485 11407-0001 BUC...........3,000 ETAJERA PORTELAN TIP E2.30 ALB C.1 NI 7 16 41 SC26A1 BUC...........3,000 OGLINDA SANIT.SEMICRIST.MARGINI.SLEF.CU DIMENS.400X50 0MM 42 SC28A1 BUC...........3,000 SAPUNIERA DIN FONTA EMAILATA,CALITATEA 1 44 SC30A1 BUC...........5,000 SUPORT PT.HIRTIE CALITATEA 1 (PORTHIRTIE) DIN PORTELA N SANITAR,HA1 NI 545/63

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023010 GRUP SANITAR CU 5 CABINE PAG.: 8 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 45 SC31A1 BUC...........3,000 VENTIL DE SCURGERE TIP... 45 4203325 11410-0010 BUC...........3,000 VENTIL SCURGERE LAVOAR.SPALATOR 1 1/2 FARA RAC. S96 10 46 SC07A1 BUC...........3,000 LAVOAR DIN PORTELAN SANITAR,MONTAT PE CONSOLE FIXATE CU DIBLURI DE LEMN PE ZID DE CARAMIDA 46 2442288 11402-0007 BUC...........3,000 LAVOAR PORTELAN F SPATAR L 2-600MM ALB C1 S 15 40 46 4203557 11403-0003 BUC...........6,000 CONSOLA BRAT DUBLU EMAILATA 420MM CAL.1 S 33 43 47 SB44C3 BUC...........3,000 SIFON DE PARDOSEALA DIN POLIPROPILENA AVIND D= 50MM 48 SD01A1 BUC...........6,000 ROBINET DE SERVICIU SIMPLU 48 4202474 11411-0055 BUC...........6,000 ROBINET TREC. FONTA 1/2" A VENT+MUFA PN10 S64 80 48 4203985 11414-0002 BUC...........6,000 ROZETA METALICA PT MASCARE 1/2" 49 SD05A1 BUC...........3,000 ROBINET PENTRU LAVOAR TIP...,AVIND DIAMETRUL DE 1/2 T OLI 49 4202230 11411-0003 BUC...........3,000 ROBINET SIMPLU SERV. CROMAT 1/2" GARN.DET. S41 24 50 SB17E2 BUC...........4,000 COTURI POLIPROPILENA IGNIFUGA PENTRU CANALIZARE CU D= 110 MM 51 SA12D2 M............30,000 TEAVA MULTISTRAT LA LOCUINTE+SOCIAL CULT.IN COND.DE L EGATURA LA OBIECTE SANIT.D=16 MM (1/2") 52 SA43D1 BUC...........8,000 BRATARA PT.FIXAREA COND.OTEL+PVC DE ALIM.CU APA+GAZE, MONT.PRIN INCASTRARE,COND.AVIND D= 3/4 TOLI

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023010 GRUP SANITAR CU 5 CABINE PAG.: 9 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 53 SA46B1 M.............4,000 CONTECT,MONT.SI CIMENTAREA TEVII DE PROTECTIE LA TREC EREA COND.PRIN ZID,TEAVA AVIND D=1 1/4 TOLI 54 SB16E1 M............16,000 TEAVA PVC-U NEPLASTIF.PT.CANALIZARE,MONT.APARENT IN N ISA,INGROP.PAMINT,SUSPEND.PLANSEU,CU D=110 MM 55 SB17E1 BUC...........6,000 COTURI PVC-U,PT.CANALIZARE,CU IMBINARE PRIN LIPIRE LA 45;67 1/2;87 1/2 GRADE,AVIND D=110 MM 55 6712409 11432-0019 BUC...........6,000 COT PVC TIP U LA 87 GR.30M DN 110 NII 2167 56 SB19C1 BUC...........3,000 RAMIFICATII SIMPLE PVC-U PT CANALIZ.CU IMBINARE PRIN LIPIRE LA 45:67 1/2:87 1/2 GRADE SI D=110 MM 56 6712863 11433-0006 BUC...........3,000 RAMIF.SIMPLA PVC-U 45 GRD. 110-110 NII 216 7 57 SB16D2 M.............6,000 TEAVA POLIPROPILENA IGNIFUGA PENTRU CANALIZARE CU D=7 5 MM 58 SB17C2 BUC...........6,000 COTURI POLIPROPILENA IGNIFUGA PENTRU CANALIZARE CU D= 50 MM 59 SB19B3 BUC...........3,000 RAMIF.POLIPROPILENA IGNIFUGA PT.CANALIZ.CU IMBINARE P RIN LIPIRE LA 45:67 1/2:87 1/2 GRADE SI D=75-50 59 6696239 11433-0134 BUC...........3,000 RAMIFICATIE DIN POLIPROPILENA DN=50-50 MM LA 67 GR 60 TRB01C15 T............35,000 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 50M 61 TRA01A10 T............35,000 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 10 KM. ================================================================= Proiectant Constructor Beneficiar ### . .L Program X-DEV (c) tel: 0232.240792, www.x-dev.ro, [email protected]

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Beneficiar : .| Constructor : .| Subunitate : | ----------------------------------------------------------------- Investitie :023 GRUP SANITAR SI FOSA SEPTICA Obiect :023.01 . Stadiu fizic :023020 CONSTRUIRE FOSA SEPTICA ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 023020 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 TSA07C1 MC...........68,910 SAP.MAN.IN SPATII LIMIT.PESTE 1M CU SPRIJ.SI EVAC.MAN .IN PAM.CU UMID.NAT.ADINC.0,0-2M,T.TARE +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.75*3.5*3.5*1.5 ............................. 68,906 | |Total: ........................................ 68,906 <<| +------------------------------------------------================+ 2 TSD16A1 MC............4,900 STRAT DE REPART.DIN BALAST SUB PRISMA DE BALASTARE CF .COMPACTAT CU RULOU COMPR.DE 10-12T +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.50*3.50*0.40 ............................... 4,900 | |Total: ........................................ 4,900 <<| +------------------------------------------------================+ 3 CA09A1 MC............4,290 TURNARE BETON SIMPLU CU AGREGATE USOARE LA CONSTRUCTI I CU H<35M IN STRATURI DE 3-20 CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.5*3.5*0.35 ................................. 4,287 | |Total: ........................................ 4,287 <<| +------------------------------------------------================+ 3 2100919 10173-0001 MC............4,290 BETON DE CIMENT B50 STAS 3622 (BC 3,5)(C2.8/3.5) 4 CB02A1 MP...........55,900 COFRAJE PT.BETON IN ELEVATIE DIN PANOURI REFOL.DIN SC INDURI LA ZIDURI DREPTE INCL.SPRIJINIRILE.0-3M. +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.5*3.35*4 ................................... 46,900 | |2 3*3 .......................................... 9,000 | |Total: ........................................ 55,900 <<| +------------------------------------------------================+ 5 IZF04A1 MP...........46,900 STRAT HIDROIZOLANT CALD CU MASTIC BITUM TIP...PE SUPR AF ORIZ SAU INCLINATE PINA LA 40%

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023020 CONSTRUIRE FOSA SEPTICA 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 3.5*3.35*4 ................................... 46,900 | |Total: ........................................ 46,900 <<| +------------------------------------------------================+ 5 2600048 11203-0002 KG...........79,730 BITUM PT.MAT.+LUCR.HIDROIZOLATII TIP H 80/90 S70 64 6 IZF04B1 MP...........55,900 STRAT HIDROIZOLANT CALD CU CARTON BIT LIP MAST BITTIP ...PE SUPRAF ORIZ SAU INCLINATE PINA LA 40% 6 2600036 11203-0001 KG...........83,850 BITUM PT.MAT.+LUCR.HIDROIZOLATII TIP H 68/75 S70 64 6 2601535 11208-0001 MP...........61,490 CART BIT FARA STR ACOP (BLANC) CI300 100CMX20M S 138 7 CD04A1 MC............5,250 ZIDARIE DIN CARAMIDA PRESATA 240X115X63MM PT PROTECTI E HIDROIZOL.PERETI, CAL.1, H>3M +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 4*3.5*3*0.125 ................................ 5,250 | |Total: ........................................ 5,250 <<| +------------------------------------------------================+ 7 2101171 10174-0006 MC............1,181 MORTAR DE ZIDARIE M 50 S 1030 8 CZ0302G1 KG..........797,760 CONFECT ARMAT PT PERETI GRINZI STILPI DIAFRAGME LACON ST OBIS IN ATELIERE SANTIER OB 37 D=6-8MM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 16.62*0.40*120 ............................... 797,760 | |Total: ........................................ 797,760 <<| +------------------------------------------------================+ 9 CZ0302E1 KG.........1196,640 CONFECT ARMAT PT PERETI GRINZI STILPI DIAFRAGME LACON ST OBIS IN ATELIERE CENTRALIZATEPC 52 D=10-16 +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 16.62*0.6*120 ................................ 1196,640 | |Total: ........................................ 1196,640 <<| +------------------------------------------------================+ 10 CC02A1 KG..........798,000 MONTARE ARMAT LA CONSTR H<35M DIN BARE D<8MM IN PERET I DIAFRAGME CU DIST DIN PLASTIC

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023020 CONSTRUIRE FOSA SEPTICA PAG.: 3 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 11 CC02B1 KG.........1197,000 MONT ARMAT LA CONSTR H<35M DIN BARE D<12MM IN PE RET I DIAFRAGME CU DIST DIN PLASTIC 12 CA02C1 MC...........12,340 TURNARE BETON ARMAT IN FUNDATII CONTINUE,RADIERE SI P ERETI SUB COTA ZERO A CONSTR CU GROS <30CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3.5*4*0.25*3 ................................. 10,500 | |2 3.5*3.5*0.15 ................................. 1,837 | |Total: ........................................ 12,337 <<| +------------------------------------------------================+ 12 2100957 10173-0005 MC...........12,340 BETON DE CIMENT B200 STAS 3622 (BC15) (C12/15) 13 CF12A1 MP...........36,000 TENCUIELI SPECIALE DE PROTECTIE IMPERMEABILE LA CUVE, BAZINE,REZERVOARE,ETC.PRESIUNEA APEI<2DAN/CMP +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 3*3*4 ........................................ 36,000 | |Total: ........................................ 36,000 <<| +------------------------------------------------================+ 14 ACD01L1 BUC...........1,000 CAPAC SI RAMA STAS 2308-81 PENTRU CAMINE CU PIESA SUP ORT CAROSABIL IV 15 TSD01B1 MC...........18,000 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT,STRAT UNIFORM 10-30CM.GROS CU SFARIM.BULG.TEREN MIJL. 16 TSD04D1 MC...........18,000 COMPACTAREA CU MAI.DE MINA A UMPLUT.EXECUT.PE STRAT.C U UDAREA FIEC.STRAT DE 20CM GROS.T.COEZIV 17 CB44A1 BUC...........4,000 SUST CU POPI EXTENS PE3100R PT MONT PLACI,PREDALE TUR N PLANSEE MONOL CU GR SAU GR MONOL PL PREF 18 TRB04A1 T............28,000 TRANSPORTUL MATERIALELOR CU LOPATA(MAX.3M ORIZ SAU 2M VERT) MATERIALE CU ADERENTA 1 LOPATARE 19 TRA01A30 T............28,000 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 30 KM. ================================================================= Proiectant Constructor Beneficiar

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### . .L

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Program X-DEV (c) tel: 0232.240792, www.x-dev.ro, [email protected]

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Beneficiar : .| Constructor : .| Subunitate : | ----------------------------------------------------------------- Investitie :023 GRUP SANITAR SI FOSA SEPTICA Obiect :023.01 . Stadiu fizic :023030 RETELE EXTERIOARE CANALIZARE ----------------------------------------------------------------- Categ.lucrari: 0000 A Cantitate: 1,000 BUC. ANTEMASURATOARE 023030 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 TSA05C1 MC...........65,000 SAP.MAN.IN SPATII LIMIT.PESTE 1M CU TALUZ INCL.IN PAM .CU UMID.NAT.ADINC.0,0-2M,T.TARE 2 TSD01C1 MC...........65,000 IMPRASTIEREA CU LOPATA A PAMINT.AFINAT,STRAT UNIFORM 10-30CM.GROS CU SFARIM.BULG.TEREN TARE 3 TSD04C1 MC...........65,000 COMPACTAREA CU MAI.DE MINA A UMPLUT.EXECUT.PE STRAT.C U UDAREA FIEC.STRAT DE 20CM GROS.T.NECOEZIV 4 ACA10A1 M............65,000 MONTARE TEAVA PVC TIP 4(G) IN PAMINT IN EXTERIORUL CL ADIRILOR, AVIND DN 110 MM 5 ACD05C1 BUC...........2,000 CAMIN VIZIT. STAS 2448-73 CU HC=2 M SI SECT.RECTANG.D IN ZID.CARAMIDA PT. CANALE CIRCULARE DN 300 5 2101171 10174-0006 MC............1,582 MORTAR DE ZIDARIE M 50 S 1030 5 2100933 10173-0003 MC............1,500 BETON DE CIMENT B100 STAS 3622 (BC 7,5)(C6/7.5) 6 ACD01F1 BUC...........2,000 CAPAC SI RAMA STAS 2308-81 PENTRU CAMINE FARA PIESA S UPORT CAROSABIL TIP IV 7 ACD02B1 BUC...........2,000 TREPTE OTEL BETON D=20 MM PT CAMINE DIN ZIDARIE CARAM IDA, BETON MONOLIT, SAU BOLTARI PREFABRICATI 8 TRA01A15 T.............2,500 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 15 KM. 9 TRB01C15 T.............2,500 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 50M

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023030 RETELE EXTERIOARE CANALIZARE PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= ================================================================= Proiectant Constructor Beneficiar ### . .L Program X-DEV (c) tel: 0232.240792, www.x-dev.ro, [email protected]