[KOSZTORYS ATHENASOFT]
co=3DCopyright Athenasoft sp. z o.o.
wf=3D4
pr=3DNORMA	4.03
nan=3DWej=9Ccie 1  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  /=8CLEPY /
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 1 =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=3D=20
dt=3DPa=9Fdziernik 2023 r.

[RMS ZEST 1]
ty=3DM
na=3Dbalustrady i pochwyty stalowe  podestu i schod=F3w z elementami =
mocuj=B9cymi
id=3D1320099	2
jm=3Dm	040
ce=3D0
il=3D6

[RMS ZEST 2]
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=3D13

[RMS ZEST 3]
ty=3DS
na=3Dbetoniarka wolnospadowa elektryczna
id=3D43211	1
jm=3Dm-g	148
ce=3D0
il=3D2.6688

[RMS ZEST 4]
ty=3DR
na=3Dbetoniarze gr.II
id=3D002	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 5]
ty=3DR
na=3Dblacharze gr.II
id=3D022	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 6]
ty=3DR
na=3Dbrukarze gr.II
id=3D032	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 7]
ty=3DR
na=3Dbrukarze gr.III
id=3D033	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 8]
ty=3DM
na=3Dcement portlandzki zwyk=B3y bez dodatk=F3w 35'
id=3D1700301	1
jm=3Dt	034
ce=3D0
il=3D1.6671

[RMS ZEST 9]
ty=3DR
na=3Dcie=9Cle gr.II
id=3D042	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 10]
ty=3DM
na=3Ddaszek nad drzwiami wej=9Cciowymi
id=3D1566899	2
jm=3Dm2	050
ce=3D0
il=3D1.5

[RMS ZEST 11]
ty=3DM
na=3Ddeski iglaste obrzynane 25 mm kl.III
id=3D2600619	1
jm=3Dm3	060
ce=3D0
il=3D0.0732

[RMS ZEST 12]
ty=3DR
na=3Delektromonterzy gr.III
id=3D663	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 13]
ty=3DM
na=3Demulsja gruntuj=B9ca pod tynki cienkowarstwowe
id=3D1552327	1
jm=3Dkg	033
ce=3D0
il=3D2

[RMS ZEST 14]
ty=3DM
na=3Dfarby emulsyjne nawierzchniowe barwione
id=3D1502110	2
jm=3Ddm3	066
ce=3D0
il=3D3.47

[RMS ZEST 15]
ty=3DM
na=3Dfolia polietylenowa
id=3D1560200	2
jm=3Dm2	050
ce=3D0
il=3D14.28

[RMS ZEST 16]
ty=3DM
na=3Dkostka brukowa 6 cm , przemys=B3owa, bez fazy
id=3D2222110	1
jm=3Dm2	050
ce=3D0
il=3D17.097

[RMS ZEST 17]
ty=3DM
na=3Dkostka brukowa przemys=B3owa  8 cm szara
id=3D2222120	1
jm=3Dm2	050
ce=3D0
il=3D10.25

[RMS ZEST 18]
ty=3DR
na=3Dmalarze gr.II
id=3D122	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 19]
ty=3DR
na=3Dmalarze gr.III
id=3D123	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 20]
ty=3DM
na=3Dmieszanka betonowa - przygotowana na budowie
id=3D2370699	1
jm=3Dm3	060
ce=3D0
il=3D1.9032

[RMS ZEST 21]
ty=3DR
na=3Dmonta=BFy=9Cci gr.II
id=3D612	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 22]
ty=3DR
na=3Dmonta=BFy=9Cci gr.III
id=3D613	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 23]
ty=3DR
na=3Dmurarze gr.II
id=3D342	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 24]
ty=3DR
na=3Dogrodnicy gr.II
id=3D762	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 25]
ty=3DM
na=3Doporniki  drogowe betonowe 100 x12x30 cm - szare
id=3D2223041	1
jm=3Dm	040
ce=3D0
il=3D14.178

[RMS ZEST 26]
ty=3DM
na=3Doporniki  drogowe betonowe 100 x15x30 cm - szare
id=3D2223041	1
jm=3Dm	040
ce=3D0
il=3D13.158

[RMS ZEST 27]
ty=3DM
na=3Dpiasek'
id=3D1601899	1
jm=3Dm3	060
ce=3D0
il=3D12.2845

[RMS ZEST 28]
ty=3DS
na=3Dpi=B3a do ci=EAcia kostki
id=3D75200	1
jm=3Dm-g	148
ce=3D0
il=3D0.667

[RMS ZEST 29]
ty=3DR
na=3Drobocizna
id=3D999	1
jm=3Dr-g	149
ce=3D0
il=3D313.3295

[RMS ZEST 30]
ty=3DR
na=3Drobocizna
id=3D	1
jm=3Dr-g	149
ce=3D25.33
il=3D0

[RMS ZEST 31]
ty=3DR
na=3Drobocizna
id=3D999	3
jm=3Dr-g	149
ce=3D12.5
il=3D0

[RMS ZEST 32]
ty=3DR
na=3Drobocizna
id=3D999	3
jm=3Dr-g	149
ce=3D14
il=3D0

[RMS ZEST 33]
ty=3DR
na=3Drobocizna
id=3D999	3
jm=3Dr-g	149
ce=3D12.5
il=3D0

[RMS ZEST 34]
ty=3DR
na=3Drobocizna
id=3D999	3
jm=3Dr-g	149
ce=3D26.63
il=3D0

[RMS ZEST 35]
ty=3DR
na=3Drobocizna'
id=3D999	1
jm=3Dr-g	149
ce=3D3.5
il=3D0

[RMS ZEST 36]
ty=3DR
na=3Drobotnicy
id=3D391	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 37]
ty=3DR
na=3Drobotnicy
id=3D999	1
jm=3Dr-g	149
ce=3D14
il=3D0

[RMS ZEST 38]
ty=3DR
na=3Drobotnicy budowlani gr.I
id=3D999	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 39]
ty=3DR
na=3Drobotnicy gr.I
id=3D391	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 40]
ty=3DR
na=3Drobotnicy gr.II
id=3D392	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 41]
ty=3DR
na=3Dstolarze budowlani gr.II
id=3D412	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 42]
ty=3DM
na=3Dsucha mieszanka tynkarska mineralna
id=3D2350012	1
jm=3Dkg	033
ce=3D0
il=3D20

[RMS ZEST 43]
ty=3DS
na=3D=9Crodek transportowy
id=3D39000	1
jm=3Dm-g	148
ce=3D0
il=3D0.19

[RMS ZEST 44]
ty=3DS
na=3D=9Crodek transportowy
id=3D39500	1
jm=3Dm-g	148
ce=3D0
il=3D17.7575

[RMS ZEST 45]
ty=3DR
na=3Dtynkarze gr.II
id=3D462	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 46]
ty=3DR
na=3Dtynkarze gr.III
id=3D463	1
jm=3Dr-g	149
ce=3D0
il=3D0

[RMS ZEST 47]
ty=3DS
na=3Dwibrator powierzchniowy
id=3D45100	1
jm=3Dm-g	148
ce=3D0
il=3D3.4684

[RMS ZEST 48]
ty=3DM
na=3D=BFwir do beton=F3w zwyk=B3ych wielofrakcyjny
id=3D1602599	1
jm=3Dm3	060
ce=3D0
il=3D1.4707

[RMS ZEST 49]
ty=3DM	1
na=3Dmateria=B3y pomocnicze
id=3D0000000	1
jm=3D%	147
il=3D-0

[ELEMENT 1]
na=3DWEJ=8CCIE NR 1  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=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
uw=3Danalogia
op=3D0	0	0	0	0	0
nu=3D1
ob=3D2.46
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.46	1	0,19*3,14*2,2+0,16*2,44*1,86+0,16*1,74*1,52	=09

[RMS 29]
nz=3D24.8	0	24,8
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D653
pd=3DORGBUD wyd.I 1988 biuletyny do 9 1996	KNR	4-01 0212-01	4-01	0212-01	=
	1
na=3DRozbi=F3rka element=F3w konstrukcji betonowych niezbrojonych o =
grub.do 15 cm - sp=EAkana opaska betonowa przy schodach
op=3D0	0	0	0	0	0
nu=3D2
ob=3D0.9
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.9	1	[4,0+3,0*2]*0,6*0,15	=09

[RMS 29]
nz=3D13.81	0	13,81
np=3D1
wa=3D0
wb=3D0

[ELEMENT 2]
na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - od frontu
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  [od =
frontu]
op=3D0	0	0	0	0	0
nu=3D3
ob=3D1.47
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.47	1	0,6*0,7* 3,5	=09

[RMS 29]
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=3D4
ob=3D2.1
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.1	1	0,6*3,5	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D5
ob=3D2.1
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D2

[PRZEDMIAR]
wo=3D2.1	1	2,1	=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D6
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 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
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=3D7
ob=3D0.3
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.3	1	0,3	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
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=3D8
ob=3D3.3
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D3.3	1	0,3*11	=09

[RMS 29]
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 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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 - =
przylegaj=B9ca do budynku
wa=3D0
kn=3D0	0	0
id=3D661
nu=3D1.3

[POZYCJA]
id=3D664
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  [od =
frontu]
op=3D0	0	0	0	0	0
nu=3D9
ob=3D1.05
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.05	1	0,6*0,7* 2,5	=09

[RMS 29]
nz=3D2.71	0	2,71
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D663
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=3D10
ob=3D1.5
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.5	1	0,6*2,5	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D662
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=3D11
ob=3D0.2
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.2	1	[0,2*0,1+0,3*0,1*2]*2,5	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
nz=3D1.04	0	1,04
np=3D0
wa=3D0
wb=3D0

[POZYCJA]
id=3D674
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=3D12
ob=3D0.21
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.21	1	0,21	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
nz=3D1.39	0	1,39
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D665
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- scianka 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=3D13
ob=3D2.4
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.4	1	2,4	=09

[RMS 29]
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 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D1.4

[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=3D14
ob=3D3.26
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D3.26	1	2,4*3,4*0,4	=09

[RMS 29]
nz=3D4.32	0	4,32
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D1.08	0	1,08
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D1.5

[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=3D15
ob=3D0.6
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.6	1	0,6*0,4* 2,5	=09

[RMS 29]
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=3D16
ob=3D1.5
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.5	1	0,6*2,5	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D17
ob=3D0.1
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.1	1	[0,2*0,1+0,1*0,1*2]*2,5	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
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=3D18
ob=3D0.11
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.11	1	0,11	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
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=3D19
ob=3D2.4
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.4	1	2,4	=09

[RMS 29]
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 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D676
nu=3D1.6

[POZYCJA]
id=3D678
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=3D20
ob=3D1.25
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.25	1	0,5*2,5	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D679
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=3D21
ob=3D0.08
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.07	1	[0,1*0,1+0,1*0,1*2]*2,5	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
nz=3D1.04	0	1,04
np=3D0
wa=3D0
wb=3D0

[POZYCJA]
id=3D680
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=3D22
ob=3D0.08
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.08	1	0,08	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
nz=3D1.39	0	1,39
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D681
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=3D23
ob=3D2.4
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.4	1	2,4	=09

[RMS 29]
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 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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 =
3
wa=3D0
kn=3D0	0	0
id=3D690
nu=3D1.7

[POZYCJA]
id=3D691
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=3D24
ob=3D1.25
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.25	1	0,5*2,5	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D692
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=3D25
ob=3D0.08
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.07	1	[0,1*0,1+0,1*0,1*2]*2,5	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
nz=3D1.04	0	1,04
np=3D0
wa=3D0
wb=3D0

[POZYCJA]
id=3D693
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=3D26
ob=3D0.08
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.08	1	0,08	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
nz=3D1.39	0	1,39
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D694
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=3D27
ob=3D2.4
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.4	1	2,4	=09

[RMS 29]
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 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D1.8

[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=3D28
ob=3D8.16
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D8.16	1	2,4*3,4	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D29
ob=3D8.16
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D2

[PRZEDMIAR]
wo=3D8.16	1	8,16	=09
ko=3D=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D30
ob=3D8.16
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D8.16	1	2,4*3,4	=09

[RMS 29]
nz=3D1.2342	0	1,2342
np=3D1
wa=3D0
wb=3D0

[RMS 16]
nz=3D1.025	0	1,025
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0788	0	0,0788
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0117	0	0,0117
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 47]
nz=3D0.13	0	0,13
np=3D1
wa=3D0
wb=3D0

[RMS 28]
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=3D31
ob=3D0.96
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.96	1	2,4*0,2*2	=09

[RMS 29]
nz=3D1.8513	0	1,2342*1,5
np=3D1
wa=3D0
wb=3D0

[RMS 16]
nz=3D1.025	0	1,025
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0788	0	0,0788
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0117	0	0,0117
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 47]
nz=3D0.13	0	0,13
np=3D1
wa=3D0
wb=3D0

[RMS 28]
nz=3D0.025	0	0,025
np=3D1
wa=3D0
wb=3D0

[ELEMENT 1]
na=3DWEJ=8CCIE NR 1  POCHYLNIA=20
wa=3D0
kn=3D0	0	0
id=3D698
nu=3D2

[ELEMENT 2]
na=3DRozbi=F3rka nawierzchni asfaltowej
wa=3D0
kn=3D0	0	0
id=3D699
nu=3D2.1

[POZYCJA]
id=3D738
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=3D32
ob=3D14
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D14	1	7*2	=09

[RMS 29]
nz=3D0.4158	0	0,4158
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D739
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=3D33
ob=3D14
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D5

[PRZEDMIAR]
wo=3D14	1	7*2	=09

[RMS 29]
nz=3D0.0714	0	0,0714
np=3D1
wa=3D0
wb=3D0

[ELEMENT 2]
na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - zewn=EAtrzna
wa=3D0
kn=3D0	0	0
id=3D702
nu=3D2.2

[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  [od =
frontu]
op=3D0	0	0	0	0	0
nu=3D34
ob=3D2.65
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.65	1	0,6*0,7* 6,3	=09

[RMS 29]
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=3D35
ob=3D3.78
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D3.78	1	0,6*6,3	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D36
ob=3D3.78
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D2

[PRZEDMIAR]
wo=3D3.78	1	3,78	=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D37
ob=3D0.5
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.5	1	[0,2*0,1+0,3*0,1*2]*6,3	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
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=3D38
ob=3D0.52
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.52	1	0,52	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
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 7 sztx 1,0 m + 7 szt =
x0,83 m + 7 szt x 0,66 m na =B3awie w jednym poziomie ]
uw=3Danalogia
op=3D0	0	0	0	0	0
nu=3D39
ob=3D6.3
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D6.3	1	0,3*21	=09

[RMS 29]
nz=3D0.429	0	0,429
np=3D1
wa=3D0
wb=3D0

[RMS 25]
nz=3D1.02	0	1,02
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D40
ob=3D14
jm=3Dszt	020
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D14	1	7+7	=09

[RMS 29]
nz=3D0.357	0	0,357
np=3D1
wa=3D0
wb=3D0

[ELEMENT 2]
na=3D=8Ccianka oporowa z betonowych opornik=F3w drogowych - wzd=B3u=BF =
budynku
wa=3D0
kn=3D0	0	0
id=3D745
nu=3D2.3

[POZYCJA]
id=3D746
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  [od =
frontu]
op=3D0	0	0	0	0	0
nu=3D41
ob=3D2.65
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D2.65	1	0,6*0,7* 6,3	=09

[RMS 29]
nz=3D2.71	0	2,71
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D747
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=3D42
ob=3D3.78
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D3.78	1	0,6*6,3	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D748
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=3D43
ob=3D3.78
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D2

[PRZEDMIAR]
wo=3D3.78	1	3,78	=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D749
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=3D44
ob=3D0.5
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.5	1	[0,2*0,1+0,3*0,1*2]*6,3	=09
ko=3D=09

[RMS 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
nz=3D1.04	0	1,04
np=3D0
wa=3D0
wb=3D0

[POZYCJA]
id=3D750
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=3D45
ob=3D0.52
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.52	1	0,52	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
nz=3D1.39	0	1,39
np=3D1
wa=3D0
wb=3D0

[POZYCJA]
id=3D751
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 7 sztx 1,0 m + 7 szt =
x0,83 m + 7 szt x 0,66 m na =B3awie w jednym poziomie ]
uw=3Danalogia
op=3D0	0	0	0	0	0
nu=3D46
ob=3D6.3
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D6.3	1	0,3*21	=09

[RMS 29]
nz=3D0.429	0	0,429
np=3D1
wa=3D0
wb=3D0

[RMS 25]
nz=3D1.02	0	1,02
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0127	0	0,0127
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0039	0	0,0039
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[POZYCJA]
id=3D752
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=3D47
ob=3D14
jm=3Dszt	020
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D14	1	7+7	=09

[RMS 29]
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=3D2.4

[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=3D48
ob=3D1.64
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.64	1	1,3*6,3*0,4*0,5	=09

[RMS 29]
nz=3D4.32	0	4,32
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D1.08	0	1,08
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D2.5

[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=3D49
ob=3D0.65
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.65	1	0,5*1,3	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D50
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 29]
nz=3D9.02	0	9,02
np=3D1
wa=3D0
wb=3D0

[RMS 11]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.27	0	0,27
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 20]
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=3D51
ob=3D0.1
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D0.1	1	0,1	=09

[RMS 29]
nz=3D2.26	0	2,26
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.279	0	0,279
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.445	0	0,445
np=3D1
wa=3D0
wb=3D0

[RMS 48]
nz=3D0.766	0	0,766
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D2	0	2
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 3]
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=3D52
ob=3D1.3
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.3	1	1,3	=09

[RMS 29]
nz=3D0.3255	0	0,3255
np=3D1
wa=3D0
wb=3D0

[RMS 25]
nz=3D1.02	0	1,02
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0111	0	0,0111
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0032	0	0,0032
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D2.6

[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=3D53
ob=3D7.56
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D7.56	1	1,2*6,3	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D54
ob=3D7.56
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D2

[PRZEDMIAR]
wo=3D7.56	1	7,56	=09
ko=3D=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D55
ob=3D7.56
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D7.56	1	1,2*6,3	=09

[RMS 29]
nz=3D1.2342	0	1,2342
np=3D1
wa=3D0
wb=3D0

[RMS 16]
nz=3D1.025	0	1,025
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0788	0	0,0788
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0117	0	0,0117
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 47]
nz=3D0.13	0	0,13
np=3D1
wa=3D0
wb=3D0

[RMS 28]
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=3D56
ob=3D13
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D13	1	6,5*2	=09

[RMS 29]
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 49]
nz=3D1.5	0	1,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 43]
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=3D57
ob=3D6
jm=3Dm	040
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D6	1	6	=09

[RMS 29]
nz=3D2.07	0	2,07
np=3D1
wa=3D0
wb=3D0

[RMS 1]
nz=3D1	0	1
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D1.5	0	1,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 43]
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=3D58
ob=3D1.5
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D1.5	1	1,5*1,0	=09

[RMS 29]
nz=3D5.2	0	5,2
np=3D1
wa=3D0
wb=3D0

[RMS 10]
nz=3D1	0	1
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D59
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
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=3D60
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D0.0662	0	0,0662
np=3D1
wa=3D0
wb=3D0

[RMS 13]
nz=3D0.2	0	0,2
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D61
ob=3D5
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D5	1	5	=09

[RMS 29]
nz=3D0.5126	0	0,5126
np=3D1
wa=3D0
wb=3D0

[RMS 42]
nz=3D4	0	4
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D1.5	0	1,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 44]
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=3D62
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D0.159	0	0,159
np=3D1
wa=3D0
wb=3D0

[RMS 14]
nz=3D0.347	0	0,347
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D63
ob=3D40
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D40	1	40	=09

[RMS 29]
nz=3D0.057	0	0,057
np=3D1
wa=3D0
wb=3D0

[RMS 15]
nz=3D0.357	0	0,357
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D64
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
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=3D65
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D5

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
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=3D66
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
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=3D67
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
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=3D68
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D0.2136	0	0,2136
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0389	0	0,0389
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0088	0	0,0088
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D69
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0
krn=3D7

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D0.0395	0	0,0395
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0129	0	0,0129
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0029	0	0,0029
np=3D1
wa=3D0
wb=3D0

[RMS 49]
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=3D70
ob=3D10
jm=3Dm2	050
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D1.3032	0	1,3032
np=3D1
wa=3D0
wb=3D0

[RMS 17]
nz=3D1.025	0	1,025
np=3D1
wa=3D0
wb=3D0

[RMS 27]
nz=3D0.0818	0	0,0818
np=3D1
wa=3D0
wb=3D0

[RMS 8]
nz=3D0.0117	0	0,0117
np=3D1
wa=3D0
wb=3D0

[RMS 49]
nz=3D0.5	0	0,5
np=3D0
op=3DM
wa=3D0
wb=3D0

[RMS 47]
nz=3D0.13	0	0,13
np=3D1
wa=3D0
wb=3D0

[RMS 28]
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=3D71
ob=3D10
jm=3Dm3	060
kj=3D0	0	0
cj=3D0

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 29]
nz=3D2.34	0	2,34
np=3D1
wa=3D0
wb=3D0

[RMS 44]
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=3D72
ob=3D10
jm=3Dm3	060
kj=3D0	0	0
cj=3D0
krn=3D14

[PRZEDMIAR]
wo=3D10	1	10	=09

[RMS 44]
nz=3D0.04	0	0,04
np=3D1
wa=3D0
wb=3D0