[KOSZTORYS ATHENASOFT] co=3DCopyright Athenasoft sp. z o.o. wf=3D4 pr=3DNORMA 4.03 nan=3DWej=9Ccie 2 przebudowa schod=F3w wej=9Cciowych, podjazd dla = niepe=B3nosprawnych,daszek. pe=3D2 op=3D1 opn=3D2 0 2 1 1 0 1 8 0 0 0 0 0 0 1. 1 1 0 1 prn=3D2 2 2 2 4 1 6 2 own=3D2 1 1 0 1 1 0 1 0 0 0 1 1 0 1 0 poz. < > 1 0 0 0 pm=3Ddzia=B3 dzia=B3 pd=3Ddzia=B3u dzia=B3u mm=3Ddzia=B3y dzia=B3y md=3Ddzia=B3=F3w dzia=B3=F3w wan=3DPLN wk=3D0 na=3D [STRONA TYT] na=3DKOSZTORYS NAK=A3ADCZY nb=3DPrzebudowa schod=F3w wej=9Cciowych do budynku na schody z kostki = betonowej z podjazdem dla niepe=B3nosprawnych , wykonanie por=EAczy, = wykonanie zadaszenia nad wej=9Cciami z poliw=EAglanu. ab=3DWrze=9Cnia, ul. Sikorskiego 38 biurowiec -wej=9Ccie nr 2 =20 ni=3DUrz=B9d Miasta i Gminy we Wrze=9Cni, Wydzia=B3 Gospodarki = Mieszkaniowej ai=3D62-300 Wrze=9Cnia ul. Chopina 9 nw=3D=20 br=3Dbudowlana nk=3Dmgr in=BF. Grzegorz Rogalewicz dt=3DPa=9Fdziernik 2023 r. [RMS ZEST 1] ty=3DM na=3Dacetylen techniczny rozpuszczony id=3D1540001 2 jm=3Dkg 033 ce=3D0 il=3D0.356 [RMS ZEST 2] ty=3DM na=3Dbalustrady i pochwyty stalowe podestu i schod=F3w z elementami = mocuj=B9cymi id=3D1320099 2 jm=3Dm 040 ce=3D0 il=3D4.3 [RMS ZEST 3] ty=3DM na=3Dbalustrady i pochwyty stalowe w pochylni dla niep=B3nosprawnych z = elementami mocuj=B9cymi id=3D1320099 2 jm=3Dm 040 ce=3D0 il=3D12 [RMS ZEST 4] ty=3DS na=3Dbetoniarka wolnospadowa elektryczna id=3D43211 1 jm=3Dm-g 148 ce=3D0 il=3D3.7808 [RMS ZEST 5] ty=3DR na=3Dbetoniarze gr.II id=3D002 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 6] ty=3DR na=3Dblacharze gr.II id=3D022 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 7] ty=3DR na=3Dbrukarze gr.II id=3D032 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 8] ty=3DR na=3Dbrukarze gr.III id=3D033 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 9] ty=3DM na=3Dcement portlandzki zwyk=B3y bez dodatk=F3w 35' id=3D1700301 1 jm=3Dt 034 ce=3D0 il=3D1.6561 [RMS ZEST 10] ty=3DR na=3Dcie=9Cle gr.II id=3D042 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 11] ty=3DM na=3Ddaszek nad drzwiami wej=9Cciowymi id=3D1566899 2 jm=3Dm2 050 ce=3D0 il=3D1.5 [RMS ZEST 12] ty=3DM na=3Ddeski iglaste obrzynane 25 mm kl.III id=3D2600619 1 jm=3Dm3 060 ce=3D0 il=3D0.048 [RMS ZEST 13] ty=3DR na=3Delektromonterzy gr.III id=3D663 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 14] ty=3DM na=3Demulsja gruntuj=B9ca pod tynki cienkowarstwowe id=3D1552327 1 jm=3Dkg 033 ce=3D0 il=3D2 [RMS ZEST 15] ty=3DM na=3Dfarby emulsyjne nawierzchniowe barwione id=3D1502110 2 jm=3Ddm3 066 ce=3D0 il=3D3.47 [RMS ZEST 16] ty=3DM na=3Dfolia polietylenowa id=3D1560200 2 jm=3Dm2 050 ce=3D0 il=3D14.28 [RMS ZEST 17] ty=3DM na=3Dkostka brukowa 6 cm , przemys=B3owa, bez fazy id=3D2222110 1 jm=3Dm2 050 ce=3D0 il=3D12.7715 [RMS ZEST 18] ty=3DM na=3Dkostka brukowa przemys=B3owa 8 cm szara id=3D2222120 1 jm=3Dm2 050 ce=3D0 il=3D6.15 [RMS ZEST 19] ty=3DR na=3Dmalarze gr.II id=3D122 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 20] ty=3DR na=3Dmalarze gr.III id=3D123 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 21] ty=3DM na=3Dmieszanka betonowa - przygotowana na budowie id=3D2370699 1 jm=3Dm3 060 ce=3D0 il=3D1.248 [RMS ZEST 22] ty=3DR na=3Dmonta=BFy=9Cci gr.II id=3D612 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 23] ty=3DR na=3Dmonta=BFy=9Cci gr.III id=3D613 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 24] ty=3DR na=3Dmurarze gr.II id=3D342 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 25] ty=3DR na=3Dogrodnicy gr.II id=3D762 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 26] ty=3DM na=3Doporniki drogowe betonowe 100 x12x30 cm - szare id=3D2223041 1 jm=3Dm 040 ce=3D0 il=3D16.014 [RMS ZEST 27] ty=3DM na=3Doporniki drogowe betonowe 100 x15x30 cm - szare id=3D2223041 1 jm=3Dm 040 ce=3D0 il=3D12.954 [RMS ZEST 28] ty=3DM na=3Dpiasek' id=3D1601899 1 jm=3Dm3 060 ce=3D0 il=3D10.2406 [RMS ZEST 29] ty=3DS na=3Dpi=B3a do ci=EAcia kostki id=3D75200 1 jm=3Dm-g 148 ce=3D0 il=3D0.4615 [RMS ZEST 30] ty=3DR na=3Drobocizna id=3D999 1 jm=3Dr-g 149 ce=3D0 il=3D276.7226 [RMS ZEST 31] ty=3DR na=3Drobocizna id=3D 1 jm=3Dr-g 149 ce=3D25.33 il=3D0 [RMS ZEST 32] ty=3DR na=3Drobocizna id=3D999 3 jm=3Dr-g 149 ce=3D12.5 il=3D0 [RMS ZEST 33] ty=3DR na=3Drobocizna id=3D999 3 jm=3Dr-g 149 ce=3D14 il=3D0 [RMS ZEST 34] ty=3DR na=3Drobocizna id=3D999 3 jm=3Dr-g 149 ce=3D12.5 il=3D0 [RMS ZEST 35] ty=3DR na=3Drobocizna id=3D999 3 jm=3Dr-g 149 ce=3D26.63 il=3D0 [RMS ZEST 36] ty=3DR na=3Drobocizna' id=3D999 1 jm=3Dr-g 149 ce=3D3.5 il=3D0 [RMS ZEST 37] ty=3DR na=3Drobotnicy id=3D391 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 38] ty=3DR na=3Drobotnicy id=3D999 1 jm=3Dr-g 149 ce=3D14 il=3D0 [RMS ZEST 39] ty=3DR na=3Drobotnicy budowlani gr.I id=3D999 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 40] ty=3DR na=3Drobotnicy gr.I id=3D391 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 41] ty=3DR na=3Drobotnicy gr.II id=3D392 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 42] ty=3DR na=3Dstolarze budowlani gr.II id=3D412 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 43] ty=3DM na=3Dsucha mieszanka tynkarska mineralna id=3D2350012 1 jm=3Dkg 033 ce=3D0 il=3D20 [RMS ZEST 44] ty=3DS na=3D=9Crodek transportowy id=3D39000 1 jm=3Dm-g 148 ce=3D0 il=3D0.163 [RMS ZEST 45] ty=3DS na=3D=9Crodek transportowy id=3D39500 1 jm=3Dm-g 148 ce=3D0 il=3D14.2175 [RMS ZEST 46] ty=3DM na=3Dtlen techniczny spr=EA=BFony id=3D1540400 2 jm=3Dm3 060 ce=3D0 il=3D0.8455 [RMS ZEST 47] ty=3DR na=3Dtynkarze gr.II id=3D462 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 48] ty=3DR na=3Dtynkarze gr.III id=3D463 1 jm=3Dr-g 149 ce=3D0 il=3D0 [RMS ZEST 49] ty=3DS na=3Dwibrator powierzchniowy id=3D45100 1 jm=3Dm-g 148 ce=3D0 il=3D2.3998 [RMS ZEST 50] ty=3DM na=3D=BFwir do beton=F3w zwyk=B3ych wielofrakcyjny id=3D1602599 1 jm=3Dm3 060 ce=3D0 il=3D2.0835 [RMS ZEST 51] ty=3DM 1 na=3Dmateria=B3y pomocnicze id=3D0000000 1 jm=3D% 147 il=3D-0 [ELEMENT 1] na=3DWEJ=8CCIE NR 2 SCHODY wa=3D0 kn=3D0 0 0 id=3D422 nu=3D1 [ELEMENT 2] na=3DRozbi=F3rka schod=F3w wa=3D0 kn=3D0 0 0 id=3D654 nu=3D1.1 [POZYCJA] id=3D770 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 1301-03 4-01 1301-03 1 na=3DDemonta=BF balustrad schodowych prostych [demonta=BF demolacyjny = wsp do R=3D0,3] uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D1 ob=3D4.45 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D4.45 1 2,75+1,7 =09 [RMS 30] nz=3D0.453 0 1,51*0,3 np=3D1 wa=3D0 wb=3D0 [RMS 46] nz=3D0.19 0 0,19 np=3D1 wa=3D0 wb=3D0 [RMS 1] nz=3D0.08 0 0,08 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D771 pd=3DIGM wyd.I 2002 KNR 0-34 0112-09 0-34 0112-09 1 na=3DDemonta=BF z odzyskiem - odb=F3j gumowy uw=3Dkalk. w=B3asna op=3D0 0 0 0 0 0 nu=3D2 ob=3D4.45 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D4.45 1 2,75+1,7 =09 [RMS 30] nz=3D0.273 0 0,39*0,7 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D651 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 0212-05 4-01 0212-05 1 na=3DR=EAczna rozbi=F3rka element=F3w konstrukcji betonowych - = istniej=B9ce schody, podest uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D3 ob=3D2.6 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D2.6 1 3,4*1,7*0,45 =09 [RMS 30] nz=3D24.8 0 24,8 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D772 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0803-01 2-31 = 0803-01 1 na=3DR=EAczne rozebranie nawierzchni z mieszanek mineralno-bitumicznych = o grub. 3 cm op=3D0 0 0 0 0 0 nu=3D4 ob=3D15 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D4.8 1 0,6*[2,3*2+3,4] podest=09 wo=3D10.2 1 1,7*6,0 pochylnia=09 [RMS 30] nz=3D0.4158 0 0,4158 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D773 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0803-02 2-31 = 0803-02 1 na=3DR=EAczne rozebranie nawierzchni z mieszanek mineralno-bitumicznych = - dalszy 1 cm grub. op=3D0 0 0 0 0 0 nu=3D5 ob=3D15 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D5 [PRZEDMIAR] wo=3D4.8 1 4,8 podest=09 wo=3D10.2 1 1,7*6,0 pochylnia=09 [RMS 30] nz=3D0.0714 0 0,0714 np=3D1 wa=3D0 wb=3D0 [ELEMENT 2] na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - podest i = schody wa=3D0 kn=3D0 0 0 id=3D660 nu=3D1.2 [POZYCJA] id=3D656 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0102-03 4-01 0102-03 = 1 na=3DWykopy w=B9skoprzestrzenne,nieumocnione o szer.dna do 1.5 m i = g=B3=EAbok.do 1.5 m w gr.kat. IV - pod =9Cciank=EA oporow=B9 podestu op=3D0 0 0 0 0 0 nu=3D6 ob=3D3.57 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D3.57 1 0,6*0,7* [1,7*2+4,1+0,5*2] =09 [RMS 30] nz=3D2.71 0 2,71 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D657 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D7 ob=3D5.1 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D5.1 1 0,6* [1,7*2+4,1+0,5*2] =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D666 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-06 2-31 = 0105-06 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - za ka=BFdy = dalszy 1 cm grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D8 ob=3D5.1 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D2 [PRZEDMIAR] wo=3D5.1 1 5,1 =09 [RMS 30] nz=3D0.0395 0 0,0395 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0129 0 0,0129 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0029 0 0,0029 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D658 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0402-04 2-31 = 0402-04 1 na=3D=A3awa pod kraw=EA=BFniki betonowa z oporem op=3D0 0 0 0 0 0 nu=3D9 ob=3D0.28 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.28 1 [0,2*0,1+0,3*0,1*2]*3,5 =09 ko=3D=09 [RMS 30] nz=3D9.02 0 9,02 np=3D1 wa=3D0 wb=3D0 [RMS 12] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.27 0 0,27 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 21] nz=3D1.04 0 1,04 np=3D0 wa=3D0 wb=3D0 [POZYCJA] id=3D667 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0214-03 4-01 0214-03 = 1 na=3DPrzygotowanie masy betonowej - beton =BFwirowy kl.B-15 [C12/15] op=3D0 0 0 0 0 0 nu=3D10 ob=3D0.3 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.3 1 0,3 =09 [RMS 30] nz=3D2.26 0 2,26 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.279 0 0,279 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.445 0 0,445 np=3D1 wa=3D0 wb=3D0 [RMS 50] nz=3D0.766 0 0,766 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 4] nz=3D1.39 0 1,39 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D659 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-03 2-31 = 0403-03 1 na=3DKraw=EA=BFniki betonowe wystaj=B9ce o wym. 15x30 cm na podsypce = cem.piaskowej- =9Ccianka oporowa z betonowych opornik=F3w drogowych 100 = x15 x 30 cm ustawionych pionowo na podsypce cementowo - piaskowej i = =B3awie betonowej z oporem uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D11 ob=3D9.3 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D9.3 1 0,3*31 =09 [RMS 30] nz=3D0.429 0 0,429 np=3D1 wa=3D0 wb=3D0 [RMS 27] nz=3D1.02 0 1,02 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0127 0 0,0127 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0039 0 0,0039 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3DZasypanie przestrzeni pod schody i podest wa=3D0 kn=3D0 0 0 id=3D688 nu=3D1.3 [POZYCJA] id=3D689 pd=3DORGBUD wyd. spec. 1998 KNR 2-02 1101-07 2-02 1101-07 1 na=3DPodk=B3ady z ubitych materia=B3=F3w sypkich na pod=B3.gruntowym op=3D0 0 0 0 0 0 nu=3D12 ob=3D2.54 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D2.54 1 4,1*1,55*0,4 =09 [RMS 30] nz=3D4.32 0 4,32 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D1.08 0 1,08 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - podstopnica = 1 wa=3D0 kn=3D0 0 0 id=3D669 nu=3D1.4 [POZYCJA] id=3D670 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0102-03 4-01 0102-03 = 1 na=3DWykopy w=B9skoprzestrzenne,nieumocnione o szer.dna do 1.5 m i = g=B3=EAbok.do 1.5 m w gr.kat. IV - pod =9Cciank=EA oporow=B9 - = podstopnica op=3D0 0 0 0 0 0 nu=3D13 ob=3D0.41 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.41 1 0,6*0,4* 1,7 =09 [RMS 30] nz=3D2.71 0 2,71 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D671 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D14 ob=3D1.02 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.02 1 0,6*1,7 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D672 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0402-04 2-31 = 0402-04 1 na=3D=A3awa pod kraw=EA=BFniki betonowa z oporem op=3D0 0 0 0 0 0 nu=3D15 ob=3D0.07 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.07 1 [0,2*0,1+0,1*0,1*2]*1,7 =09 ko=3D=09 [RMS 30] nz=3D9.02 0 9,02 np=3D1 wa=3D0 wb=3D0 [RMS 12] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.27 0 0,27 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 21] nz=3D1.04 0 1,04 np=3D0 wa=3D0 wb=3D0 [POZYCJA] id=3D675 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0214-03 4-01 0214-03 = 1 na=3DPrzygotowanie masy betonowej - beton =BFwirowy kl.B-15 [C12/15] op=3D0 0 0 0 0 0 nu=3D16 ob=3D0.8 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.8 1 0,8 =09 [RMS 30] nz=3D2.26 0 2,26 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.279 0 0,279 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.445 0 0,445 np=3D1 wa=3D0 wb=3D0 [RMS 50] nz=3D0.766 0 0,766 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 4] nz=3D1.39 0 1,39 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D673 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-03 2-31 = 0403-03 1 na=3DKraw=EA=BFniki betonowe wystaj=B9ce o wym. 15x30 cm na podsypce = cem.piaskowej- =9Ccianka oporowa z betonowych opornik=F3w drogowych 100 = x15 x 30 cm ustawionych poziomo na podsypce cementowo - piaskowej i = =B3awie betonowej z oporem uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D17 ob=3D1.7 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.7 1 1,7 =09 [RMS 30] nz=3D0.429 0 0,429 np=3D1 wa=3D0 wb=3D0 [RMS 27] nz=3D1.02 0 1,02 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0127 0 0,0127 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0039 0 0,0039 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - podstopnica = 2 wa=3D0 kn=3D0 0 0 id=3D774 nu=3D1.5 [POZYCJA] id=3D775 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0102-03 4-01 0102-03 = 1 na=3DWykopy w=B9skoprzestrzenne,nieumocnione o szer.dna do 1.5 m i = g=B3=EAbok.do 1.5 m w gr.kat. IV - pod =9Cciank=EA oporow=B9 - = podstopnica op=3D0 0 0 0 0 0 nu=3D18 ob=3D0.41 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.41 1 0,6*0,4* 1,7 =09 [RMS 30] nz=3D2.71 0 2,71 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D776 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D19 ob=3D1.02 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.02 1 0,6*1,7 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D777 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0402-04 2-31 = 0402-04 1 na=3D=A3awa pod kraw=EA=BFniki betonowa z oporem op=3D0 0 0 0 0 0 nu=3D20 ob=3D0.07 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.07 1 [0,2*0,1+0,1*0,1*2]*1,7 =09 ko=3D=09 [RMS 30] nz=3D9.02 0 9,02 np=3D1 wa=3D0 wb=3D0 [RMS 12] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.27 0 0,27 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 21] nz=3D1.04 0 1,04 np=3D0 wa=3D0 wb=3D0 [POZYCJA] id=3D778 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0214-03 4-01 0214-03 = 1 na=3DPrzygotowanie masy betonowej - beton =BFwirowy kl.B-15 [C12/15] op=3D0 0 0 0 0 0 nu=3D21 ob=3D0.8 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.8 1 0,8 =09 [RMS 30] nz=3D2.26 0 2,26 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.279 0 0,279 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.445 0 0,445 np=3D1 wa=3D0 wb=3D0 [RMS 50] nz=3D0.766 0 0,766 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 4] nz=3D1.39 0 1,39 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D779 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-03 2-31 = 0403-03 1 na=3DKraw=EA=BFniki betonowe wystaj=B9ce o wym. 15x30 cm na podsypce = cem.piaskowej- =9Ccianka oporowa z betonowych opornik=F3w drogowych 100 = x15 x 30 cm ustawionych poziomo na podsypce cementowo - piaskowej i = =B3awie betonowej z oporem uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D22 ob=3D1.7 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.7 1 1,7 =09 [RMS 30] nz=3D0.429 0 0,429 np=3D1 wa=3D0 wb=3D0 [RMS 27] nz=3D1.02 0 1,02 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0127 0 0,0127 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0039 0 0,0039 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3DUk=B3adanie kostki na stopniach i pode=9Ccie wa=3D0 kn=3D0 0 0 id=3D682 nu=3D1.6 [POZYCJA] id=3D684 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D23 ob=3D4.96 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D4.96 1 1,6*3,1 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D685 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-06 2-31 = 0105-06 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - za ka=BFdy = dalszy 1 cm grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D24 ob=3D5 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D2 [PRZEDMIAR] wo=3D5 1 5 =09 ko=3D=09 [RMS 30] nz=3D0.0395 0 0,0395 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0129 0 0,0129 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0029 0 0,0029 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D695 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0511-02 2-31 = 0511-02 1 na=3DNawierzchnie z kostki brukowej betonowej grub. 6 cm na podsypce = cementowo-piaskowej na pode=9Ccie op=3D0 0 0 0 0 0 nu=3D25 ob=3D5 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D5 1 5 =09 [RMS 30] nz=3D1.2342 0 1,2342 np=3D1 wa=3D0 wb=3D0 [RMS 17] nz=3D1.025 0 1,025 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0788 0 0,0788 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0117 0 0,0117 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 49] nz=3D0.13 0 0,13 np=3D1 wa=3D0 wb=3D0 [RMS 29] nz=3D0.025 0 0,025 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D697 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0511-02 2-31 = 0511-02 1 na=3DNawierzchnie z kostki brukowej betonowej grub. 6 cm na podsypce = cementowo-piaskowej - stopnice o szeroko=9Cci 35 cm uw=3Dkalk. w=B3asna op=3D0 0 0 0 0 0 nu=3D26 ob=3D0.62 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.62 1 1,55*0,2*2 =09 [RMS 30] nz=3D1.8513 0 1,2342*1,5 np=3D1 wa=3D0 wb=3D0 [RMS 17] nz=3D1.025 0 1,025 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0788 0 0,0788 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0117 0 0,0117 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 49] nz=3D0.13 0 0,13 np=3D1 wa=3D0 wb=3D0 [RMS 29] nz=3D0.025 0 0,025 np=3D1 wa=3D0 wb=3D0 [ELEMENT 1] na=3DWEJ=8CCIE NR 2 POCHYLNIA=20 wa=3D0 kn=3D0 0 0 id=3D698 nu=3D2 [ELEMENT 2] na=3D=8Ccianka oporowe z betonowych opornik=F3w drogowych - zewn=EAtrzna = i przy budynku wa=3D0 kn=3D0 0 0 id=3D702 nu=3D2.1 [POZYCJA] id=3D703 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0102-03 4-01 0102-03 = 1 na=3DWykopy w=B9skoprzestrzenne,nieumocnione o szer.dna do 1.5 m i = g=B3=EAbok.do 1.5 m w gr.kat. IV - pod =9Cciank=EA oporow=B9 op=3D0 0 0 0 0 0 nu=3D27 ob=3D6.05 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6.05 1 [0,6*0,7*[5,7+1,5]]*2 =09 [RMS 30] nz=3D2.71 0 2,71 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D704 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D28 ob=3D8.64 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D8.64 1 0,6*[5,7+1,5]*2 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D705 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-06 2-31 = 0105-06 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - za ka=BFdy = dalszy 1 cm grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D29 ob=3D8.64 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D2 [PRZEDMIAR] wo=3D8.64 1 8,64 =09 [RMS 30] nz=3D0.0395 0 0,0395 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0129 0 0,0129 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0029 0 0,0029 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D706 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0402-04 2-31 = 0402-04 1 na=3D=A3awa pod kraw=EA=BFniki betonowa z oporem op=3D0 0 0 0 0 0 nu=3D30 ob=3D0.69 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.69 1 [0,2*0,1+0,3*0,1*2]*8,64 =09 [RMS 30] nz=3D9.02 0 9,02 np=3D1 wa=3D0 wb=3D0 [RMS 12] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.27 0 0,27 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 21] nz=3D1.04 0 1,04 np=3D0 wa=3D0 wb=3D0 [POZYCJA] id=3D707 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0214-03 4-01 0214-03 = 1 na=3DPrzygotowanie masy betonowej - beton =BFwirowy kl.B-15 [C12/15] op=3D0 0 0 0 0 0 nu=3D31 ob=3D0.72 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.72 1 0,72 =09 [RMS 30] nz=3D2.26 0 2,26 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.279 0 0,279 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.445 0 0,445 np=3D1 wa=3D0 wb=3D0 [RMS 50] nz=3D0.766 0 0,766 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 4] nz=3D1.39 0 1,39 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D708 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-03 2-31 = 0403-03 1 na=3DKraw=EA=BFniki betonowe wystaj=B9ce o wym. 15x30 cm na podsypce = cem.piaskowej- =9Ccianka oporowa z betonowych opornik=F3w drogowych 100 = x12 x 30 cm ustawionych pionowo na podsypce cementowo - piaskowej i = =B3awie betonowej z oporem- [ ustawienie schodkowe 5+5+6+6 sztx 1,0 m + = 6+6 szt x0,83 m + 7+7 szt x 0,66 m na =B3awie w jednym poziomie ] uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D32 ob=3D14.4 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D14.4 1 0,3*48 =09 [RMS 30] nz=3D0.429 0 0,429 np=3D1 wa=3D0 wb=3D0 [RMS 26] nz=3D1.02 0 1,02 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0127 0 0,0127 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0039 0 0,0039 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D742 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-07 2-31 = 0403-07 1 na=3DKraw=EA=BFniki betonowe - dod.za doci=EAcia uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D33 ob=3D26 jm=3Dszt 020 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D26 1 [6+7]*2 =09 [RMS 30] nz=3D0.357 0 0,357 np=3D1 wa=3D0 wb=3D0 [ELEMENT 2] na=3DZasypanie przestrzeni pomi=EAdzy bydunkiem a =9Cciank=B9 oporow=B9 wa=3D0 kn=3D0 0 0 id=3D715 nu=3D2.2 [POZYCJA] id=3D716 pd=3DORGBUD wyd. spec. 1998 KNR 2-02 1101-07 2-02 1101-07 1 na=3DPodk=B3ady z ubitych materia=B3=F3w sypkich na pod=B3.gruntowym op=3D0 0 0 0 0 0 nu=3D34 ob=3D1.48 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.48 1 1,3*5,7*0,4*0,5 =09 [RMS 30] nz=3D4.32 0 4,32 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D1.08 0 1,08 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3DPr=F3g oporowy najazdowy (dolny) wa=3D0 kn=3D0 0 0 id=3D728 nu=3D2.3 [POZYCJA] id=3D729 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D35 ob=3D0.65 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.65 1 0,5*1,3 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D730 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0402-04 2-31 = 0402-04 1 na=3D=A3awa pod kraw=EA=BFniki betonowa z oporem op=3D0 0 0 0 0 0 nu=3D36 ob=3D0.09 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.09 1 0,07*1,3 =09 ko=3D=09 [RMS 30] nz=3D9.02 0 9,02 np=3D1 wa=3D0 wb=3D0 [RMS 12] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.27 0 0,27 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 21] nz=3D1.04 0 1,04 np=3D0 wa=3D0 wb=3D0 [POZYCJA] id=3D731 pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996 KNR 4-01 0214-03 4-01 0214-03 = 1 na=3DPrzygotowanie masy betonowej - beton =BFwirowy kl.B-15 [C12/15] op=3D0 0 0 0 0 0 nu=3D37 ob=3D0.1 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D0.1 1 0,1 =09 [RMS 30] nz=3D2.26 0 2,26 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.279 0 0,279 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.445 0 0,445 np=3D1 wa=3D0 wb=3D0 [RMS 50] nz=3D0.766 0 0,766 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 4] nz=3D1.39 0 1,39 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D732 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0403-05 2-31 = 0403-05 1 na=3DKraw=EA=BFniki betonowe wtopione na podsypce cem.piaskowej uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D38 ob=3D1.3 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.3 1 1,3 =09 [RMS 30] nz=3D0.3255 0 0,3255 np=3D1 wa=3D0 wb=3D0 [RMS 26] nz=3D1.02 0 1,02 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0111 0 0,0111 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0032 0 0,0032 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3DUk=B3adanie kostki na pochylni wa=3D0 kn=3D0 0 0 id=3D733 nu=3D2.4 [POZYCJA] id=3D734 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D39 ob=3D6.84 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6.84 1 1,2*5,7 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D735 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-06 2-31 = 0105-06 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - za ka=BFdy = dalszy 1 cm grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D40 ob=3D6.84 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D2 [PRZEDMIAR] wo=3D6.84 1 6,84 =09 ko=3D=09 [RMS 30] nz=3D0.0395 0 0,0395 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0129 0 0,0129 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0029 0 0,0029 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D736 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0511-02 2-31 = 0511-02 1 na=3DNawierzchnie z kostki brukowej betonowej grub. 6 cm na podsypce = cementowo-piaskowej na pode=9Ccie op=3D0 0 0 0 0 0 nu=3D41 ob=3D6.84 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6.84 1 6,84 =09 [RMS 30] nz=3D1.2342 0 1,2342 np=3D1 wa=3D0 wb=3D0 [RMS 17] nz=3D1.025 0 1,025 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0788 0 0,0788 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0117 0 0,0117 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 49] nz=3D0.13 0 0,13 np=3D1 wa=3D0 wb=3D0 [RMS 29] nz=3D0.025 0 0,025 np=3D1 wa=3D0 wb=3D0 [ELEMENT 1] na=3DPor=EAcze wa=3D0 kn=3D0 0 0 id=3D744 nu=3D3 [POZYCJA] id=3D754 pd=3DWACETOB wyd.I 1997 KNR-W 2-02 1207-02 2-02 1207-02 1 na=3DBalustrady obustronne pochylni dla niepe=B3nosprawnych osadzone w = elementach betonowych =9Ccianek oporowych uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D42 ob=3D12 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D12 1 6,0*2 =09 [RMS 30] nz=3D2.07 0 2,07 np=3D1 wa=3D0 wb=3D0 [RMS 3] nz=3D1 0 1 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 44] nz=3D0.01 0 0,01 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D755 pd=3DWACETOB wyd.I 1997 KNR-W 2-02 1207-02 2-02 1207-02 1 na=3DBalustrady podestu i schod=F3w osadzone w elementach betonowych = =9Ccianek oporowych uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D43 ob=3D4.3 jm=3Dm 040 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D4.3 1 4,3 =09 [RMS 30] nz=3D2.07 0 2,07 np=3D1 wa=3D0 wb=3D0 [RMS 2] nz=3D1 0 1 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 44] nz=3D0.01 0 0,01 np=3D1 wa=3D0 wb=3D0 [ELEMENT 1] na=3DDaszek z poliw=EAglanu wa=3D0 kn=3D0 0 0 id=3D756 nu=3D4 [POZYCJA] id=3D759 pd=3DKancelaria Prezesa Rady Ministr=F3w 2001 KNNR 2 1105-03 2 1105-03 = 1 na=3DDaszek nad drzwiami wej=9Cciowymi , 150 x 100 cm. Demonta=BF = starego , monta=BF nowego uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D44 ob=3D1.5 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D1.5 1 1,5*1,0 =09 [RMS 30] nz=3D5.2 0 5,2 np=3D1 wa=3D0 wb=3D0 [RMS 11] nz=3D1 0 1 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D15 0 15 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 1] na=3DRoboty uzupe=B3niaj=B9ce wa=3D0 kn=3D0 0 0 id=3D591 nu=3D5 [ELEMENT 2] na=3DElewacja wa=3D0 kn=3D0 0 0 id=3D761 nu=3D5.1 [POZYCJA] id=3D618 pd=3DIGM wyd.I 1999 KNR 0-23 2611-01 0-23 2611-01 1 na=3DOczyszczenie mechaniczne i zmycie - tynku zewn=EAtrznego op=3D0 0 0 0 0 0 nu=3D45 ob=3D10 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D10 1 10 =09 [RMS 30] nz=3D0.272 0 0,272 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D619 pd=3DIGM wyd.I 1999 KNR 0-23 2611-02 0-23 2611-02 1 na=3DJednokrotne gruntowanie emulsj=B9 op=3D0 0 0 0 0 0 nu=3D46 ob=3D10 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D10 1 10 =09 [RMS 30] nz=3D0.0662 0 0,0662 np=3D1 wa=3D0 wb=3D0 [RMS 14] nz=3D0.2 0 0,2 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D620 pd=3DIGM wyd.I 1999 KNR 0-23 0932-02 0-23 0932-02 1 na=3DWyprawa elewacyjna cienkowarstwowa z tynku mineralnego op=3D0 0 0 0 0 0 nu=3D47 ob=3D5 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D5 1 5 =09 [RMS 30] nz=3D0.5126 0 0,5126 np=3D1 wa=3D0 wb=3D0 [RMS 43] nz=3D4 0 4 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D1.5 0 1,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 45] nz=3D0.0115 0 0,0115 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D621 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 1204-04 4-01 1204-04 1 na=3DDwukrotne malowanie farbami emulsyjnymi elewacji - beton op=3D0 0 0 0 0 0 nu=3D48 ob=3D10 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D10 1 10 =09 [RMS 30] nz=3D0.159 0 0,159 np=3D1 wa=3D0 wb=3D0 [RMS 15] nz=3D0.347 0 0,347 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D635 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 1216-01 4-01 1216-01 1 na=3DZabezpieczenia foli=B9 op=3D0 0 0 0 0 0 nu=3D49 ob=3D40 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D40 1 40 =09 [RMS 30] nz=3D0.057 0 0,057 np=3D1 wa=3D0 wb=3D0 [RMS 16] nz=3D0.357 0 0,357 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D2 0 2 np=3D0 op=3DM wa=3D0 wb=3D0 [ELEMENT 2] na=3DOtoczenie schod=F3w i pochylni wa=3D0 kn=3D0 0 0 id=3D762 nu=3D5.2 [POZYCJA] id=3D763 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0803-01 2-31 = 0803-01 1 na=3DR=EAczne rozebranie nawierzchni z mieszanek mineralno-bitumicznych = o grub. 3 cm op=3D0 0 0 0 0 0 nu=3D50 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.4158 0 0,4158 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D764 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0803-02 2-31 = 0803-02 1 na=3DR=EAczne rozebranie nawierzchni z mieszanek mineralno-bitumicznych = - dalszy 1 cm grub. op=3D0 0 0 0 0 0 nu=3D51 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D5 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.0714 0 0,0714 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D765 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0102-01 2-31 = 0102-01 1 na=3DWykonanie koryta na poszerzeniach jezdni w gruncie kat.II-IV - 10 = cm g=B3=EAbok.koryta op=3D0 0 0 0 0 0 nu=3D52 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.4287 0 0,4287 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D766 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0103-03 2-31 = 0103-03 1 na=3DR=EAczne profilowanie i zag=EAszenie pod=B3o=BFa pod warstwy = konstrukcyjne nawierzchni op=3D0 0 0 0 0 0 nu=3D53 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.2671 0 0,2671 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D767 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-05 2-31 = 0105-05 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - 3 cm = grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D54 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.2136 0 0,2136 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0389 0 0,0389 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0088 0 0,0088 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D768 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0105-06 2-31 = 0105-06 1 na=3DPodsypka cem.-piaskowa z zag=EAszczeniem r=EAcznym - za ka=BFdy = dalszy 1 cm grub.warstwy po zag=EAszcz. op=3D0 0 0 0 0 0 nu=3D55 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 krn=3D7 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D0.0395 0 0,0395 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0129 0 0,0129 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0029 0 0,0029 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [POZYCJA] id=3D769 pd=3DORGBUD wyd.III 1993 biuletyny do 9 1996 KNR 2-31 0511-03 2-31 = 0511-03 1 na=3DNawierzchnie z kostki brukowej betonowej grub. 8 cm na podsypce = cementowo-piaskowej op=3D0 0 0 0 0 0 nu=3D56 ob=3D6 jm=3Dm2 050 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D6 1 6 =09 [RMS 30] nz=3D1.3032 0 1,3032 np=3D1 wa=3D0 wb=3D0 [RMS 18] nz=3D1.025 0 1,025 np=3D1 wa=3D0 wb=3D0 [RMS 28] nz=3D0.0818 0 0,0818 np=3D1 wa=3D0 wb=3D0 [RMS 9] nz=3D0.0117 0 0,0117 np=3D1 wa=3D0 wb=3D0 [RMS 51] nz=3D0.5 0 0,5 np=3D0 op=3DM wa=3D0 wb=3D0 [RMS 49] nz=3D0.13 0 0,13 np=3D1 wa=3D0 wb=3D0 [RMS 29] nz=3D0.025 0 0,025 np=3D1 wa=3D0 wb=3D0 [ELEMENT 1] na=3DWyw=F3z materia=B3=F3w rozbi=F3rkowych wa=3D0 kn=3D0 0 0 id=3D647 nu=3D6 [POZYCJA] id=3D645 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 0109-14 4-01 0109-14 1 na=3DWywiezienie samochodami skrzyniowymi materia=B3=F3w z rozbieranych = konstrukcji na odleg=B3o=9C=E6 1 km uw=3Danalogia op=3D0 0 0 0 0 0 nu=3D57 ob=3D8 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 [PRZEDMIAR] wo=3D8 1 8 =09 [RMS 30] nz=3D2.34 0 2,34 np=3D1 wa=3D0 wb=3D0 [RMS 45] nz=3D1.21 0 1,21 np=3D1 wa=3D0 wb=3D0 [POZYCJA] id=3D646 pd=3DWACETOB wyd.I 1997 KNR-W 4-01 0109-16 4-01 0109-16 1 na=3DWywiezienie samochodami skrzyniowymi materia=B3=F3w z rozbieranych = konstrukcji na ka=BFdy nast=EApny 1 km - dalsze 14 km op=3D0 0 0 0 0 0 nu=3D58 ob=3D8 jm=3Dm3 060 kj=3D0 0 0 cj=3D0 krn=3D14 [PRZEDMIAR] wo=3D8 1 8 =09 [RMS 45] nz=3D0.04 0 0,04 np=3D1 wa=3D0 wb=3D0