[KOSZTORYS ATHENASOFT]
co=Copyright Athenasoft Sp. z o.o.
wf=5
pr=NORMA	5.13.400.13
nan=CZĘŚĆ 1: Zmiana sposobu użytkowania z przebudową budynku produkcyjnego 1310na lokale do prowadzenia działalności 1310wraz z kolorystyką elewacji i zagospodarowaniem terenu 13101310dz. nr geod. 1176 i 1177, obr. 5, ul. Usługowa 10, Stargard
op=1
opn=0	0	2	1	0	0	1	8	1	0	1	0	0	0	1.	1	1	0	1	0	1	0	0	0	1
prn=2	2	5	2	4	1	6	0	1	0
own=3	1	1	0	1	0	0	1	1	0	0	0	1	0	1	1	poz.	<	>	1	0	0	0	0	0	0	0	0	2	0	0	1	1	1	0	0	0	0	0	0
pm=dział	dział
pd=działu	działu
mm=działy	działy
md=działów	działów
wan=PLN
wbn=PLN	zł
wk=0
na=Koszty zakupu	Koszty pośrednie	Zysk	VAT
wn=0	0	0	0
ir=1213

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
va=0	0%	0	R+Kp(R)+Z(R)+M+S+Kp(S)+Z(S)
wc=0	0	0	0	0	0	0	

[STRONA TYT]
na=KOSZTORYS NAKŁADCZY	PRZEDMIAR
nfn=PRACOWNIA PROJEKTOWA "VIOLET-ARCH"
afn=73-110 Stargard1310Szczecińśka 59
nb=CZĘŚĆ 1: Zmiana sposobu użytkowania z przebudową budynku produkcyjnego na lokale do prowadzenia działalności wraz z kolorystyką elewacji i zagospodarowaniem terenu 1310
ab=dz. nr geod. 1176 i 1177, obr. 5, ul. Usługowa 10, Stargard
ni=Stargardzka Agencja Rozwoju Lokalnego Sp. z o.o.
ai=ul Pierwszej Brygady 35 p. III, lok. 308
br=ogólnobudowlana
nk= mgr inż. Wojciech Jarosławski upr. bud. nr ZAP/0034/WBKb/21	
dt=piątek, 23 grudnia 2022	1	1
pcn= 	0
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[CHARAKTERYSTYKA OBIEKTU]
sz=	0
lp=1	2
pa=0	1	1	
pa=0	1	0	Lokalizacja   1310                          1310Teren inwestycji obejmuje działki o nr geod. 1176 i 1177, obr. 5 w Stargardzie, przy ul. Usługowej 10. Na terenie znajduje się budynek magazynowo- produkcyjny podlegający opracowaniu. 13101310Przedmiot opracowania13101310Przedmiotem opracowania jest zmiana sposobu użytkowania z przebudową budynku magazynowo - produkcyjnego. Obiekt podlegający opracowaniu to budynek jednokondygnacyjny, niepodpiwniczony,  wybudowany w technologii tradycyjnej ze ścianami w konstrukcji murowanej, przykryty stropodachem w postaci płyty żelbetowej. Etap I obejmuje prawe skrzydło budynku – przekształcenie budynku na szwalnię. Przebudowa obejmuje wyburzenia ścian wewnątrz budynku, zmiany funkcjonalne, wykonanie nowych otworów okiennych i drzwiowych oraz zmianę kolorystyki elewacji. 13101310Parametry techniczne budynku 1310Cały budynek 1310Powierzchnia zabudowy0909090909-092 590,52 m21310Powierzchnia całkowita0909090909-092 590, 52 m21310Kubatura budynku090909090909-0912 788,62 m309091310Ilość kondygnacji090909090909-0910913101310Część budynku objęta opracowaniem:1310Powierzchnia użytkowa przed zmianą 090909-09856,65 m21310Powierzchnia użytkowa po zmianie 090909-09893,89 m21310Kubatura09090909090909-094 926,90 m31310Wysokość budynku090909090909-095,10 m1310Ilość kondygnacji090909090909-0911310 131013101310
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Us\u322\'b3ugowej 10. Na terenie znajduje si\u281\'ea budynek magazynowo- produkcyjny podlegaj\u261\'b9cy opracowaniu. }\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s3\ql\hyphpar0\nowidctlpar\tx-318\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf1\par\pard\plain\s1\ql\hyphpar0\nowidctlpar\tx1296{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\b\ul\cf0 Przedmiot opracowania}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\b\ul\par\pard\plain\s1\ql\hyphpar0\nowidctlpar\tx1296\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\b\ul\par\pard\plain\s1\qj\hyphpar0\nowidctlpar\sl200\slmult0\tx726{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Przedmiotem opracowania jest zmiana sposobu u\u380\'bfytkowania z przebudow\u261\'b9 budynku magazynowo - produkcyjnego. Obiekt podlegaj\u261\'b9cy opracowaniu to budynek jednokondygnacyjny, niepodpiwniczony,  wybudowany w technologii tradycyjnej ze \u347\'9ccianami w konstrukcji murowanej, przykryty stropodachem w postaci p\u322\'b3yty \u380\'bfelbetowej. Etap I obejmuje prawe skrzyd\u322\'b3o budynku \u8211\'96 przekszta\u322\'b3cenie budynku na szwalni\u281\'ea. 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m\u178\'32}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Powierzchnia ca\u322\'b3kowita\tab \tab \tab \tab \tab -\tab 2\~590, 52 m\u178\'32}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Kubatura budynku\tab \tab \tab \tab \tab \tab -\tab 12\~788,62 m\u179\'33\tab \tab }\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Ilo\u347\'9c\u263\'e6 kondygnacji\tab \tab \tab \tab \tab \tab -\tab 1\tab }\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\b\ul\cf0 Cz\u281\'ea\u347\'9c\u263\'e6 budynku obj\u281\'eata opracowaniem:}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\b\ul\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Powierzchnia u\u380\'bfytkowa przed zmian\u261\'b9 \tab \tab \tab -\tab 856,65 m\u178\'32}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Powierzchnia u\u380\'bfytkowa po zmianie \tab \tab \tab -\tab 893,89 m\u178\'32}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Kubatura\tab \tab \tab \tab \tab \tab \tab -\tab 4\~926,90 m\u179\'33}\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\par\pard\plain\s2\ql\hyphpar0\nowidctlpar\sb120{\fcs1\af7\ltrch\fcs0\hich\af7\dbch\af5\loch\f7\fs24\cf0 Wysoko\u347\'9c\u263\'e6 budynku\tab \tab \tab \tab \tab \tab 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[NARZUTY NORMA 2]
na=Koszty zakupu	Kz
wa=0	1	0	
op=1	1
nm=3

[NARZUTY NORMA 2]
na=Koszty pośrednie	Kp
wa=0	1	0	
op=1	0
nr=1
ns=1

[NARZUTY NORMA 2]
na=Zysk	Z
wa=0	1	0	
op=1	0
nr=1
ns=1

[NARZUTY NORMA 1]
na=VAT	V
wa=0	1	0	
op=0	0
nc=1

[NARZUTY NEX 1]
na=Koszt zakupu	Kz
kz=0		1

[NARZUTY NEX 2]
na=Koszty poC59Brednie	Kp
wa=0	1	1	0
nr=1	R	1	0	0
ns=1	S	1	0	0

[NARZUTY NEX 2]
na=Zysk	Z
wa=0	1	1	0
nr=1	R	1	0	0
ns=1	S	1	0	0

[NARZUTY NEX 4]
na=VAT	V
vat=0%	0		1

[RMS ZEST 6]
ty=M	1
na=materiały pomocnicze	0	
id=0000000	1	
jm=%	147
ce=1					0
cw=0		0
wa=0
il=0
kz5=0	4	0		0	1	1	0	0	2		1	0	

[RMS ZEST 1194]
ty=M	0
na=piasek	0	
id=1601899	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=6,072664
pr=ICB_SREDNIE	0	0	0	1601800	1
kz5=0	4	0		0	1	1	6,072664	0	2		1	0	

[RMS ZEST 1213]
ty=R	0
na=Robocizna - roboty ogólnobudowlane (zachodniopomorskie)	0	
id=999	1	
jm=r-g	149
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8158,28039155

[RMS ZEST 1224]
ty=M	0
na=bale iglaste obrzynane gr. 50 mm kl.II	0	
id=2600105	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,0048
pr=ICB_SREDNIE	0	0	0	2600110	1
kz5=0	4	0		0	1	1	0,0048	0	2		1	0	

[RMS ZEST 1225]
ty=M	0
na=deski iglaste obrzynane gr. 28-45 mm kl.II	0	
id=2600621	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,006
pr=ICB_SREDNIE	0	0	0	2600612	1
kz5=0	4	0		0	1	1	0,006	0	2		1	0	

[RMS ZEST 1226]
ty=M	0
na=gwoździe budowlane okrągłe gołe	0	
id=1330400	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=3,35565
pr=ICB_SREDNIE	0	0	0	1332000	1
kz5=0	4	0		0	1	1	3,35565	0	2		1	0	

[RMS ZEST 1231]
ty=M	0
na=tlen techniczny gat. I 99,5-98 %	0	
id=1540802	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,816
pr=ICB_SREDNIE	0	0	0	1540499	1
kz5=0	4	0		0	1	1	0,816	0	2		1	0	

[RMS ZEST 1232]
ty=M	0
na=acetylen techniczny rozpuszczony	0	
id=1540000	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,096
pr=ICB_SREDNIE	0	0	0	1540099	1
kz5=0	4	0		0	1	1	0,096	0	2		1	0	

[RMS ZEST 1233]
ty=S	0
na=zestaw spawalniczy tlenowo-acetylenowy	0	
id=72311	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,72
pr=ICB_SREDNIE	0	0	0	72311	1

[RMS ZEST 1235]
ty=S	0
na=ubijak spalinowy 200 kg	0	
id=12612	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,85888
pr=ICB_SREDNIE	0	0	0	12622	1

[RMS ZEST 1238]
ty=M	0
na=masa asfaltowa zalewowa	0	
id=2300601	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=2,597
pr=ICB_SREDNIE	0	0	0	2302199	1
kz5=0	4	0		0	1	1	2,597	0	2		1	0	

[RMS ZEST 1239]
ty=M	0
na=krawędziaki iglaste kl.II	0	
id=2600999	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,0922033
pr=ICB_SREDNIE	0	0	0	2600810	1
kz5=0	4	0		0	1	1	0,0922033	0	2		1	0	

[RMS ZEST 1240]
ty=M	0
na=papa smołowa izolacyjna	0	
id=2301399	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,04452
pr=ICB_SREDNIE	0	0	0	2304299	1
kz5=0	4	0		0	1	1	0,04452	0	2		1	0	

[RMS ZEST 1241]
ty=M	0
na=płyty pilśniowe porowate zwykłe gr. 18 mm	0	
id=2650513	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,07791
pr=ICB_SREDNIE	0	0	0	2650430	1
kz5=0	4	0		0	1	1	0,07791	0	2		1	0	

[RMS ZEST 1243]
ty=M	0
na=mieszanka betonowa	0	
id=2370699	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,3767505
pr=ICB_SREDNIE	0	0	0	2370699	1
kz5=0	4	0		0	1	1	0,3767505	0	2		1	0	

[RMS ZEST 1244]
ty=S	0
na=walec wibracyjny samojezdny 2,5 t	0	
id=12311	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,15211
pr=ICB_SREDNIE	0	0	0	12311	1

[RMS ZEST 1259]
ty=M	0
na=Koszty utylizacji odpadów budowlanych	0	
id=	3	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=297,92
kz5=0	4	0		0	1	1	297,92	0	2		1	0	

[RMS ZEST 1261]
ty=M	0
na=Piasek kopany płukany 0-2 mm	0	
id=160180002	3	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,5984
pr=ICB_SREDNIE	0	0	0		1
kz5=0	4	0		0	1	1	1,5984	0	2		1	0	

[RMS ZEST 1262]
ty=M	1
na=Materiały pomocnicze (od M)	0	
id=9999999	3	
jm=%	147
ce=1					0
cw=0		0
wa=0
il=0
kz5=0	4	0		0	1	1	0	0	2		1	0	

[RMS ZEST 1263]
ty=S	0
na=zagęszczarka wibracyjna spalinowa 100 m3/h	0	
id=12522	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,06293
pr=ICB_SREDNIE	0	0	0	12522	1

[RMS ZEST 1265]
ty=M	0
na=Papa termozgrzewalna	0	
id=0000146	3	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8,51
pr=ICB_SREDNIE	0	0	0	2305599	1
kz5=0	4	0		0	1	1	8,51	0	2		1	0	

[RMS ZEST 1266]
ty=M	0
na=Gaz propan, butan	0	
id=0000052	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,444
pr=ICB_SREDNIE	0	0	0	1020199	1
kz5=0	4	0		0	1	1	0,444	0	2		1	0	

[RMS ZEST 1268]
ty=M	0
na=Płyty styrop.EPS	0	
id=0000186	3	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,3885
pr=ICB_SREDNIE	0	0	0	1561099	1
kz5=0	4	0		0	1	1	0,3885	0	2		1	0	

[RMS ZEST 1270]
ty=M	0
na=Folia paroizolacyjna	0	
id=0000048	3	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=4,403
pr=ICB_SREDNIE	0	0	0		1
kz5=0	4	0		0	1	1	4,403	0	2		1	0	

[RMS ZEST 1271]
ty=M	0
na=Beton zwykły C16/20 (B-20)	0	
id=0000008	3	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=14,2716845
pr=ICB_SREDNIE	0	0	0	2370699	1
kz5=0	4	0		0	1	1	14,2716845	0	2		1	0	

[RMS ZEST 1272]
ty=M	0
na=Masa asfaltowa izolacyjna	0	
id=0000114	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=22,69585
pr=ICB_SREDNIE	0	0	0	2301399	1
kz5=0	4	0		0	1	1	22,69585	0	2		1	0	

[RMS ZEST 1273]
ty=M	0
na=Drewno opałowe	0	
id=0000041	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=40,0515
kz5=0	4	0		0	1	1	40,0515	0	2		1	0	

[RMS ZEST 1275]
ty=M	0
na=Siatka Rabitza	0	
id=0000208	3	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=12,414
pr=ICB_SREDNIE	0	0	0	1336401	1
kz5=0	4	0		0	1	1	12,414	0	2		1	0	

[RMS ZEST 1279]
ty=M	0
na=beton zwykły B30	0	
id=2370699	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,9338
pr=ICB_SREDNIE	0	0	0	2370699	1
kz5=0	4	0		0	1	1	0,9338	0	2		1	0	

[RMS ZEST 1280]
ty=M	0
na=deski iglaste obrzynane 25 mm kl.III	0	
id=2600699	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,00184
pr=ICB_SREDNIE	0	0	0	2600621	1
kz5=0	4	0		0	1	1	0,00184	0	2		1	0	

[RMS ZEST 1281]
ty=M	0
na=deski iglaste obrzynane 38 mm kl.III	0	
id=2600622	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,00092
pr=ICB_SREDNIE	0	0	0	2600622	1
kz5=0	4	0		0	1	1	0,00092	0	2		1	0	

[RMS ZEST 1283]
ty=M	0
na=Preparat gruntująco-wzmacniający	0	
id=148152655	3	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=52,662
kz5=0	4	0		0	1	1	52,662	0	2		1	0	

[RMS ZEST 1286]
ty=M	0
na=bloczki z betonu komórkowego	0	
id=2200110	2	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=57,27
pr=ICB_SREDNIE	0	0	0	2200130	1
kz5=0	4	0		0	1	1	57,27	0	2		1	0	

[RMS ZEST 1288]
ty=M	0
na=wapno suchogaszone	0	
id=1720299	2	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,118872
pr=ICB_SREDNIE	0	0	0	1720299	1
kz5=0	4	0		0	1	1	1,118872	0	2		1	0	

[RMS ZEST 1290]
ty=S	0
na=betoniarka 150 dm3	0	
id=43211	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=10,9404
pr=ICB_SREDNIE	0	0	0	43211	1

[RMS ZEST 1293]
ty=M	0
na=pręty gładkie śr.do 7 mm	0	
id=1102199	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=150,3
pr=ICB_SREDNIE	0	0	0	1101399	1
kz5=0	4	0		0	1	1	150,3	0	2		1	0	

[RMS ZEST 1294]
ty=S	0
na=prościarka do prętów	0	
id=71251	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=6,044
pr=ICB_SREDNIE	0	0	0	71251	1

[RMS ZEST 1295]
ty=S	0
na=nożyce do prętów	0	
id=71231	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8,1365
pr=ICB_SREDNIE	0	0	0	71231	1

[RMS ZEST 1296]
ty=S	0
na=giętarka do prętów	0	
id=71212	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=6,7485
pr=ICB_SREDNIE	0	0	0	71212	1

[RMS ZEST 1299]
ty=M	0
na=pręty żebrowane 8-14 mm	0	
id=1102399	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=918
pr=ICB_SREDNIE	0	0	0	1101399	1
kz5=0	4	0		0	1	1	918	0	2		1	0	

[RMS ZEST 1300]
ty=M	0
na=pręty żebrowane ponad 16 mm	0	
id=1102399	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=387,6
pr=ICB_SREDNIE	0	0	0	1101599	1
kz5=0	4	0		0	1	1	387,6	0	2		1	0	

[RMS ZEST 1304]
ty=S	0
na=pompa do betonu na samochodzie	0	
id=44141	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=3,18133
pr=ICB_SREDNIE	0	0	0	44141	1

[RMS ZEST 1308]
ty=M	0
na=środek antyadhezyjny	0	
id=1412599	1	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=18,4896
pr=ICB_SREDNIE	0	0	0		1
kz5=0	4	0		0	1	1	18,4896	0	2		1	0	

[RMS ZEST 1312]
ty=S	0
na=wibrator	0	
id=45000	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=7,7841
pr=ICB_SREDNIE	0	0	0		1

[RMS ZEST 1314]
ty=M	0
na=sklejka wodoodporna gr. 22 mm	0	
id=2670999	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,1595925
pr=ICB_SREDNIE	0	0	0	2670177	1
kz5=0	4	0		0	1	1	0,1595925	0	2		1	0	

[RMS ZEST 1315]
ty=M	0
na=środek antyadhezyjny	0	
id=1412599	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=7,27614
pr=ICB_SREDNIE	0	0	0	1412599	1
kz5=0	4	0		0	1	1	7,27614	0	2		1	0	

[RMS ZEST 1316]
ty=S	0
na=deskowanie	0	
id=47700	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=70,171616
pr=ICB_SREDNIE	0	0	0	47000	1

[RMS ZEST 1319]
ty=M	0
na=cement portlandzki zwykły bez dodatków "35"	0	
id=1700310	2	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,393544
pr=ICB_SREDNIE	0	0	0	1700399	1
kz5=0	4	0		0	1	1	1,393544	0	2		1	0	

[RMS ZEST 1320]
ty=M	0
na=Marka M.1	0	
id=	3	
jm=	000
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8
kz5=0	4	0		0	1	1	8	0	2		1	0	

[RMS ZEST 1323]
ty=M	0
na=cegła budowlana pełna	0	
id=1800199	1	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=590,56
pr=ICB_SREDNIE	0	0	0	1800104	1
kz5=0	4	0		0	1	1	590,56	0	2		1	0	

[RMS ZEST 1324]
ty=M	0
na=cement portlandzki 35 bez dodatków	0	
id=1700301	1	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,3548676
pr=ICB_SREDNIE	0	0	0	1700399	1
kz5=0	4	0		0	1	1	0,3548676	0	2		1	0	

[RMS ZEST 1325]
ty=M	0
na=piasek do zapraw	0	
id=1602003	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8,32671
pr=ICB_SREDNIE	0	0	0	1602003	1
kz5=0	4	0		0	1	1	8,32671	0	2		1	0	

[RMS ZEST 1326]
ty=M	0
na=kształtowniki walcowane - IPE 80-160 - zabezpieczone antykorozyjnie w warunkach warsztatowych	0	
id=1100399	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1278,9784
pr=ICB_SREDNIE	0	0	0	1100399	1
kz5=0	4	0		0	1	1	1278,9784	0	2		1	0	

[RMS ZEST 1327]
ty=M	0
na=woda z rurociągu	0	
id=3930000	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=3,436958
pr=ICB_SREDNIE	0	0	0	3930001	1
kz5=0	4	0		0	1	1	3,436958	0	2		1	0	

[RMS ZEST 1333]
ty=M	0
na=drut stalowy okrągły miękki śr. 0.50-0.55 mm	0	
id=1120600	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,96
pr=ICB_SREDNIE	0	0	0	1122200	1
kz5=0	4	0		0	1	1	0,96	0	2		1	0	

[RMS ZEST 1338]
ty=M	0
na=elementy stalowe wg. projektu [rury kwadratowe, ceowniki]	0	
id=1320550	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=908,69
pr=ICB_SREDNIE	0	0	0	1320550	1
kz5=0	4	0		0	1	1	908,69	0	2		1	0	

[RMS ZEST 1340]
ty=S	0
na=żuraw samochodowy 12-16 t	0	
id=31121	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=38,68747
pr=ICB_SREDNIE	0	0	0	31121	1

[RMS ZEST 1341]
ty=S	0
na=ciągnik kołowy	0	
id=39100	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=39,6756
pr=ICB_SREDNIE	0	0	0	39126	1

[RMS ZEST 1342]
ty=S	0
na=przyczepa dłużycowa	0	
id=39650	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=158,7024
pr=ICB_SREDNIE	0	0	0	39651	1

[RMS ZEST 1343]
ty=S	0
na=spawarka	0	
id=72100	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1190,268
pr=ICB_SREDNIE	0	0	0	72121	1

[RMS ZEST 1362]
ty=M	0
na=elementy stalowe wg. projektu [IPE 240 i 300]	0	
id=1320550	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=3058,87
pr=ICB_SREDNIE	0	0	0	1320550	1
kz5=0	4	0		0	1	1	3058,87	0	2		1	0	

[RMS ZEST 1365]
ty=M	0
na=pianka poliuretanowa	0	
id=1478500	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=31,3202
pr=ICB_SREDNIE	0	0	0	1478599	1
kz5=0	4	0		0	1	1	31,3202	0	2		1	0	

[RMS ZEST 1366]
ty=M	0
na=kołki rozporowe	0	
id=8990499	2	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=88,077
pr=ICB_SREDNIE	0	0	0	8990499	1
kz5=0	4	0		0	1	1	88,077	0	2		1	0	

[RMS ZEST 1367]
ty=M	0
na=listwy maskujące	0	
id=1318399	2	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=38,4276
pr=ICB_SREDNIE	0	0	0	1310099	1
kz5=0	4	0		0	1	1	38,4276	0	2		1	0	

[RMS ZEST 1368]
ty=M	0
na=drzwi aluminiowe	0	
id=1319992	2	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=15,57
pr=ICB_SREDNIE	0	0	0	1315199	1
kz5=0	4	0		0	1	1	15,57	0	2		1	0	

[RMS ZEST 1371]
ty=M	0
na=drzwi aluminiowe EI30	0	
id=1319992	2	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=4,62
pr=ICB_SREDNIE	0	0	0	1315199	1
kz5=0	4	0		0	1	1	4,62	0	2		1	0	

[RMS ZEST 1373]
ty=M	0
na=ościeżnice stalowe malowane dwukrotnie na budowie	0	
id=1322499	2	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=40
kz5=0	4	0		0	1	1	40	0	2		1	0	

[RMS ZEST 1377]
ty=M	0
na=skrzydła drzwiowe płytowe wewnętrzne	0	
id=2710299	2	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=75,94
pr=ICB_SREDNIE	0	0	0	2710200	1
kz5=0	4	0		0	1	1	75,94	0	2		1	0	

[RMS ZEST 1378]
ty=M	0
na=kotwy stalowe	0	
id=1344499	1	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=457,0426
kz5=0	4	0		0	1	1	457,0426	0	2		1	0	

[RMS ZEST 1380]
ty=M	0
na=silikon	0	
id=1478101	1	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=7,1297
kz5=0	4	0		0	1	1	7,1297	0	2		1	0	

[RMS ZEST 1381]
ty=M	0
na=gips szpachlowy	0	
id=1740100	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=197,127
kz5=0	4	0		0	1	1	197,127	0	2		1	0	

[RMS ZEST 1382]
ty=M	0
na=mineralna szpachlówka do tynków zewnętrznych	0	
id=2350400	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=354,8286
kz5=0	4	0		0	1	1	354,8286	0	2		1	0	

[RMS ZEST 1383]
ty=M	0
na=okna i drzwi balkonowe z tworzyw	0	
id=1564999	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=73,01
kz5=0	4	0		0	1	1	73,01	0	2		1	0	

[RMS ZEST 1387]
ty=M	0
na=podokiennik z tworzyw	0	
id=	3	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=25
kz5=0	4	0		0	1	1	25	0	2		1	0	

[RMS ZEST 1392]
ty=M	0
na=wkręty samogwintujące typu SW do blach	0	
id=9_00004	3	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=194,016
pr=ICB_SREDNIE	0	0	0	1346399	1
kz5=0	4	0		0	1	1	194,016	0	2		1	0	

[RMS ZEST 1393]
ty=M	0
na=zaprawa cementowa M 80	0	
id=2380807	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,01128
pr=ICB_SREDNIE	0	0	0	2380899	1
kz5=0	4	0		0	1	1	0,01128	0	2		1	0	

[RMS ZEST 1397]
ty=M	0
na=mydło techniczne maziste (szare) 65%	0	
id=1534001	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=27,5319
pr=ICB_SREDNIE	0	0	0	1534099	1
kz5=0	4	0		0	1	1	27,5319	0	2		1	0	

[RMS ZEST 1398]
ty=M	0
na=emulsja gruntująca szybkoschnąca	0	
id=AT38003	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=936,2487
pr=ICB_SREDNIE	0	0	0	1472499	1
kz5=0	4	0		0	1	1	936,2487	0	2		1	0	

[RMS ZEST 1399]
ty=S	0
na=agregat do natrysku pneumatycznego	0	
id=76100	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=164,5578
pr=ICB_SREDNIE	0	0	0		1

[RMS ZEST 1401]
ty=M	0
na=cement portlandzki z dodatkami"25"	0	
id=1701102	2	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,0296
pr=ICB_SREDNIE	0	0	0	1701199	1
kz5=0	4	0		0	1	1	1,0296	0	2		1	0	

[RMS ZEST 1402]
ty=M	0
na=Wapno hydratyzowane workowane	0	
id=1720211	2	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,3068
pr=ICB_SREDNIE	0	0	0	1720299	1
kz5=0	4	0		0	1	1	1,3068	0	2		1	0	

[RMS ZEST 1405]
ty=M	0
na=gips budowlany szpachlowy powierzchniowy	0	
id=1770110	2	
jm=t	034
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,728811
kz5=0	4	0		0	1	1	0,728811	0	2		1	0	

[RMS ZEST 1412]
ty=M	0
na=płynna folia uszczelniająca	0	
id=1478207	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=652,5
pr=ICB_SREDNIE	0	0	0	2385099	1
kz5=0	4	0		0	1	1	652,5	0	2		1	0	

[RMS ZEST 1413]
ty=M	0
na=włóknina elastyczna nr 1	0	
id=3901221	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=342,5625
pr=ICB_SREDNIE	0	0	0	3905020	1
kz5=0	4	0		0	1	1	342,5625	0	2		1	0	

[RMS ZEST 1415]
ty=S	0
na=środek transportowy	0	
id=39599	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=373,175529

[RMS ZEST 1417]
ty=M	0
na=Farba akrylowa nawierzchniowa wewn. - kolor	0	
id=1502111	2	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=757,28106
kz5=0	4	0		0	1	1	757,28106	0	2		1	0	

[RMS ZEST 1418]
ty=M	0
na=panele podłogowe wraz z podkładem	0	
id=202x086	3	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,1544
kz5=0	4	0		0	1	1	1,1544	0	2		1	0	

[RMS ZEST 1419]
ty=M	0
na=listwy przyścienne PCV	0	
id=2631999	1	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,2876
kz5=0	4	0		0	1	1	1,2876	0	2		1	0	

[RMS ZEST 1420]
ty=M	0
na=klej winylowy	0	
id=1551319	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,1221
kz5=0	4	0		0	1	1	0,1221	0	2		1	0	

[RMS ZEST 1425]
ty=M	0
na=płytki i kształtki ceramiczne-ściany	0	
id=2520199	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=259,938
kz5=0	4	0		0	1	1	259,938	0	2		1	0	

[RMS ZEST 1426]
ty=M	0
na=zaprawa klejowa  - sucha mieszanka	0	
id=202x034	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1786,739544
kz5=0	4	0		0	1	1	1786,739544	0	2		1	0	

[RMS ZEST 1427]
ty=M	0
na=zaprawa cementowa na białym cemencie m 80	0	
id=2380015	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,0173292
pr=ICB_SREDNIE	0	0	0	2380899	1
kz5=0	4	0		0	1	1	0,0173292	0	2		1	0	

[RMS ZEST 1428]
ty=M	0
na=listwa wykończająca	0	
id=9_00021	3	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=56,61
kz5=0	4	0		0	1	1	56,61	0	2		1	0	

[RMS ZEST 1429]
ty=M	0
na=płytki ceramiczne niskonasiąkliwe - grest techniczny	0	
id=2520999	2	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=770,9205
pr=ICB_SREDNIE	0	0	0	2520607	1
kz5=0	4	0		0	1	1	770,9205	0	2		1	0	

[RMS ZEST 1430]
ty=M	0
na=zaprawa klejąca odkształcalna do płytek	0	
id=1554299	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1894,2618
pr=ICB_SREDNIE	0	0	0	1554299	1
kz5=0	4	0		0	1	1	1894,2618	0	2		1	0	

[RMS ZEST 1431]
ty=M	0
na=zaprawa do spoinowania	0	
id=2380699	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=264,3156
pr=ICB_SREDNIE	0	0	0	2380699	1
kz5=0	4	0		0	1	1	264,3156	0	2		1	0	

[RMS ZEST 1433]
ty=M	0
na=zaprawa tynkarska	0	
id=AT38001	3	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=734,8808
pr=ICB_SREDNIE	0	0	0	1554199	1
kz5=0	4	0		0	1	1	734,8808	0	2		1	0	

[RMS ZEST 1434]
ty=M	0
na=farba silikonowa do elewacji	0	
id=AT38042	3	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=165,198
pr=ICB_SREDNIE	0	0	0	1525199	1
kz5=0	4	0		0	1	1	165,198	0	2		1	0	

[RMS ZEST 1435]
ty=M	0
na=preparat gruntujący pod farby silikonowe	0	
id=AT38041	3	
jm=dm3	066
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=55,066
pr=ICB_SREDNIE	0	0	0	2385099	1
kz5=0	4	0		0	1	1	55,066	0	2		1	0	

[RMS ZEST 1438]
ty=M	0
na=Rynna dach.stal.powlek. fi150mm	0	
id=1353202	1	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=88,6006
kz5=0	4	0		0	1	1	88,6006	0	2		1	0	

[RMS ZEST 1439]
ty=M	0
na=Złączka rynnowa	0	
id=1566116	1	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=30,107
kz5=0	4	0		0	1	1	30,107	0	2		1	0	

[RMS ZEST 1440]
ty=M	0
na=Uchwyt do rynien dach.	0	
id=1343001	1	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=172,04
kz5=0	4	0		0	1	1	172,04	0	2		1	0	

[RMS ZEST 1442]
ty=M	0
na=Sztucer metalowy, 150/100	0	
id=135780144	3	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8
kz5=0	4	0		0	1	1	8	0	2		1	0	

[RMS ZEST 1445]
ty=M	0
na=Rura spust.stal.powlek. fi100mm	0	
id=1353302	1	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=37,2139
kz5=0	4	0		0	1	1	37,2139	0	2		1	0	

[RMS ZEST 1446]
ty=M	0
na=Hak (rurhak)	0	
id=134290114	3	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=11,9229
kz5=0	4	0		0	1	1	11,9229	0	2		1	0	

[RMS ZEST 1447]
ty=M	0
na=czyszczaki z PCV kanalizacyjne o śr. 110 mm	0	
id=5613600	2	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=8
pr=ICB_SREDNIE	0	0	0	5613602	1
kz5=0	4	0		0	1	1	8	0	2		1	0	

[RMS ZEST 1448]
ty=R	0
na=Montaż ścianki oraz drzwi	0	
id=999	1	
jm=r-g	149
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=5
pr=ICB_SREDNIE	0	0	0		1

[RMS ZEST 1449]
ty=M	0
na=Dostawa i materiał do wykonania pozycji [ 1 ścianka oraz 2 szt drzwi ] systemowe	0	
id=1510210	2	
jm=szt	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=5
pr=ICB_SREDNIE	0	0	0	1510299	1
kz5=0	4	0		0	1	1	5	0	2		1	0	

[RMS ZEST 1450]
ty=M	0
na=Daszek systemowy	0	
id=1510210	2	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=9,1
pr=ICB_SREDNIE	0	0	0	1510299	1
kz5=0	4	0		0	1	1	9,1	0	2		1	0	

[RMS ZEST 1451]
ty=R	0
na=Montaż - daszków systemowych	0	
id=999	1	
jm=r-g	149
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=9,1
pr=ICB_SREDNIE	0	0	0		1

[RMS ZEST 1455]
ty=M	0
na=śruby podkładki i nakrętki	0	
id=6801599	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=7,5506
pr=ICB_SREDNIE	0	0	0	6801599	1
kz5=0	4	0		0	1	1	7,5506	0	2		1	0	

[RMS ZEST 1456]
ty=M	0
na=krawędziaki iglaste wymiarowe nasycone kl.II	0	
id=2641810	2	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,8764
pr=ICB_SREDNIE	0	0	0	2641810	1
kz5=0	4	0		0	1	1	0,8764	0	2		1	0	

[RMS ZEST 1457]
ty=M	0
na=impregnat	0	
id=1412299	2	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,7226
pr=ICB_SREDNIE	0	0	0	1412299;1412899	1
kz5=0	4	0		0	1	1	0,7226	0	2		1	0	

[RMS ZEST 1458]
ty=M	0
na=Łącznik ppd - w.g proj konstrukcji	0	
id=	3	
jm=	000
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=4
kz5=0	4	0		0	1	1	4	0	2		1	0	

[RMS ZEST 1461]
ty=M	0
na=Delta Therm Plus membrana	0	
id=1560330	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=12,103
kz5=0	4	0		0	1	1	12,103	0	2		1	0	

[RMS ZEST 1462]
ty=S	0
na=wyciąg	0	
id=34000	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=71,5612665
pr=ICB_SREDNIE	0	0	0	34312	1

[RMS ZEST 1464]
ty=M	0
na=Blacha płaska powłoka poliester RAL, foliowane w standardzie, grub. min. 0,50 mm	0	
id=112190101	3	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=24,5809
pr=ICB_SREDNIE	0	0	0	1120899	1
kz5=0	4	0		0	1	1	24,5809	0	2		1	0	

[RMS ZEST 1465]
ty=M	0
na=gwoździe budowlane okrągłe gołe ocynkowane	0	
id=1330400	1	
jm=kg	033
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,662872
pr=ICB_SREDNIE	0	0	0	1332100	1
kz5=0	4	0		0	1	1	0,662872	0	2		1	0	

[RMS ZEST 1468]
ty=M	0
na=słupki drewniane iglaste śr.70mm	0	
id=3951300	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,0002366
pr=ICB_SREDNIE	0	0	0	3951301	1
kz5=0	4	0		0	1	1	0,0002366	0	2		1	0	

[RMS ZEST 1471]
ty=S	0
na=koparko-spycharka 0.15 m3	0	
id=11111	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,928655
pr=ICB_SREDNIE	0	0	0	11111	1

[RMS ZEST 1474]
ty=M	0
na=beton zwykły z kruszywa naturalnego B25	0	
id=2370699	2	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=35,88565
pr=ICB_SREDNIE	0	0	0	2370699	1
kz5=0	4	0		0	1	1	35,88565	0	2		1	0	

[RMS ZEST 1475]
ty=M	0
na=deski iglaste obrzynane 19-25 mm kl.III	0	
id=2600621	2	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,02366
pr=ICB_SREDNIE	0	0	0	2600621	1
kz5=0	4	0		0	1	1	0,02366	0	2		1	0	

[RMS ZEST 1476]
ty=M	0
na=deski iglaste obrzynane 28-45 mm kl.III	0	
id=2600622	2	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,01183
pr=ICB_SREDNIE	0	0	0	2600622	1
kz5=0	4	0		0	1	1	0,01183	0	2		1	0	

[RMS ZEST 1480]
ty=S	0
na=walec statyczny samojezdny 4-6 t	0	
id=12111	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,129564
pr=ICB_SREDNIE	0	0	0	12111	1

[RMS ZEST 1481]
ty=M	0
na=kruszywo łamane 0-31.5 mm	0	
id=1602299	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=3,914532
pr=ICB_SREDNIE	0	0	0	1602299	1
kz5=0	4	0		0	1	1	3,914532	0	2		1	0	

[RMS ZEST 1482]
ty=S	0
na=równiarka samojezdna 74 kW (100 KM)	0	
id=11612	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,06372
pr=ICB_SREDNIE	0	0	0	11612	1

[RMS ZEST 1483]
ty=S	0
na=walec statyczny samojezdny 10 t	0	
id=12113	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,299484
pr=ICB_SREDNIE	0	0	0	12113	1

[RMS ZEST 1488]
ty=M	0
na=obrzeża betonowe 20x6 cm	0	
id=2220803	1	
jm=m	040
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=21,5424
pr=ICB_SREDNIE	0	0	0	2223599	1
kz5=0	4	0		0	1	1	21,5424	0	2		1	0	

[RMS ZEST 1490]
ty=M	0
na=kostka brukowa 6 cm szara	0	
id=2222101	1	
jm=m2	050
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=21,771
pr=ICB_SREDNIE	0	0	0	2222012	1
kz5=0	4	0		0	1	1	21,771	0	2		1	0	

[RMS ZEST 1492]
ty=S	0
na=wibrator powierzchniowy	0	
id=45100	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=2,7612
pr=ICB_SREDNIE	0	0	0	45111	1

[RMS ZEST 1493]
ty=S	0
na=piła do cięcia kostki	0	
id=75200	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,531
pr=ICB_SREDNIE	0	0	0	75100	1

[RMS ZEST 1494]
ty=M	0
na=beton zwykły z kruszywa naturalnego	0	
id=2370699	1	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=1,8128
pr=ICB_SREDNIE	0	0	0	2370699	1
kz5=0	4	0		0	1	1	1,8128	0	2		1	0	

[RMS ZEST 1496]
ty=M	0
na=bale iglaste obrzynane 50 mm kl.II	0	
id=2600111	2	
jm=m3	060
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=0,0709128
pr=ICB_SREDNIE	0	0	0	2600110	1
kz5=0	4	0		0	1	1	0,0709128	0	2		1	0	

[RMS ZEST 1497]
ty=M	0
na=kołki rozporowe z tworzywa sztucznego	0	
id=8990499	2	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=39,947544
pr=ICB_SREDNIE	0	0	0	8990499	1
kz5=0	4	0		0	1	1	39,947544	0	2		1	0	

[RMS ZEST 1502]
ty=M	0
na=zaślepki z tworzywa sztucznego	0	
id=8990489	2	
jm=szt.	020
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=39,947544
pr=ICB_SREDNIE	0	0	0	8990489	1
kz5=0	4	0		0	1	1	39,947544	0	2		1	0	

[RMS ZEST 1503]
ty=S	0
na=rusztowania ramowe elewacyjne o szerokości 0,73 m i rozstawie podłużnym 3,07 m	0	
id=48200	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=22,45572

[RMS ZEST 1504]
ty=S	0
na=rusztowania	0	
id=48999	1	
jm=m-g	148
ce=0	1671779439	4			0
cw=0	PLN	0
wa=0
il=154,6854

[ELEMENT 1]
na=ROBOTY ROZBIÓRKOWE I DEMONTAŻOWE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2328
nu=1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[ELEMENT 2]
na=ROZBIÓRKA RAMPY OD STRONY ELEWACJI TYLNEJ ORAZ WYRÓWNANIE PODŁOŻA PO ROZBIÓRCE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2280
nu=1.1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2281
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996	KNR	4-04 0306-01	4-04	0306-01		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-04 0306-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie konstrukcji rampy zjazdowej [ Bez M ]
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=1
ob=0,69	0,69		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,69
jm=m3	060
pm=-1
wo=0	0,69	0,69				0

[PRZEDMIAR]
wo=0,69	1	0,69						

[RMS 1213]
id=2290
nz=13,97	0	13,97	
np=0	0	0
wa=0
wb=0
il=9,6393
uw=
kj=0
ij=13,97	13,97

[POZYCJA]
id=2307
pd=WACETOB wyd.I 1997, errata z Zeszytu 3/2001	KNR-W	2-01 0228-01	2-01	0228-01		0
pd5=WACETOB wyd.I 1997, errata z Zeszytu 3/2001	KATSRC_UNDEF	KNR-W 2-01 0228-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Zagęszczenie nasypów ubijakami mechanicznymi; grunty sypkie kat. I-II
op=0	1	0	0	0	0	0	0	0
nu=2
ob=0,37	0,37		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,37
jm=m3	060
pm=-1
wo=0	0,37	1,48*2,51*0,10				0

[PRZEDMIAR]
wo=0,37	1	1,48*2,51*0,10						

[RMS 1213]
id=2310
nz=0,134	0	0,134	
np=0	0	0
wa=0
wb=0
il=0,04958
uw=
kj=0
ij=0,134	0,134

[RMS 1235]
id=2309
nz=0,0704	0	0,0704	
np=0	0	0
wa=0
wb=0
il=0,026048
uw=
kj=0
ij=0,0704	0,0704

[POZYCJA]
id=2311
pd=ORGBUD wyd.III 1993, biuletyny do 9 1996	KNR	2-31 0308-03	2-31	0308-03	 0308-04	0
pd5=ORGBUD wyd.III 1993, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-31 0308-03	 0308-04
mpn=75:0:1009101211	<DaneKNR><Modyfikacje><Modyfikacja Pytanie="75" Wybory="0" Odpowiedzi="10" /></Modyfikacje></DaneKNR>
na=Nawierzchnia betonowa - warstwa górna o grubości 10 cm
op=0	1	0	0	0	0	0	0	0
nu=3
ob=3,71	3,71		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,71
jm=m2	050
pm=-1
wo=0	3,71	1,48*2,51				0

[PRZEDMIAR]
wo=3,71	1	1,48*2,51						

[RMS 1213]
id=2325
nz=0,5233	0	0,5233	
np=0	0	0
wa=0
wb=0
il=1,941443
uw=
kj=0
ij=0,5233	0,5233

[RMS 1238]
id=2316
nz=0,7	0	0,7	
np=1	0	2322
wa=0
wb=0
il=2,597
uw=
kj=0
ij=0,7	0,7

[RMS 1239]
id=2317
nz=0,0005	0	0,0005	
np=1	0	2322
wa=0
wb=0
il=0,001855
uw=
kj=0
ij=0,0005	0,0005

[RMS 1194]
id=2318
nz=0,05	0	0,05	
np=1	0	2322
wa=0
wb=0
il=0,1855
uw=
kj=0
ij=0,05	0,05

[RMS 1240]
id=2319
nz=0,012	0	0,007+5*0,001	
np=1	0	2322
wa=0
wb=0
il=0,04452
uw=
kj=0
ij=0,012	0,012

[RMS 1241]
id=2320
nz=0,021	0	0,011+5*0,002	
np=1	0	2322
wa=0
wb=0
il=0,07791
uw=
kj=0
ij=0,021	0,021

[RMS 1327]
id=2321
nz=0,075	0	0,075	
np=1	0	2322
wa=0
wb=0
il=0,27825
uw=
kj=0
ij=0,075	0,075

[RMS 6]
id=2322
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1243]
id=2323
nz=0,10155	0	0,0508+5*0,01015	
np=0	0	0
wa=0
wb=0
il=0,3767505
uw=
kj=0
ij=0,10155	0,10155

[RMS 1244]
id=2324
nz=0,041	0	0,021+5*0,004	
np=0	0	0
wa=0
wb=0
il=0,15211
uw=
kj=0
ij=0,041	0,041

[ELEMENT 2]
na=ROZBIÓRKA WIATY PRZYLEGAJĄCEJ DO BUDYNKU ELEWACJA FRONTOWA
wa=0
kn=0	0	0
wn=0	0	0	0
id=2291
nu=1.2

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2294
pd=WACETOB wyd.III 2000	KNR-W	4-01 0545-02	4-01	0545-02		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0545-02	
mpn=1211	<DaneKNR />
na=Rozebranie pokrycia dachowego z blachy nie nadającej się do użytku
op=0	1	0	0	0	0	0	0	0
nu=4
ob=64,51	64,51		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=64,51
jm=m2	050
pm=-1
wo=0	64,51	25,60*2,52	 			0

[PRZEDMIAR]
wo=64,51	1	25,60*2,52	 					

[RMS 1213]
id=2295
nz=0,12	0	0,12	
np=0	0	0
wa=0
wb=0
il=7,7412
uw=
kj=0
ij=0,12	0,12

[POZYCJA]
id=2296
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996	KNR	4-04 0814-04	4-04	0814-04		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-04 0814-04	
mpn=1211	<DaneKNR />
na=Przecinanie poprzeczne palnikiem tlenowym słupków wiaty
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=5
ob=12	12		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=12
jm=szt.	020
pm=-1
wo=0	12	12				0

[PRZEDMIAR]
wo=12	1	12						

[RMS 1213]
id=2306
nz=0,16	0	0,16	
np=0	0	0
wa=0
wb=0
il=1,92
uw=
kj=0
ij=0,16	0,16

[RMS 1224]
id=2299
nz=0,0004	0	0,0004	
np=1	0	2304
wa=0
wb=0
il=0,0048
uw=
kj=0
ij=0,0004	0,0004

[RMS 1225]
id=2300
nz=0,0005	0	0,0005	
np=1	0	2304
wa=0
wb=0
il=0,006
uw=
kj=0
ij=0,0005	0,0005

[RMS 1226]
id=2301
nz=0,18	0	0,18	
np=1	0	2304
wa=0
wb=0
il=2,16
uw=
kj=0
ij=0,18	0,18

[RMS 1231]
id=2302
nz=0,068	0	0,068	
np=1	0	2304
wa=0
wb=0
il=0,816
uw=
kj=0
ij=0,068	0,068

[RMS 1232]
id=2303
nz=0,008	0	0,008	
np=1	0	2304
wa=0
wb=0
il=0,096
uw=
kj=0
ij=0,008	0,008

[RMS 6]
id=2304
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1233]
id=2305
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=0,72
uw=
kj=0
ij=0,06	0,06

[ELEMENT 2]
na=DEMONTAŻ KLIMATYZATORÓW, RYNIEN ORAZ RUR SPUSTOWYCH NA ELEWACJI
wa=0
kn=0	0	0
wn=0	0	0	0
id=2333
nu=1.3

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2334
pd=WACETOB wyd.I 1997	KNR-W	4-02 40215-03	4-02	40215-03		0
pd5=WACETOB wyd.I 1997	KATSRC_UNDEF	KNR-W 4-02 40215-03	
mpn=1211	<DaneKNR />
na=Demontaż jednostki klimatyzacji na elewacji
op=0	1	0	0	0	0	0	0	0
nu=6
ob=4	4		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=4
jm=szt.	020
pm=-1
wo=0	4	4				0

[PRZEDMIAR]
wo=4	1	4						

[RMS 1213]
id=2337
nz=5,56	0	5,56	
np=0	0	0
wa=0
wb=0
il=22,24
uw=
kj=0
ij=5,56	5,56

[RMS 6]
id=2336
nz=2	0	2	
np=0	0	0
op=R	82
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2338
pd=ORGBUD wyd.I 1988,biuletyny do 9 1996	KNR	4-01 0535-04	4-01	0535-04		0
pd5=ORGBUD wyd.I 1988,biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0535-04	
mpn=1211	1211
na=Rozebranie rynien z blachy nie nadającej się do użytku
op=0	1	0	0	0	0	0	0	0
nu=7
ob=86,02	86,02		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=86,02
jm=m	040
pm=-1
wo=0	86,02	30,04+12,94+43,04				0

[PRZEDMIAR]
wo=86,02	1	30,04+12,94+43,04						

[RMS 1213]
id=2339
nz=0,15	0	0,15	
np=0	0	0
wa=0
wb=0
il=12,903
uw=
kj=0
ij=0,15	0,15

[POZYCJA]
id=2340
pd=WACETOB wyd.III 2000	KNR-W	4-01 0545-06	4-01	0545-06		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0545-06	
mpn=1211	1211
na=Rozebranie rury spustowej z blachy nie nadającej się do użytku
op=0	1	0	0	0	0	0	0	0
nu=8
ob=36,13	36,13		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=36,13
jm=m	040
pm=-1
wo=0	12,72	3*4,24				0
wo=0	14,19	3*4,73				0
wo=0	9,22	2*4,61				0

[PRZEDMIAR]
wo=12,72	1	3*4,24						
wo=14,19	1	3*4,73						
wo=9,22	1	2*4,61						

[RMS 1213]
id=2341
nz=0,11	0	0,11	
np=0	0	0
wa=0
wb=0
il=3,9743
uw=
kj=0
ij=0,11	0,11

[ELEMENT 2]
na=DEMONTAŻ OŚCIEŻNIC I DRZWI ISTNIEJĄCYCH ORAZ OKIEN
wa=0
kn=0	0	0
wn=0	0	0	0
id=2329
nu=1.4

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2330
pd=WACETOB wyd.III 2000	KNR-W	4-01 0353-04	4-01	0353-04		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0353-04	
mpn=1211	<DaneKNR />
na=Wykucie z muru ościeżnic wraz z demontażem skrzydeł drzwiowych R [1,50]
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=9
ob=64	64		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=64
jm=szt.	020
pm=-1
wo=0	55	55	drzwi w			0
wo=0	9	9	drzwi z			0

[PRZEDMIAR]
wo=55	1	55	drzwi w					
wo=9	1	9	drzwi z					

[RMS 1213]
id=2332
nz=1,5	0	1,50	
np=0	0	0
wa=0
wb=0
il=96
uw=
kj=0
ij=1,5	1,5

[POZYCJA]
id=2350
pd=IGM wyd.I 1998				 		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	 	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Demontaż starych okien wraz z podokiennikami
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=10
ob=14	14		1
jm=szt	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=14
jm=szt	020
pm=-1
wo=0	14	14				0

[PRZEDMIAR]
wo=14	1	14						

[RMS 1213]
id=2351
nz=1,5	0	1,5	
np=0	0	0
wa=0
wb=0
il=21
uw=
kj=0
ij=1,5	1,5

[RMS 1462]
id=2360
nz=0,05	0	0,05	
np=0	0	0
wa=0
wb=0
il=0,7
uw=
kj=0
ij=0,05	0,05

[RMS 1415]
id=2361
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=0,84
uw=
kj=0
ij=0,06	0,06

[ELEMENT 2]
na=WYBURZENIE ŚCIAN WEWNĘTRZNYCH, WYKUCIE I DOPASOWANIE OTWORÓW
wa=0
kn=0	0	0
wn=0	0	0	0
id=2342
nu=1.5

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2343
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996	KNR	4-04 0102-02	4-04	0102-02		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-04 0102-02	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie murów na zaprawie cementowo-wapiennej
op=0	1	0	0	0	0	0	0	0
nu=11
ob=138,8	138,8		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=138,8
jm=m3	060
pm=-1
wo=0	18,05	3,92*(0,075+2,30+2,23)				0
wo=0	41,19	4,30*(2,30+3,83+0,20+0,38+0,75+0,39*2+0,35*2+0,64)				0
wo=0	3,07	2,92*(0,10+0,062+0,45+0,44)				0
wo=0	3,28	3,10*(0,058+1,0)				0
wo=0	24,91	4,22*0,18*(2,3+4,18+3,72+4,59+1,98+2,92+3,93+5,23+3,94)				0
wo=0	46,86	4,10*(4,22+4,12+1,79+1,30)				0
wo=0	1,44	4,28*(0,10*3+0,037)				0

[PRZEDMIAR]
wo=18,05	1	3,92*(0,075+2,30+2,23)						
wo=41,19	1	4,30*(2,30+3,83+0,20+0,38+0,75+0,39*2+0,35*2+0,64)						
wo=3,07	1	2,92*(0,10+0,062+0,45+0,44)						
wo=3,28	1	3,10*(0,058+1,0)						
wo=24,91	1	4,22*0,18*(2,3+4,18+3,72+4,59+1,98+2,92+3,93+5,23+3,94)						
wo=46,86	1	4,10*(4,22+4,12+1,79+1,30)						
wo=1,44	1	4,28*(0,10*3+0,037)						

[RMS 1213]
id=2346
nz=3,1	0	3,1	
np=0	0	0
wa=0
wb=0
il=430,28
uw=
kj=0
ij=3,1	3,1

[POZYCJA]
id=2347
pd=WACETOB wyd.III 2000	KNR-W	4-01 0331-03	4-01	0331-03		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0331-03	
mpn=1211	<DaneKNR />
na=Wykucie otworów / powiększenie otworów w ścianach z cegły / pustaka  na zaprawie wapiennej lub cementowo-wapiennej dla otworów drzwiowych i okiennych
op=0	1	0	0	0	0	0	0	0
nu=12
ob=18,59	18,59		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=18,59
jm=m3	060
pm=-1
wo=0	14,47	0,48*2*2+0,48*2*0,39+0,48*2*0,84+0,46*1,95*1,4+0,46*2,4*1,95*4+0,46*2,4*1,36	okna			0
wo=0	1,22	0,48*2,1*0,32+2*0,46*2,1*0,4+0,48*2,1*0,12	drzwi zew			0
wo=0	2,9	0,18*1,8*2,2+0,18*2*0,22+0,18*2*0,12+0,36*0,9*2*2+0,36*2*0,16+0,2*1,5*1,5+0,23*0,18*2+0,15*0,17*2+0,18*0,10*2*2	drzwi wew			0

[PRZEDMIAR]
wo=14,47	1	0,48*2*2+0,48*2*0,39+0,48*2*0,84+0,46*1,95*1,4+0,46*2,4*1,95*4+0,46*2,4*1,36	okna					
wo=1,22	1	0,48*2,1*0,32+2*0,46*2,1*0,4+0,48*2,1*0,12	drzwi zew					
wo=2,9	1	0,18*1,8*2,2+0,18*2*0,22+0,18*2*0,12+0,36*0,9*2*2+0,36*2*0,16+0,2*1,5*1,5+0,23*0,18*2+0,15*0,17*2+0,18*0,10*2*2	drzwi wew					

[RMS 1213]
id=2349
nz=8,63	0	8,63	
np=0	0	0
wa=0
wb=0
il=160,4317
uw=
kj=0
ij=8,63	8,63

[ELEMENT 2]
na=ZERWANIE OKŁADZIN PODŁOGOWYCH
wa=0
kn=0	0	0
wn=0	0	0	0
id=2362
nu=1.6

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2642
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996	KNR	4-04 0301-04	4-04	0301-04		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-04 0301-04	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie podłoża z betonu żwirowego o grubości ponad 15 cm - pod poduszki betonowe
op=0	1	0	0	0	0	0	0	0
nu=13
ob=0,55	0,55		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,55
jm=m3	060
pm=-1
wo=0	0,55	0,55				0

[PRZEDMIAR]
wo=0,55	1	0,55						

[RMS 1213]
id=2645
nz=6,71	0	6,71	
np=0	0	0
wa=0
wb=0
il=3,6905
uw=
kj=0
ij=6,71	6,71

[POZYCJA]
id=2363
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996	KNR	4-04 0504-03	4-04	0504-03		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-04 0504-03	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie posadzek z płytek ceramicznych /  terakoty
op=0	1	0	0	0	0	0	0	0
nu=14
ob=227,64	227,64		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=227,64
jm=m2	050
pm=-1
wo=0	227,64	227,64				0

[PRZEDMIAR]
wo=227,64	1	227,64						

[RMS 1213]
id=2364
nz=0,52	0	0,52	
np=0	0	0
wa=0
wb=0
il=118,3728
uw=
kj=0
ij=0,52	0,52

[POZYCJA]
id=2365
pd=ORGBUD wyd.III 1994, biuletyny do 9 1996				 		0
pd5=ORGBUD wyd.III 1994, biuletyny do 9 1996	KATSRC_UNDEF	 	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie posadzek z paneli podłogowych wraz z podkładem
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=15
ob=115,82	115,82		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=115,82
jm=m2	050
pm=-1
wo=0	115,82	115,82				0

[PRZEDMIAR]
wo=115,82	1	115,82						

[RMS 1213]
id=2369
nz=0,18	0	0,18	
np=0	0	0
wa=0
wb=0
il=20,8476
uw=
kj=0
ij=0,18	0,18

[POZYCJA]
id=2378
pd=WACETOB wyd.I 1997	KNR-W	4-02 0233-02	4-02	0233-02		0
pd5=WACETOB wyd.I 1997	KATSRC_UNDEF	KNR-W 4-02 0233-02	
mpn=1211	<DaneKNR />
na=Demontaż wpustu podłogowego
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=16
ob=22	22		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=22
jm=szt.	020
pm=-1
wo=0	22	22				0

[PRZEDMIAR]
wo=22	1	22						

[RMS 1213]
id=2380
nz=0,36	0	0,36	
np=0	0	0
wa=0
wb=0
il=7,92
uw=
kj=0
ij=0,36	0,36

[ELEMENT 2]
na=ZERWANIE OKŁADZIN ŚCIENNYCH
wa=0
kn=0	0	0
wn=0	0	0	0
id=2370
nu=1.7

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2376
pd=WACETOB wyd.III 2000	KNR-W	4-01 0820-08	4-01	0820-08		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0820-08	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Rozebranie okładziny ściennej z płytek ceramicznych
op=0	1	0	0	0	0	0	0	0
nu=17
ob=1323,75	1323,75		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1323,75
jm=m2	050
pm=-1
wo=0	1323,75	1323,75				0

[PRZEDMIAR]
wo=1323,75	1	1323,75						

[RMS 1213]
id=2377
nz=1,38	0	1,38	
np=0	0	0
wa=0
wb=0
il=1826,775
uw=
kj=0
ij=1,38	1,38

[ELEMENT 2]
na=WYWOZY I UTYLIZACJE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2381
nu=1.8

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2382
pd=ORGBUD wyd.I 1988,biuletyny do 9 1996	KNR	4-01 0108-09	4-01	0108-09	 0108-10 	0
pd5=ORGBUD wyd.I 1988,biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0108-09	 0108-10 
mpn=37:0:140966,101211	37:0:140966,101211
na=Wywiezienie gruzu spryzmowanego samochodami skrzyniowymi na odległość 14 km
op=0	1	0	0	0	0	0	0	0
nu=18
ob=297,92	297,92		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=297,92
jm=m3	060
pm=-1
wo=0	0,69	#p2281				0
wo=0	3,6	3,6	okna okoC582o			0
wo=0	138,8	#p2343				0
wo=0	18,59	#p2347				0
wo=0	18,21	#p2363*0,08				0
wo=0	11,58	#p2365*0,1				0
wo=0	105,9	#p2376*0,08				0
wo=0	0,55	0,55				0

[PRZEDMIAR]
wo=0,69	1	#p1						
wo=3,6	1	3,6	okna około					
wo=138,8	1	#p11						
wo=18,59	1	#p12						
wo=18,21	1	#p14*0,08						
wo=11,58	1	#p15*0,1						
wo=105,9	1	#p17*0,08						
wo=0,55	1	0,55						

[RMS 1213]
id=2383
nz=1,39	0	1,39	
np=0	0	0
wa=0
wb=0
il=414,1088
uw=
kj=0
ij=1,39	1,39

[RMS 1415]
id=2384
nz=0,98	0	0,72+13*0,02	
np=0	0	0
wa=0
wb=0
il=291,9616
uw=
kj=0
ij=0,98	0,98

[POZYCJA]
id=2385
pd=						0
pd5=	KATSRC_UNDEF		
na=Koszty utylizacji odpadów budowlanych ( wszystkie rodzaje odpadów na budowie ) - oprócz metali i drewna
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=19
ob=297,92	297,92		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=297,92
jm=m3	060
pm=-1
wo=0	297,92	#p2382				0

[PRZEDMIAR]
wo=297,92	1	#p18						

[RMS 1259]
id=2386
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=297,92
uw=
kj=0
ij=1	1

[ELEMENT 1]
na=ROBOTY BUDOWLANE - KONSRUKCYJNE, MUROWE, POSADZKOWE, WYKOŃCZENIOWE, STOLARKA I INNE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2387
nu=2

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[ELEMENT 2]
na=ZASYPANIE SCHODÓW pom. 1/14
wa=0
kn=0	0	0
wn=0	0	0	0
id=2389
nu=2.1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2390
pd=wyd.V 1995	KNR	2-02 1101-07	2-02	1101-07		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1101-07	
na=Podkłady na podłożu gruntowym z piasku 40 cm
op=0	1	0	0	0	0	0	0	0
nu=20
ob=1,48	1,48		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,48
jm=m3	060
pm=-1
wo=0	1,48	3,70*0,4				0

[PRZEDMIAR]
wo=1,48	1	3,70*0,4						

[RMS 1213]
id=2391
nz=4,32	0	4,32	
np=0	0	0
wa=0
wb=0
il=6,3936
uw=
kj=0
ij=4,32	4,32

[RMS 1261]
id=2392
nz=1,08	0	1,08	
np=1	0	2393
wa=0
wb=0
il=1,5984
uw=
kj=0
ij=1,08	1,08

[RMS 1262]
id=2393
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2394
pd=ORGBUD wyd.II 1987,biuletyny do 9 1996	KNR	2-01 0236-03	2-01	0236-03		0
pd5=ORGBUD wyd.II 1987,biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-01 0236-03	
mpn=_1211	_1211
na=Zagęszczenie podkładu posadzkowego [ piasku ] zagęszczarkami; grunty sypkie kat. I-III
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=21
ob=1,48	1,48		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.01.02			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,48
jm=m3	060
pm=-1
wo=0	1,48	#p2390				0

[PRZEDMIAR]
wo=1,48	1	#p20						

[RMS 1213]
id=2395
nz=0,1022	0	0,1022	
np=0	0	0
wa=0
wb=0
il=0,151256
uw=
kj=0
ij=0,1022	0,1022

[RMS 1263]
id=2396
nz=0,031	0	0,031	
np=0	0	0
wa=0
wb=0
il=0,04588
uw=
kj=0
ij=0,031	0,031

[POZYCJA]
id=2447
pd=ORGBUD wyd. spec. 1998	KNR	2-02 1101-01	2-02	1101-01		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 1101-01	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Podkłady betonowe na podłożu gruntowym
op=0	1	0	0	0	0	0	0	0
nu=22
ob=0,37	0,37		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,37
jm=m3	060
pm=-1
wo=0	0,37	3,70*0,1				0

[PRZEDMIAR]
wo=0,37	1	3,70*0,1						

[RMS 1213]
id=2448
nz=5,26	0	5,26	
np=0	0	0
wa=0
wb=0
il=1,9462
uw=
kj=0
ij=5,26	5,26

[RMS 1494]
id=3192
nz=1,03	0	1,03	
np=1	0	3193
wa=0
wb=0
il=0,3811
uw=
kj=0
ij=1,03	1,03

[RMS 6]
id=3193
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2397
pd=ORGBUD wyd. spec. 1998	KNR	2-02 0205-01	2-02	0205-01		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 0205-01	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty></DaneKNR>
na=Płyta betonowa  - ręczne układanie betonu - 10 cm
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=23
ob=0,37	0,37		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,37
jm=m3	060
pm=-1
wo=0	0,37	3,70*0,1				0

[PRZEDMIAR]
wo=0,37	1	3,70*0,1						

[RMS 1213]
id=2398
nz=2,68	0	2,68	
np=0	0	0
wa=0
wb=0
il=0,9916
uw=
kj=0
ij=2,68	2,68

[RMS 1279]
id=2441
nz=1,015	0	1,015	
np=1	0	2445
wa=0
wb=0
il=0,37555
uw=
kj=0
ij=1,015	1,015

[RMS 1280]
id=2442
nz=0,002	0	0,002	
np=1	0	2445
wa=0
wb=0
il=0,00074
uw=
kj=0
ij=0,002	0,002

[RMS 1281]
id=2443
nz=0,001	0	0,001	
np=1	0	2445
wa=0
wb=0
il=0,00037
uw=
kj=0
ij=0,001	0,001

[RMS 1226]
id=2444
nz=0,02	0	0,02	
np=1	0	2445
wa=0
wb=0
il=0,0074
uw=
kj=0
ij=0,02	0,02

[RMS 6]
id=2445
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2446
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=0,0037
uw=
kj=0
ij=0,01	0,01

[POZYCJA]
id=2401
pd=wyd.I 2008	KNR	9-15 0301-02	9-15	0301-02		0
pd5=wyd.I 2008	KATSRC_UNDEF	KNR 9-15 0301-02	
na=Izolacje powierzchni poziomych podłoży betonowych na gruncie z papy podkładowej
op=0	1	0	0	0	0	0	0	0
nu=24
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.08			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2402
nz=0,185	0	0,185	
np=0	0	0
wa=0
wb=0
il=0,6845
uw=
kj=0
ij=0,185	0,185

[RMS 1265]
id=2403
nz=2,3	0	2,3	
np=1	0	2405
wa=0
wb=0
il=8,51
uw=
kj=0
ij=2,3	2,3

[RMS 1266]
id=2404
nz=0,12	0	0,12	
np=1	0	2405
wa=0
wb=0
il=0,444
uw=
kj=0
ij=0,12	0,12

[RMS 1262]
id=2405
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2406
nz=0,012	0	0,012	
np=0	0	0
wa=0
wb=0
il=0,0444
uw=
kj=0
ij=0,012	0,012

[POZYCJA]
id=2407
pd=wyd.V 1995	KNR	2-02 0609-03	2-02	0609-03		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 0609-03	
na=Izolacje poziome na wierzchu konstrukcji jednowarstwowe ze styropianu EPS 100 gr. 10cm
op=0	1	0	0	0	0	0	0	0
nu=25
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.09			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2408
nz=0,0891	0	0,0891	
np=0	0	0
wa=0
wb=0
il=0,32967
uw=
kj=0
ij=0,0891	0,0891

[RMS 1268]
id=2409
nz=0,105	0	0,105	
np=1	0	2410
wa=0
wb=0
il=0,3885
uw=
kj=0
ij=0,105	0,105

[RMS 1262]
id=2410
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2411
nz=0,0032	0	0,0032	
np=0	0	0
wa=0
wb=0
il=0,01184
uw=
kj=0
ij=0,0032	0,0032

[RMS 1415]
id=2412
nz=0,0047	0	0,0047	
np=0	0	0
wa=0
wb=0
il=0,01739
uw=
kj=0
ij=0,0047	0,0047

[POZYCJA]
id=2413
pd=wyd.V 1995	KNR	2-02 0616-01	2-02	0616-01		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 0616-01	
na=Izolacje poziome z jednej warstwy folii PE
op=0	1	0	0	0	0	0	0	0
nu=26
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.08			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2414
nz=0,0832	0	0,0832	
np=0	0	0
wa=0
wb=0
il=0,30784
uw=
kj=0
ij=0,0832	0,0832

[RMS 1270]
id=2415
nz=1,19	0	1,19	
np=1	0	2416
wa=0
wb=0
il=4,403
uw=
kj=0
ij=1,19	1,19

[RMS 1262]
id=2416
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2417
nz=0,0045	0	0,0045	
np=0	0	0
wa=0
wb=0
il=0,01665
uw=
kj=0
ij=0,0045	0,0045

[RMS 1415]
id=2418
nz=0,0012	0	0,0012	
np=0	0	0
wa=0
wb=0
il=0,00444
uw=
kj=0
ij=0,0012	0,0012

[POZYCJA]
id=2419
pd=wyd.V 1995	KNR	2-02 1106-01	2-02	1106-01		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1106-01	
na=Podkład betonowy pływający  grubości 25mm
op=0	1	0	0	0	0	0	0	0
nu=27
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2420
nz=0,7592	0	0,7592	
np=0	0	0
wa=0
wb=0
il=2,80904
uw=
kj=0
ij=0,7592	0,7592

[RMS 1271]
id=2421
nz=0,0272	0	0,0272	
np=1	0	2424
wa=0
wb=0
il=0,10064
uw=
kj=0
ij=0,0272	0,0272

[RMS 1272]
id=2422
nz=0,085	0	0,085	
np=1	0	2424
wa=0
wb=0
il=0,3145
uw=
kj=0
ij=0,085	0,085

[RMS 1273]
id=2423
nz=0,15	0	0,15	
np=1	0	2424
wa=0
wb=0
il=0,555
uw=
kj=0
ij=0,15	0,15

[RMS 1262]
id=2424
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2425
nz=0,0387	0	0,0387	
np=0	0	0
wa=0
wb=0
il=0,14319
uw=
kj=0
ij=0,0387	0,0387

[RMS 1415]
id=2426
nz=0,0003	0	0,0003	
np=0	0	0
wa=0
wb=0
il=0,00111
uw=
kj=0
ij=0,0003	0,0003

[POZYCJA]
id=2427
pd=wyd.V 1995	KNR	2-02 1106-03	2-02	1106-03		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1106-03	
na=Podkład betonowy pływający - pogrubienie posadzki o 1cm
op=0	1	0	0	0	0	0	0	0
nu=28
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
krn=2,5		
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2428
nz=0,0602	0	0,0602	
np=0	0	0
wa=0
wb=0
il=0,55685
uw=
kj=0
ij=0,1505	0,1505

[RMS 1271]
id=2429
nz=0,0105	0	0,0105	
np=1	0	2430
wa=0
wb=0
il=0,097125
uw=
kj=0
ij=0,02625	0,02625

[RMS 1262]
id=2430
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2431
nz=0,0149	0	0,0149	
np=0	0	0
wa=0
wb=0
il=0,137825
uw=
kj=0
ij=0,03725	0,03725

[POZYCJA]
id=2432
pd=wyd.V 1995	KNR	2-02 1106-07	2-02	1106-07		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1106-07	
na=Dopłata za zbrojenie posadzki siatką stalową
op=0	1	0	0	0	0	0	0	0
nu=29
ob=3,7	3,7		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,7
jm=m2	050
pm=-1
wo=0	3,7	3,70				0

[PRZEDMIAR]
wo=3,7	1	3,70						

[RMS 1213]
id=2433
nz=0,074	0	0,074	
np=0	0	0
wa=0
wb=0
il=0,2738
uw=
kj=0
ij=0,074	0,074

[RMS 1275]
id=2434
nz=1,02	0	1,02	
np=1	0	2435
wa=0
wb=0
il=3,774
uw=
kj=0
ij=1,02	1,02

[RMS 1262]
id=2435
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2436
nz=0,0011	0	0,0011	
np=0	0	0
wa=0
wb=0
il=0,00407
uw=
kj=0
ij=0,0011	0,0011

[RMS 1415]
id=2437
nz=0,0017	0	0,0017	
np=0	0	0
wa=0
wb=0
il=0,00629
uw=
kj=0
ij=0,0017	0,0017

[ELEMENT 2]
na=WYRÓWNANIE POWIERZCHNI MODERNIZOWANEJ HALI ( dział uwzględnia również zabetonowanie po wpustach posadzek )
wa=0
kn=0	0	0
wn=0	0	0	0
id=2451
nu=2.2

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2508
pd=IGM wyd.I 1999	KNR	0-23 2611-01	0-23	2611-01		0
pd5=IGM wyd.I 1999	KATSRC_UNDEF	KNR 0-23 2611-01	
mpn=1211	1211
na=Przygotowanie starego podłoża - oczyszczenie mechaniczne i zmycie - wyrównanie posadzek w cz.1 - pom. 1/18 zlikwidować zapach wędzarni
op=0	1	0	0	0	0	0	0	0
nu=30
ob=263,31	263,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=263,31
jm=m2	050
pm=-1
wo=0	27,89	27,89	1/7			0
wo=0	19,92	19,92	1/8			0
wo=0	40,25	40,25	1/9			0
wo=0	33,42	33,42	1/18			0
wo=0	18,71	18,71	1/20			0
wo=0	36,73	36,73	1/21			0
wo=0	32,76	6,1*2+20,56	1/28			0
wo=0	53,63	893,89*6%	po demontowanych C59Bciankach oraz wpustach			0

[PRZEDMIAR]
wo=27,89	1	27,89	1/7					
wo=19,92	1	19,92	1/8					
wo=40,25	1	40,25	1/9					
wo=33,42	1	33,42	1/18					
wo=18,71	1	18,71	1/20					
wo=36,73	1	36,73	1/21					
wo=32,76	1	6,1*2+20,56	1/28					
wo=53,63	1	893,89*6%	po demontowanych ściankach oraz wpustach					

[RMS 1213]
id=2509
nz=0,272	0	0,272	
np=0	0	0
wa=0
wb=0
il=71,62032
uw=
kj=0
ij=0,272	0,272

[POZYCJA]
id=2510
pd=IGM wyd.I 1998	KNR	0-17 2608-03	0-17	2608-03		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	KNR 0-17 2608-03	
mpn=1211	1211
na=Przygotowanie podłoża - gruntowanie preparatem wzmacniającym jednokrotnie - wyrównanie posadzek w cz.1
op=0	1	0	0	0	0	0	0	0
nu=31
ob=263,31	263,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=263,31
jm=m2	050
pm=-1
wo=0	263,31	#p2508				0

[PRZEDMIAR]
wo=263,31	1	#p30						

[RMS 1213]
id=2511
nz=0,0662	0	0,0662	
np=0	0	0
wa=0
wb=0
il=17,431122
uw=
kj=0
ij=0,0662	0,0662

[RMS 1283]
id=2512
nz=0,2	0	0,2	
np=1	0	2513
wa=0
wb=0
il=52,662
uw=
kj=0
ij=0,2	0,2

[RMS 6]
id=2513
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2514
nz=0,0001	0	0,0001	
np=0	0	0
wa=0
wb=0
il=0,026331
uw=
kj=0
ij=0,0001	0,0001

[POZYCJA]
id=2489
pd=wyd.V 1995	KNR	2-02 1106-01	2-02	1106-01		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1106-01	
na=Podkład betonowy pływający  grubości 25mm
op=0	1	0	0	0	0	0	0	0
nu=32
ob=263,31	263,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=263,31
jm=m2	050
pm=-1
wo=0	263,31	#p2508				0

[PRZEDMIAR]
wo=263,31	1	#p30						

[RMS 1213]
id=2490
nz=0,7592	0	0,7592	
np=0	0	0
wa=0
wb=0
il=199,904952
uw=
kj=0
ij=0,7592	0,7592

[RMS 1271]
id=2491
nz=0,0272	0	0,0272	
np=1	0	2494
wa=0
wb=0
il=7,162032
uw=
kj=0
ij=0,0272	0,0272

[RMS 1272]
id=2492
nz=0,085	0	0,085	
np=1	0	2494
wa=0
wb=0
il=22,38135
uw=
kj=0
ij=0,085	0,085

[RMS 1273]
id=2493
nz=0,15	0	0,15	
np=1	0	2494
wa=0
wb=0
il=39,4965
uw=
kj=0
ij=0,15	0,15

[RMS 1262]
id=2494
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2495
nz=0,0387	0	0,0387	
np=0	0	0
wa=0
wb=0
il=10,190097
uw=
kj=0
ij=0,0387	0,0387

[RMS 1415]
id=2496
nz=0,0003	0	0,0003	
np=0	0	0
wa=0
wb=0
il=0,078993
uw=
kj=0
ij=0,0003	0,0003

[POZYCJA]
id=2497
pd=wyd.V 1995	KNR	2-02 1106-03	2-02	1106-03		0
pd5=wyd.V 1995	KATSRC_UNDEF	KNR 2-02 1106-03	
na=Podkład betonowy pływający - pogrubienie posadzki o 1cm
op=0	1	0	0	0	0	0	0	0
nu=33
ob=263,31	263,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
krn=2,5		
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=263,31
jm=m2	050
pm=-1
wo=0	263,31	#p2508				0

[PRZEDMIAR]
wo=263,31	1	#p30						

[RMS 1213]
id=2498
nz=0,0602	0	0,0602	
np=0	0	0
wa=0
wb=0
il=39,628155
uw=
kj=0
ij=0,1505	0,1505

[RMS 1271]
id=2499
nz=0,0105	0	0,0105	
np=1	0	2500
wa=0
wb=0
il=6,9118875
uw=
kj=0
ij=0,02625	0,02625

[RMS 1262]
id=2500
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2501
nz=0,0149	0	0,0149	
np=0	0	0
wa=0
wb=0
il=9,8082975
uw=
kj=0
ij=0,03725	0,03725

[ELEMENT 2]
na=ROBOTY KONSTRUKCYJNE I MUROWE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2515
nu=2.3

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2516
pd=WACETOB wyd.III 2000	KNR-W	4-01 0304-02	4-01	0304-02		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0304-02	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Uzupełnienie ścian lub zamurowanie otworów w ścianach na zaprawie cementowo-wapiennej bloczkami z betonu komórkowego - różne grubości bloczków
op=0	1	0	0	0	0	0	0	0
nu=34
ob=1,66	1,66		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,66
jm=m3	060
pm=-1
wo=0	1,66	0,98*2*0,30+0,17*2*0,98+1,15*0,40+0,14*2,00				0

[PRZEDMIAR]
wo=1,66	1	0,98*2*0,30+0,17*2*0,98+1,15*0,40+0,14*2,00						

[RMS 1213]
id=2525
nz=7,15	0	7,15	
np=0	0	0
wa=0
wb=0
il=11,869
uw=
kj=0
ij=7,15	7,15

[RMS 1286]
id=2518
nz=34,5	0	34,5	
np=1	0	2522
wa=0
wb=0
il=57,27
uw=
kj=0
ij=34,5	34,5

[RMS 1319]
id=2519
nz=0,018	0	0,018	
np=1	0	2522
wa=0
wb=0
il=0,02988
uw=
kj=0
ij=0,018	0,018

[RMS 1288]
id=2520
nz=0,0106	0	0,0106	
np=1	0	2522
wa=0
wb=0
il=0,017596
uw=
kj=0
ij=0,0106	0,0106

[RMS 1325]
id=2521
nz=0,095	0	0,095	
np=1	0	2522
wa=0
wb=0
il=0,1577
uw=
kj=0
ij=0,095	0,095

[RMS 6]
id=2522
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1290]
id=2523
nz=0,13	0	0,13	
np=0	0	0
wa=0
wb=0
il=0,2158
uw=
kj=0
ij=0,13	0,13

[RMS 1462]
id=2524
nz=0,9	0	0,9	
np=0	0	0
wa=0
wb=0
il=1,494
uw=
kj=0
ij=0,9	0,9

[POZYCJA]
id=2527
pd=ORGBUD wyd. spec. 1998	KNR	2-02 0290-01	2-02	0290-01		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 0290-01	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty></DaneKNR>
na=Przygotowanie i montaż zbrojenia elementów budynków i budowli - pręty gładkie o śr. do 7 mm - stal wg. projektu
op=0	1	0	0	0	0	0	0	0
nu=35
ob=0,15	0,15		1
jm=t	034
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.02			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,15
jm=t	034
pm=-1
wo=0	0,15	153,61/1000	fi 6			0

[PRZEDMIAR]
wo=0,15	1	153,61/1000	fi 6					

[RMS 1213]
id=2528
nz=35,72	0	35,72	
np=0	0	0
wa=0
wb=0
il=5,358
uw=
kj=0
ij=35,72	35,72

[RMS 1293]
id=2529
nz=1002	0	1002	
np=1	0	2530
wa=0
wb=0
il=150,3
uw=
kj=0
ij=1002	1002

[RMS 6]
id=2530
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1294]
id=2531
nz=3,6	0	3,6	
np=0	0	0
wa=0
wb=0
il=0,54
uw=
kj=0
ij=3,6	3,6

[RMS 1295]
id=2532
nz=4,75	0	4,75	
np=0	0	0
wa=0
wb=0
il=0,7125
uw=
kj=0
ij=4,75	4,75

[RMS 1296]
id=2533
nz=4,03	0	4,03	
np=0	0	0
wa=0
wb=0
il=0,6045
uw=
kj=0
ij=4,03	4,03

[RMS 1462]
id=2534
nz=0,72	0	0,72	
np=0	0	0
wa=0
wb=0
il=0,108
uw=
kj=0
ij=0,72	0,72

[RMS 1415]
id=2535
nz=1,3	0	1,3	
np=0	0	0
wa=0
wb=0
il=0,195
uw=
kj=0
ij=1,3	1,3

[POZYCJA]
id=2536
pd=ORGBUD wyd. spec. 1998	KNR	2-02 0290-02	2-02	0290-02		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 0290-02	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty></DaneKNR>
na=Przygotowanie i montaż zbrojenia elementów budynków i budowli - pręty żebrowane o śr. 8-14 mm - stal wg. projektu
op=0	1	0	0	0	0	0	0	0
nu=36
ob=0,9	0,9		1
jm=t	034
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.02			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,9
jm=t	034
pm=-1
wo=0	0,27	(50,48+221,20)/1000	fi 8			0
wo=0	0,63	(120,63+506,20)/1000	fi 12			0

[PRZEDMIAR]
wo=0,27	1	(50,48+221,20)/1000	fi 8					
wo=0,63	1	(120,63+506,20)/1000	fi 12					

[RMS 1213]
id=2537
nz=42,88	0	42,88	
np=0	0	0
wa=0
wb=0
il=38,592
uw=
kj=0
ij=42,88	42,88

[RMS 1299]
id=2538
nz=1020	0	1020	
np=1	0	2539
wa=0
wb=0
il=918
uw=
kj=0
ij=1020	1020

[RMS 6]
id=2539
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1294]
id=2540
nz=4,3	0	4,3	
np=0	0	0
wa=0
wb=0
il=3,87
uw=
kj=0
ij=4,3	4,3

[RMS 1295]
id=2541
nz=5,8	0	5,8	
np=0	0	0
wa=0
wb=0
il=5,22
uw=
kj=0
ij=5,8	5,8

[RMS 1296]
id=2542
nz=4,8	0	4,8	
np=0	0	0
wa=0
wb=0
il=4,32
uw=
kj=0
ij=4,8	4,8

[RMS 1462]
id=2543
nz=0,8	0	0,8	
np=0	0	0
wa=0
wb=0
il=0,72
uw=
kj=0
ij=0,8	0,8

[RMS 1415]
id=2544
nz=1,6	0	1,6	
np=0	0	0
wa=0
wb=0
il=1,44
uw=
kj=0
ij=1,6	1,6

[POZYCJA]
id=2545
pd=ORGBUD wyd. spec. 1998	KNR	2-02 0290-02	2-02	0290-02		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 0290-02	
mpn=121,0:2,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="2" /></Warianty></DaneKNR>
na=Przygotowanie i montaż zbrojenia elementów budynków i budowli - pręty żebrowane o śr. 16 mm i większej - stal wg. projektu
op=0	1	0	0	0	0	0	0	0
nu=37
ob=0,38	0,38		1
jm=t	034
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.02			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,38
jm=t	034
pm=-1
wo=0	0,38	(379,52)/1000	fi 16			0

[PRZEDMIAR]
wo=0,38	1	(379,52)/1000	fi 16					

[RMS 1213]
id=2546
nz=42,88	0	42,88	
np=0	0	0
wa=0
wb=0
il=16,2944
uw=
kj=0
ij=42,88	42,88

[RMS 1300]
id=2547
nz=1020	0	1020	
np=1	0	2548
wa=0
wb=0
il=387,6
uw=
kj=0
ij=1020	1020

[RMS 6]
id=2548
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1294]
id=2549
nz=4,3	0	4,3	
np=0	0	0
wa=0
wb=0
il=1,634
uw=
kj=0
ij=4,3	4,3

[RMS 1295]
id=2550
nz=5,8	0	5,8	
np=0	0	0
wa=0
wb=0
il=2,204
uw=
kj=0
ij=5,8	5,8

[RMS 1296]
id=2551
nz=4,8	0	4,8	
np=0	0	0
wa=0
wb=0
il=1,824
uw=
kj=0
ij=4,8	4,8

[RMS 1462]
id=2552
nz=0,8	0	0,8	
np=0	0	0
wa=0
wb=0
il=0,304
uw=
kj=0
ij=0,8	0,8

[RMS 1415]
id=2553
nz=1,6	0	1,6	
np=0	0	0
wa=0
wb=0
il=0,608
uw=
kj=0
ij=1,6	1,6

[POZYCJA]
id=2554
pd=IGM wyd.I 1998	KNR	0-20 0269-07	0-20	0269-07		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	KNR 0-20 0269-07	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Słupy żelbetowe o wys. do 4 m w deskowaniu (transport betonu pompą) - beton B25 - wg. projektu konstrukcji
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=38
ob=8,56	8,56		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.04			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=8,56
jm=m3	060
pm=-1
wo=0	1,33	3,75*0,46*0,77	SZ.1			0
wo=0	3,45	4*(3,75*0,46*0,50)	SZ.2			0
wo=0	1,64	3,75*0,46*0,95	SZ.3			0
wo=0	2,14	3,75*0,46*1,24	SZ.4			0

[PRZEDMIAR]
wo=1,33	1	3,75*0,46*0,77	SZ.1					
wo=3,45	1	4*(3,75*0,46*0,50)	SZ.2					
wo=1,64	1	3,75*0,46*0,95	SZ.3					
wo=2,14	1	3,75*0,46*1,24	SZ.4					

[RMS 1213]
id=2575
nz=24,6448	0	24,6448	
np=0	0	0
wa=0
wb=0
il=210,959488
uw=
kj=0
ij=24,6448	24,6448

[RMS 1474]
id=2567
nz=1,02	0	1,02	
np=1	0	2569
wa=0
wb=0
il=8,7312
uw=
kj=0
ij=1,02	1,02

[RMS 1308]
id=2568
nz=2,16	0	2,16	
np=1	0	2569
wa=0
wb=0
il=18,4896
uw=
kj=0
ij=2,16	2,16

[RMS 6]
id=2569
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1316]
id=2570
nz=4,6946	0	4,6946	
np=0	0	0
wa=0
wb=0
il=40,185776
uw=
kj=0
ij=4,6946	4,6946

[RMS 1340]
id=2571
nz=0,376	0	0,376	
np=0	0	0
wa=0
wb=0
il=3,21856
uw=
kj=0
ij=0,376	0,376

[RMS 1415]
id=2572
nz=1,33	0	1,33	
np=0	0	0
wa=0
wb=0
il=11,3848
uw=
kj=0
ij=1,33	1,33

[RMS 1304]
id=2562
nz=0,19	0	0,19	
np=0	0	0
wa=0
wb=0
il=1,6264
uw=
kj=0
ij=0,19	0,19

[RMS 1312]
id=2574
nz=0,63	0	0,63	
np=0	0	0
wa=0
wb=0
il=5,3928
uw=
kj=0
ij=0,63	0,63

[POZYCJA]
id=2576
pd=IGM wyd.I 1998	KNR	0-20 0271-01	0-20	0271-01		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	KNR 0-20 0271-01	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty></DaneKNR>
na=Podciągi o stosunku deskowanego obwodu do przekroju do 8 w deskowaniu (transport betonu pompą) - beton B25 - wg. projektu konstrukcji
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=39
ob=11,79	11,79		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.04			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,79
jm=m3	060
pm=-1
wo=0	11,79	22,16*0,70*0,76	PG.1			0

[PRZEDMIAR]
wo=11,79	1	22,16*0,70*0,76	PG.1					

[RMS 1213]
id=2577
nz=7,3082	0	7,3082	
np=0	0	0
wa=0
wb=0
il=86,163678
uw=
kj=0
ij=7,3082	7,3082

[RMS 1474]
id=2589
nz=1,02	0	1,02	
np=1	0	2593
wa=0
wb=0
il=12,0258
uw=
kj=0
ij=1,02	1,02

[RMS 1315]
id=2592
nz=0,45	0	0,45	
np=1	0	2593
wa=0
wb=0
il=5,3055
uw=
kj=0
ij=0,45	0,45

[RMS 1314]
id=2590
nz=0,00983	0	0,00983	
np=1	0	2593
wa=0
wb=0
il=0,1158957
uw=
kj=0
ij=0,00983	0,00983

[RMS 1239]
id=2591
nz=0,00547	0	0,00547	
np=1	0	2593
wa=0
wb=0
il=0,0644913
uw=
kj=0
ij=0,00547	0,00547

[RMS 6]
id=2593
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1316]
id=2594
nz=1,834	0	1,834	
np=0	0	0
wa=0
wb=0
il=21,62286
uw=
kj=0
ij=1,834	1,834

[RMS 1340]
id=2595
nz=0,235	0	0,235	
np=0	0	0
wa=0
wb=0
il=2,77065
uw=
kj=0
ij=0,235	0,235

[RMS 1415]
id=2596
nz=0,494	0	0,494	
np=0	0	0
wa=0
wb=0
il=5,82426
uw=
kj=0
ij=0,494	0,494

[RMS 1304]
id=2597
nz=0,101	0	0,101	
np=0	0	0
wa=0
wb=0
il=1,19079
uw=
kj=0
ij=0,101	0,101

[RMS 1312]
id=2598
nz=0,16	0	0,16	
np=0	0	0
wa=0
wb=0
il=1,8864
uw=
kj=0
ij=0,16	0,16

[POZYCJA]
id=2599
pd=IGM wyd.I 1998	KNR	0-20 0271-02	0-20	0271-02		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	KNR 0-20 0271-02	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty></DaneKNR>
na=Wieńce o stosunku deskowanego obwodu do przekroju do 10 w deskowaniu  (transport betonu pompą) - beton B25 - wg. projektu konstrukcji
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=40
ob=3,06	3,06		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.04			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3,06
jm=m3	060
pm=-1
wo=0	3,06	22,16*0,30*0,46	WF.1			0

[PRZEDMIAR]
wo=3,06	1	22,16*0,30*0,46	WF.1					

[RMS 1213]
id=2600
nz=10,808	0	10,808	
np=0	0	0
wa=0
wb=0
il=33,07248
uw=
kj=0
ij=10,808	10,808

[RMS 1474]
id=2614
nz=1,02	0	1,02	
np=1	0	2618
wa=0
wb=0
il=3,1212
uw=
kj=0
ij=1,02	1,02

[RMS 1314]
id=2615
nz=0,01428	0	0,01428	
np=1	0	2618
wa=0
wb=0
il=0,0436968
uw=
kj=0
ij=0,01428	0,01428

[RMS 1239]
id=2616
nz=0,00845	0	0,00845	
np=1	0	2618
wa=0
wb=0
il=0,025857
uw=
kj=0
ij=0,00845	0,00845

[RMS 1315]
id=2617
nz=0,644	0	0,644	
np=1	0	2618
wa=0
wb=0
il=1,97064
uw=
kj=0
ij=0,644	0,644

[RMS 6]
id=2618
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1316]
id=2619
nz=2,733	0	2,733	
np=0	0	0
wa=0
wb=0
il=8,36298
uw=
kj=0
ij=2,733	2,733

[RMS 1340]
id=2620
nz=0,313	0	0,313	
np=0	0	0
wa=0
wb=0
il=0,95778
uw=
kj=0
ij=0,313	0,313

[RMS 1415]
id=2621
nz=0,692	0	0,692	
np=0	0	0
wa=0
wb=0
il=2,11752
uw=
kj=0
ij=0,692	0,692

[RMS 1304]
id=2622
nz=0,119	0	0,119	
np=0	0	0
wa=0
wb=0
il=0,36414
uw=
kj=0
ij=0,119	0,119

[RMS 1312]
id=2623
nz=0,165	0	0,165	
np=0	0	0
wa=0
wb=0
il=0,5049
uw=
kj=0
ij=0,165	0,165

[POZYCJA]
id=2631
pd=ORGBUD wyd.II 1987,biuletyny do 9 1996	KNR	2-01 0236-03	2-01	0236-03		0
pd5=ORGBUD wyd.II 1987,biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-01 0236-03	
mpn=_1211	_1211
na=Zagęszczenie podkładu posadzkowego [ piasku ] zagęszczarkami; grunty sypkie kat. I-III - pod poduszki Betonowe B25
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=41
ob=0,55	0,55		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.01.02			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,55
jm=m3	060
pm=-1
wo=0	0,12	2*0,30*0,65*0,30				0
wo=0	0,43	6*0,30*0,80*0,30				0

[PRZEDMIAR]
wo=0,12	1	2*0,30*0,65*0,30						
wo=0,43	1	6*0,30*0,80*0,30						

[RMS 1213]
id=2632
nz=0,1022	0	0,1022	
np=0	0	0
wa=0
wb=0
il=0,05621
uw=
kj=0
ij=0,1022	0,1022

[RMS 1263]
id=2633
nz=0,031	0	0,031	
np=0	0	0
wa=0
wb=0
il=0,01705
uw=
kj=0
ij=0,031	0,031

[POZYCJA]
id=2624
pd=WACETOB wyd.III 2000	KNR-W	4-01 0324-04	4-01	0324-04		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0324-04	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Obsadzenie Marki M.1 przed betonowaniem - element stalowy - wg. projektu konstrukcji
op=0	1	0	0	0	0	0	0	0
nu=42
ob=8	8		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=8
jm=szt.	020
pm=-1
wo=0	8	8				0

[PRZEDMIAR]
wo=8	1	8						

[RMS 1213]
id=2629
nz=1,59	0	1,59	
np=0	0	0
wa=0
wb=0
il=12,72
uw=
kj=0
ij=1,59	1,59

[RMS 1319]
id=2626
nz=0,00181	0	0,00181	
np=1	0	2628
wa=0
wb=0
il=0,01448
uw=
kj=0
ij=0,00181	0,00181

[RMS 1320]
id=2630
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=8
uw=
kj=0
ij=1	1

[RMS 1325]
id=2627
nz=0,004	0	0,004	
np=1	0	2628
wa=0
wb=0
il=0,032
uw=
kj=0
ij=0,004	0,004

[RMS 6]
id=2628
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2634
pd=ORGBUD wyd. spec. 1998	KNR	2-02 0205-01	2-02	0205-01		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 0205-01	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty></DaneKNR>
na=Poduszka betonowa - beton B25 - wg. projektu konstrukcji
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=43
ob=0,55	0,55		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,55
jm=m3	060
pm=-1
wo=0	0,55	#p2631				0

[PRZEDMIAR]
wo=0,55	1	#p41						

[RMS 1213]
id=2635
nz=2,68	0	2,68	
np=0	0	0
wa=0
wb=0
il=1,474
uw=
kj=0
ij=2,68	2,68

[RMS 1279]
id=2636
nz=1,015	0	1,015	
np=1	0	2640
wa=0
wb=0
il=0,55825
uw=
kj=0
ij=1,015	1,015

[RMS 1280]
id=2637
nz=0,002	0	0,002	
np=1	0	2640
wa=0
wb=0
il=0,0011
uw=
kj=0
ij=0,002	0,002

[RMS 1281]
id=2638
nz=0,001	0	0,001	
np=1	0	2640
wa=0
wb=0
il=0,00055
uw=
kj=0
ij=0,001	0,001

[RMS 1226]
id=2639
nz=0,02	0	0,02	
np=1	0	2640
wa=0
wb=0
il=0,011
uw=
kj=0
ij=0,02	0,02

[RMS 6]
id=2640
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2641
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=0,0055
uw=
kj=0
ij=0,01	0,01

[POZYCJA]
id=2646
pd=ORGBUD wyd.I 1988, biuletyny do 9 1996	KNR	4-01 0346-05	4-01	0346-05		0
pd5=ORGBUD wyd.I 1988, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0346-05	
mpn=1211	<DaneKNR />
na=Wykucie gniazd o głębokości 1 ceg. w ścianach z cegieł na zaprawie cementowej dla belek stalowych
op=0	1	0	0	0	0	0	0	0
nu=44
ob=12	12		1
jm=gniazd.	000
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=12
jm=gniazd.	000
pm=-1
wo=0	5	5	NS.1			0
wo=0	1	1	NS.2			0
wo=0	3	3	NS.3			0
wo=0	1	1	NS.4			0
wo=0	1	1	NS.5			0
wo=0	1	1	NS.6			0

[PRZEDMIAR]
wo=5	1	5	NS.1					
wo=1	1	1	NS.2					
wo=3	1	3	NS.3					
wo=1	1	1	NS.4					
wo=1	1	1	NS.5					
wo=1	1	1	NS.6					

[RMS 1213]
id=2648
nz=1,1	0	1,1	
np=0	0	0
wa=0
wb=0
il=13,2
uw=
kj=0
ij=1,1	1,1

[POZYCJA]
id=2651
pd=ORGBUD wyd.I 1988, biuletyny do 9 1996	KNR	4-01 0313-04	4-01	0313-04		0
pd5=ORGBUD wyd.I 1988, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0313-04	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Dostarczenie i obsadzenie belek stalowych - wg. projektu konstrukcji - Nadproża NS 1 - 6 - belki stalowe zabezpieczone antykorozyjnie [M% pom 10%]
op=0	1	0	0	0	0	0	0	0
nu=45
ob=57,82	57,82		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=57,82
jm=m	040
pm=-1
wo=0	13	5*2*1,3	NS1			0
wo=0	17,6	4*2*2,2	NS2			0
wo=0	19,2	4*2*2,4	NS3			0
wo=0	3,72	1*2*1,86	NS4			0
wo=0	2	1*2*1,00	NS5			0
wo=0	2,3	1*2*1,15	NS6			0

[PRZEDMIAR]
wo=13	1	5*2*1,3	NS1					
wo=17,6	1	4*2*2,2	NS2					
wo=19,2	1	4*2*2,4	NS3					
wo=3,72	1	1*2*1,86	NS4					
wo=2	1	1*2*1,00	NS5					
wo=2,3	1	1*2*1,15	NS6					

[RMS 1213]
id=2663
nz=1,62	0	1,62	
np=0	0	0
wa=0
wb=0
il=93,6684
uw=
kj=0
ij=1,62	1,62

[RMS 1323]
id=2655
nz=8	0	8	
np=1	0	2660
wa=0
wb=0
il=462,56
uw=
kj=0
ij=8	8

[RMS 1324]
id=2656
nz=0,00518	0	0,00518	
np=1	0	2660
wa=0
wb=0
il=0,2995076
uw=
kj=0
ij=0,00518	0,00518

[RMS 1325]
id=2657
nz=0,018	0	0,018	
np=1	0	2660
wa=0
wb=0
il=1,04076
uw=
kj=0
ij=0,018	0,018

[RMS 1326]
id=2658
nz=22,12	0	22,12	
np=1	0	2660
wa=0
wb=0
il=1278,9784
uw=
kj=0
ij=22,12	22,12

[RMS 1327]
id=2659
nz=0,006	0	0,006	
np=1	0	2660
wa=0
wb=0
il=0,34692
uw=
kj=0
ij=0,006	0,006

[RMS 6]
id=2660
nz=10	0	10	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1290]
id=2661
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=1,7346
uw=
kj=0
ij=0,03	0,03

[RMS 1462]
id=2662
nz=0,07	0	0,07	
np=0	0	0
wa=0
wb=0
il=4,0474
uw=
kj=0
ij=0,07	0,07

[POZYCJA]
id=2664
pd=ORGBUD wyd.I 1988, biuletyny do 9 1996	KNR	4-01 0313-06	4-01	0313-06		0
pd5=ORGBUD wyd.I 1988, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0313-06	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Obmurowanie końców belek stalowych - zaprawą szybko wiążącą - wg. projektu konstrukcji
op=0	1	0	0	0	0	0	0	0
nu=46
ob=32	32		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=32
jm=szt.	020
pm=-1
wo=0	32	16*2				0

[PRZEDMIAR]
wo=32	1	16*2						

[RMS 1213]
id=2665
nz=0,54	0	0,54	
np=0	0	0
wa=0
wb=0
il=17,28
uw=
kj=0
ij=0,54	0,54

[RMS 1323]
id=2677
nz=4	0	4	
np=1	0	2681
wa=0
wb=0
il=128
uw=
kj=0
ij=4	4

[RMS 1324]
id=2678
nz=0,00173	0	0,00173	
np=1	0	2681
wa=0
wb=0
il=0,05536
uw=
kj=0
ij=0,00173	0,00173

[RMS 1325]
id=2679
nz=0,004	0	0,004	
np=1	0	2681
wa=0
wb=0
il=0,128
uw=
kj=0
ij=0,004	0,004

[RMS 1327]
id=2680
nz=0,004	0	0,004	
np=1	0	2681
wa=0
wb=0
il=0,128
uw=
kj=0
ij=0,004	0,004

[RMS 6]
id=2681
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1290]
id=2682
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=0,32
uw=
kj=0
ij=0,01	0,01

[RMS 1462]
id=2683
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=1,28
uw=
kj=0
ij=0,04	0,04

[POZYCJA]
id=2684
pd=ORGBUD wyd.I 1988, biuletyny do 9 1996	KNR	4-01 0703-03	4-01	0703-03		0
pd5=ORGBUD wyd.I 1988, biuletyny do 9 1996	KATSRC_UNDEF	KNR 4-01 0703-03	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Umocowanie siatki 'Rabitza' na stopkach belek
op=0	1	0	0	0	0	0	0	0
nu=47
ob=32	32		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=32
jm=m	040
pm=-1
wo=0	32	#p2664				0

[PRZEDMIAR]
wo=32	1	#p46						

[RMS 1213]
id=2690
nz=0,11	0	0,11	
np=0	0	0
wa=0
wb=0
il=3,52
uw=
kj=0
ij=0,11	0,11

[RMS 1275]
id=2687
nz=0,27	0	0,27	
np=1	0	2689
wa=0
wb=0
il=8,64
uw=
kj=0
ij=0,27	0,27

[RMS 1333]
id=2688
nz=0,03	0	0,03	
np=1	0	2689
wa=0
wb=0
il=0,96
uw=
kj=0
ij=0,03	0,03

[RMS 6]
id=2689
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2691
pd=WACETOB wyd.I 1992				 		0
pd5=WACETOB wyd.I 1992	KATSRC_UNDEF	 	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Dostawa i montaż słupów oraz blach S1-S4, bl.1-bl.5 - wg. projektu konstrukcji - elementy zabezpieczone antykorozyjnie, śruby, kotwy [M% pom 20%]
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=48
ob=908,69	908,69		1
jm=kg	033
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=908,69
jm=kg	033
pm=-1
wo=0	326,78	326,78 	S1			0
wo=0	106,73	106,73 	S2			0
wo=0	106,73	106,73 	S3			0
wo=0	226,53	226,53 	S4			0
wo=0	28,26	28,26	blz.1			0
wo=0	9,04	9,04	blz.2			0
wo=0	42,39	42,39	blz.3			0
wo=0	23,55	23,55	blz.4			0
wo=0	22,61	22,61	blz.5			0
wo=0	16,07	892,62*1,8%	spoiny 1,8%			0

[PRZEDMIAR]
wo=326,78	1	326,78 	S1					
wo=106,73	1	106,73 	S2					
wo=106,73	1	106,73 	S3					
wo=226,53	1	226,53 	S4					
wo=28,26	1	28,26	blz.1					
wo=9,04	1	9,04	blz.2					
wo=42,39	1	42,39	blz.3					
wo=23,55	1	23,55	blz.4					
wo=22,61	1	22,61	blz.5					
wo=16,07	1	892,62*1,8%	spoiny 1,8%					

[RMS 1213]
id=2703
nz=0,3	0	0,3	
np=0	0	0
wa=0
wb=0
il=272,607
uw=
kj=0
ij=0,3	0,3

[RMS 1338]
id=2696
nz=1	0	1	
np=1	0	2697
wa=0
wb=0
il=908,69
uw=
kj=0
ij=1	1

[RMS 6]
id=2697
nz=40	0	40	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1340]
id=2699
nz=0,008	0	0,008	
np=0	0	0
wa=0
wb=0
il=7,26952
uw=
kj=0
ij=0,008	0,008

[RMS 1341]
id=2700
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=9,0869
uw=
kj=0
ij=0,01	0,01

[RMS 1342]
id=2701
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=36,3476
uw=
kj=0
ij=0,04	0,04

[RMS 1343]
id=2702
nz=0,3	0	0,3	
np=0	0	0
wa=0
wb=0
il=272,607
uw=
kj=0
ij=0,3	0,3

[POZYCJA]
id=2745
pd=WACETOB wyd.I 1992				 		0
pd5=WACETOB wyd.I 1992	KATSRC_UNDEF	 	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Dostawa i montaż podciągów - wg. projektu konstrukcji - elementy zabezpieczone antykorozyjnie, śruby, kotwy [M% pom 20%]
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=49
ob=3058,87	3058,87		1
jm=kg	033
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=3058,87
jm=kg	033
pm=-1
wo=0	735,12	735,12	PS1			0
wo=0	1012,8	1012,80	PS2			0
wo=0	839,96	839,96	PS3			0
wo=0	416,9	416,90	PS4			0
wo=0	54,09	3004,78*1,8%	spoiny 1,8%			0

[PRZEDMIAR]
wo=735,12	1	735,12	PS1					
wo=1012,8	1	1012,80	PS2					
wo=839,96	1	839,96	PS3					
wo=416,9	1	416,90	PS4					
wo=54,09	1	3004,78*1,8%	spoiny 1,8%					

[RMS 1213]
id=2746
nz=0,15	0	0,15	
np=0	0	0
wa=0
wb=0
il=458,8305
uw=
kj=0
ij=0,15	0,15

[RMS 1362]
id=2747
nz=1	0	1	
np=1	0	2748
wa=0
wb=0
il=3058,87
uw=
kj=0
ij=1	1

[RMS 6]
id=2748
nz=40	0	40	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1340]
id=2749
nz=0,008	0	0,008	
np=0	0	0
wa=0
wb=0
il=24,47096
uw=
kj=0
ij=0,008	0,008

[RMS 1341]
id=2750
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=30,5887
uw=
kj=0
ij=0,01	0,01

[RMS 1342]
id=2751
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=122,3548
uw=
kj=0
ij=0,04	0,04

[RMS 1343]
id=2752
nz=0,3	0	0,3	
np=0	0	0
wa=0
wb=0
il=917,661
uw=
kj=0
ij=0,3	0,3

[ELEMENT 2]
na=WYMIANA STOLARKI DRZWIOWEJ I OKIENNEJ
wa=0
kn=0	0	0
wn=0	0	0	0
id=2753
nu=2.4

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2754
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 1040-01	2-02	1040-01		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 1040-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Drzwi aluminiowe jednoskrzydłowe - wg. projektu architektury - drzwi kompletne z okuciami i wymaganymi wkładkami przez inwestora
op=0	1	0	0	0	0	0	0	0
nu=50
ob=1,8	1,8		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,8
jm=m2	050
pm=-1
wo=0	1,8	0,90*2,00	DZ4			0

[PRZEDMIAR]
wo=1,8	1	0,90*2,00	DZ4					

[RMS 1213]
id=2764
nz=3,64	0	3,64	
np=0	0	0
wa=0
wb=0
il=6,552
uw=
kj=0
ij=3,64	3,64

[RMS 1380]
id=2756
nz=0,1	0	0,1	
np=1	0	2760
wa=0
wb=0
il=0,18
uw=
kj=0
ij=0,1	0,1

[RMS 1365]
id=2757
nz=0,34	0	0,34	
np=1	0	2760
wa=0
wb=0
il=0,612
uw=
kj=0
ij=0,34	0,34

[RMS 1366]
id=2758
nz=5	0	5	
np=1	0	2760
wa=0
wb=0
il=9
uw=
kj=0
ij=5	5

[RMS 1367]
id=2759
nz=2,55	0	2,55	
np=1	0	2760
wa=0
wb=0
il=4,59
uw=
kj=0
ij=2,55	2,55

[RMS 6]
id=2760
nz=15	0	15	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1368]
id=2761
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=1,8
uw=
kj=0
ij=1	1

[RMS 1462]
id=2762
nz=0,05	0	0,05	
np=0	0	0
wa=0
wb=0
il=0,09
uw=
kj=0
ij=0,05	0,05

[RMS 1415]
id=2763
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=0,108
uw=
kj=0
ij=0,06	0,06

[POZYCJA]
id=2765
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 1040-02	2-02	1040-02		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 1040-02	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Drzwi aluminiowe dwuskrzydłowe - wg. projektu archiktektury - drzwi kompletne z okuciami i wymaganymi wkładkami przez inwestora
op=0	1	0	0	0	0	0	0	0
nu=51
ob=13,77	13,77		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=13,77
jm=m2	050
pm=-1
wo=0	4,8	2* 1,20*2,00	DZ1			0
wo=0	3,15	1,50*2,10	DZ2			0
wo=0	5,82	2,08*2,80	DZ3			0

[PRZEDMIAR]
wo=4,8	1	2* 1,20*2,00	DZ1					
wo=3,15	1	1,50*2,10	DZ2					
wo=5,82	1	2,08*2,80	DZ3					

[RMS 1213]
id=2766
nz=3,31	0	3,31	
np=0	0	0
wa=0
wb=0
il=45,5787
uw=
kj=0
ij=3,31	3,31

[RMS 1380]
id=2776
nz=0,1	0	0,1	
np=1	0	2780
wa=0
wb=0
il=1,377
uw=
kj=0
ij=0,1	0,1

[RMS 1365]
id=2777
nz=0,32	0	0,32	
np=1	0	2780
wa=0
wb=0
il=4,4064
uw=
kj=0
ij=0,32	0,32

[RMS 1366]
id=2778
nz=4,3	0	4,3	
np=1	0	2780
wa=0
wb=0
il=59,211
uw=
kj=0
ij=4,3	4,3

[RMS 1367]
id=2779
nz=1,84	0	1,84	
np=1	0	2780
wa=0
wb=0
il=25,3368
uw=
kj=0
ij=1,84	1,84

[RMS 6]
id=2780
nz=15	0	15	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1368]
id=2781
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=13,77
uw=
kj=0
ij=1	1

[RMS 1462]
id=2782
nz=0,05	0	0,05	
np=0	0	0
wa=0
wb=0
il=0,6885
uw=
kj=0
ij=0,05	0,05

[RMS 1415]
id=2783
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=0,8262
uw=
kj=0
ij=0,06	0,06

[POZYCJA]
id=2784
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 1040-02	2-02	1040-02		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 1040-02	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Drzwi aluminiowe dwuskrzydłowe - wg. projektu architektury - klasa p.poż EI 30 - drzwi oznaczone w projekcie jako DW6 - drzwi kompletne z okuciami i wymaganymi wkładkami przez inwestora
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=52
ob=4,62	4,62		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=4,62
jm=m2	050
pm=-1
wo=0	4,62	2,10*2,20	DW6			0

[PRZEDMIAR]
wo=4,62	1	2,10*2,20	DW6					

[RMS 1213]
id=2785
nz=3,31	0	3,31	
np=0	0	0
wa=0
wb=0
il=15,2922
uw=
kj=0
ij=3,31	3,31

[RMS 1380]
id=2786
nz=0,1	0	0,1	
np=1	0	2790
wa=0
wb=0
il=0,462
uw=
kj=0
ij=0,1	0,1

[RMS 1365]
id=2787
nz=0,32	0	0,32	
np=1	0	2790
wa=0
wb=0
il=1,4784
uw=
kj=0
ij=0,32	0,32

[RMS 1366]
id=2788
nz=4,3	0	4,3	
np=1	0	2790
wa=0
wb=0
il=19,866
uw=
kj=0
ij=4,3	4,3

[RMS 1367]
id=2789
nz=1,84	0	1,84	
np=1	0	2790
wa=0
wb=0
il=8,5008
uw=
kj=0
ij=1,84	1,84

[RMS 6]
id=2790
nz=15	0	15	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1371]
id=2791
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=4,62
uw=
kj=0
ij=1	1

[RMS 1462]
id=2792
nz=0,05	0	0,05	
np=0	0	0
wa=0
wb=0
il=0,231
uw=
kj=0
ij=0,05	0,05

[RMS 1415]
id=2793
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=0,2772
uw=
kj=0
ij=0,06	0,06

[POZYCJA]
id=2794
pd=WACETOB wyd.V 2003	KNR-W	2-02 1025-01	2-02	1025-01		0
pd5=WACETOB wyd.V 2003	KATSRC_UNDEF	KNR-W 2-02 1025-01	
mpn=_1211	_1211
na=Ościeżnice regulowane MDF oklejona folia dekoracyjną
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=53
ob=40	40		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=40
jm=szt.	020
pm=-1
wo=0	40	40				0

[PRZEDMIAR]
wo=40	1	40						

[RMS 1213]
id=2795
nz=1,54	0	1,54	
np=0	0	0
wa=0
wb=0
il=61,6
uw=
kj=0
ij=1,54	1,54

[RMS 1373]
id=2796
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=40
uw=
kj=0
ij=1	1

[RMS 1462]
id=2797
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=1,2
uw=
kj=0
ij=0,03	0,03

[RMS 1415]
id=2798
nz=0,02	0	0,02	
np=0	0	0
wa=0
wb=0
il=0,8
uw=
kj=0
ij=0,02	0,02

[POZYCJA]
id=2799
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 1022-01	2-02	1022-01		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 1022-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Skrzydła drzwiowe płytowe wewnętrzne pełne jednoskrzydłowe i dwuskrzydłowe fabrycznie wykończone - wg. projektu architektury - drzwi do łazienek wyposażone w kratki nawiewne- drzwi kompletne z okuciami i wymaganymi wkładkami przez inwestora
op=0	1	0	0	0	0	0	0	0
nu=54
ob=75,94	75,94		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=75,94
jm=m2	050
pm=-1
wo=0	34,2	19*(0,9*2,00)	DW1			0
wo=0	12,6	7*(0,9*2,0)	DW2			0
wo=0	14,4	9*(0,80*2,00)	DW3			0
wo=0	7,92	2*(1,80*2,20)	DW4			0
wo=0	6,82	2*(1,55*2,20)	DW5			0

[PRZEDMIAR]
wo=34,2	1	19*(0,9*2,00)	DW1					
wo=12,6	1	7*(0,9*2,0)	DW2					
wo=14,4	1	9*(0,80*2,00)	DW3					
wo=7,92	1	2*(1,80*2,20)	DW4					
wo=6,82	1	2*(1,55*2,20)	DW5					

[RMS 1213]
id=2808
nz=0,51	0	0,51	
np=0	0	0
wa=0
wb=0
il=38,7294
uw=
kj=0
ij=0,51	0,51

[RMS 1377]
id=2805
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=75,94
uw=
kj=0
ij=1	1

[RMS 1462]
id=2802
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=3,0376
uw=
kj=0
ij=0,04	0,04

[RMS 1415]
id=2803
nz=0,02	0	0,02	
np=0	0	0
wa=0
wb=0
il=1,5188
uw=
kj=0
ij=0,02	0,02

[POZYCJA]
id=2813
pd=IGM wyd.I 1998	KNR	0-19 0929-06	0-19	0929-06		0
pd5=IGM wyd.I 1998	KATSRC_UNDEF	KNR 0-19 0929-06	
mpn=_121,0:0,0911	_121,0:0,0911
na=Wymiana okien zespolonych na otwierano-uchylne z PCV -  UWAGA: Wymagane nawiewniki ciśnieniowe w każdym oknie. Współczynnik przenikania ciepła dla całego okna nie większy niż U=0,9 W/[m2*k] - okna 3-szybowe - wg. projektu architektury - sprawdzić wymiary w naturze przed zamówieniem
op=0	1	0	0	0	0	0	0	0
nu=55
ob=73,01	73,01		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=73,01
jm=m2	050
pm=-1
wo=0	20,51	 7*1,48*1,98	O1			0
wo=0	0,65	2*0,57*0,57	O2			0
wo=0	1,97	3*1,15*0,57	O3			0
wo=0	28,08	6*2,40*1,95	O4			0
wo=0	2,3	1,15*2,00	O5			0
wo=0	3	1,50*2,00	O6			0
wo=0	12	3*2,00*2,00	O7			0
wo=0	4,5	2*1,50*1,50	O8			0

[PRZEDMIAR]
wo=20,51	1	 7*1,48*1,98	O1					
wo=0,65	1	2*0,57*0,57	O2					
wo=1,97	1	3*1,15*0,57	O3					
wo=28,08	1	6*2,40*1,95	O4					
wo=2,3	1	1,15*2,00	O5					
wo=3	1	1,50*2,00	O6					
wo=12	1	3*2,00*2,00	O7					
wo=4,5	1	2*1,50*1,50	O8					

[RMS 1213]
id=2814
nz=5,4	0	5,4	
np=0	0	0
wa=0
wb=0
il=394,254
uw=
kj=0
ij=5,4	5,4

[RMS 1378]
id=2815
nz=6,26	0	6,26	
np=1	0	2820
wa=0
wb=0
il=457,0426
uw=
kj=0
ij=6,26	6,26

[RMS 1365]
id=2816
nz=0,34	0	0,34	
np=1	0	2820
wa=0
wb=0
il=24,8234
uw=
kj=0
ij=0,34	0,34

[RMS 1380]
id=2817
nz=0,07	0	0,07	
np=1	0	2820
wa=0
wb=0
il=5,1107
uw=
kj=0
ij=0,07	0,07

[RMS 1381]
id=2818
nz=2,7	0	2,7	
np=1	0	2820
wa=0
wb=0
il=197,127
uw=
kj=0
ij=2,7	2,7

[RMS 1382]
id=2819
nz=4,86	0	4,86	
np=1	0	2820
wa=0
wb=0
il=354,8286
uw=
kj=0
ij=4,86	4,86

[RMS 6]
id=2820
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1383]
id=2821
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=73,01
uw=
kj=0
ij=1	1

[RMS 1462]
id=2822
nz=0,05	0	0,05	
np=0	0	0
wa=0
wb=0
il=3,6505
uw=
kj=0
ij=0,05	0,05

[RMS 1415]
id=2823
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=4,3806
uw=
kj=0
ij=0,06	0,06

[POZYCJA]
id=2824
pd=WACETOB wyd.III 2000	KNR-W	4-01 0323-03	4-01	0323-03		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0323-03	
mpn=_1211	_1211
na=Obsadzenie podokienników - nowy parapet z tworzyw sztucznych PCV
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=56
ob=25	25		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=25
jm=szt.	020
pm=-1
wo=0	25	25				0

[PRZEDMIAR]
wo=25	1	25						

[RMS 1213]
id=2825
nz=2,33	0	2,33	
np=0	0	0
wa=0
wb=0
il=58,25
uw=
kj=0
ij=2,33	2,33

[RMS 1319]
id=2826
nz=0,0069	0	0,0069	
np=1	0	2829
wa=0
wb=0
il=0,1725
uw=
kj=0
ij=0,0069	0,0069

[RMS 1325]
id=2827
nz=0,018	0	0,018	
np=1	0	2829
wa=0
wb=0
il=0,45
uw=
kj=0
ij=0,018	0,018

[RMS 1387]
id=2828
nz=1	0	1	
np=1	0	2829
wa=0
wb=0
il=25
uw=
kj=0
ij=1	1

[RMS 6]
id=2829
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1290]
id=2830
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=0,75
uw=
kj=0
ij=0,03	0,03

[RMS 1462]
id=2831
nz=0,15	0	0,15	
np=0	0	0
wa=0
wb=0
il=3,75
uw=
kj=0
ij=0,15	0,15

[POZYCJA]
id=2832
pd=ORGBUD wyd.I 1992-1999+ erraty z Zeszytów	NNRNKB	202 0541-02	202	0541-02		0
pd5=ORGBUD wyd.I 1992-1999+ erraty z ZeszytC3B3w	KATSRC_UNDEF	NNRNKB 202 0541-02	
mpn=1211	1211
na=Wymiana podokienników zewnętrznych na nowe z blachy powlekanej
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=57
ob=10,25	10,25		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=10,25
jm=m2	050
pm=-1
wo=0	10,25	0,25*(7*1,48+2*0,57+3*1,15+6*2,40+1,15+1,50+2,00*3+1,50*2)	podokienniki			0

[PRZEDMIAR]
wo=10,25	1	0,25*(7*1,48+2*0,57+3*1,15+6*2,40+1,15+1,50+2,00*3+1,50*2)	podokienniki					

[RMS 1213]
id=2833
nz=1,35	0	1,35	
np=0	0	0
wa=0
wb=0
il=13,8375
uw=
kj=0
ij=1,35	1,35

[RMS 1464]
id=2834
nz=1,23	0	1,23	
np=1	0	2837
wa=0
wb=0
il=12,6075
uw=
kj=0
ij=1,23	1,23

[RMS 1392]
id=2835
nz=17,2	0	17,2	
np=1	0	2837
wa=0
wb=0
il=176,3
uw=
kj=0
ij=17,2	17,2

[RMS 1393]
id=2836
nz=0,001	0	0,001	
np=1	0	2837
wa=0
wb=0
il=0,01025
uw=
kj=0
ij=0,001	0,001

[RMS 6]
id=2837
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2838
nz=0,008	0	0,008	
np=0	0	0
wa=0
wb=0
il=0,082
uw=
kj=0
ij=0,008	0,008

[ELEMENT 2]
na=PRACE WYKOŃCZENIOWE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2839
nu=2.5

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2845
pd=WACETOB wyd.III 2000	KNR-W	4-01 1202-09	4-01	1202-09		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 1202-09	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Zeskrobanie i zmycie starej farby w pomieszczeniach sufity i ściany
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=58
ob=1251,45	1251,45		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1251,45
jm=m2	050
pm=-1
wo=0	893,89	893,89	sufity			0
wo=0	357,56	357,56	C59Bciany			0

[PRZEDMIAR]
wo=893,89	1	893,89	sufity					
wo=357,56	1	357,56	ściany					

[RMS 1213]
id=2856
nz=0,092	0	0,092	
np=0	0	0
wa=0
wb=0
il=115,1334
uw=
kj=0
ij=0,092	0,092

[RMS 1397]
id=2852
nz=0,022	0	0,022	
np=1	0	2850
wa=0
wb=0
il=27,5319
uw=
kj=0
ij=0,022	0,022

[RMS 1288]
id=2853
nz=0,00088	0	0,00088	
np=1	0	2850
wa=0
wb=0
il=1,101276
uw=
kj=0
ij=0,00088	0,00088

[RMS 1325]
id=2849
nz=0,001	0	0,001	
np=1	0	2850
wa=0
wb=0
il=1,25145
uw=
kj=0
ij=0,001	0,001

[RMS 6]
id=2850
nz=2	0	2	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2868
pd=WACETOB wyd.III 2000	KNR-W	4-01 0701-05	4-01	0701-05		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0701-05	
mpn=1211	<DaneKNR />
na=Odbicie tynków wewnętrznych z zaprawy cementowo-wapiennej na ścianach, filarach, pilastrach o powierzchni odbicia ponad 5 m2
op=0	1	0	0	0	0	0	0	0
nu=59
ob=198	198		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=198
jm=m2	050
pm=-1
wo=0	198	198				0

[PRZEDMIAR]
wo=198	1	198						

[RMS 1213]
id=2871
nz=0,33	0	0,33	
np=0	0	0
wa=0
wb=0
il=65,34
uw=
kj=0
ij=0,33	0,33

[POZYCJA]
id=2885
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0103-07	AT-38	0103-07		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0103-07	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty></DaneKNR>
na=Jednokrotne gruntowanie istniejących podłoży - natryskowo
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=60
ob=198	198		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=198
jm=m2	050
pm=-1
wo=0	198	#p2868	 			0

[PRZEDMIAR]
wo=198	1	#p59	 					

[RMS 1213]
id=2886
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=7,92
uw=
kj=0
ij=0,04	0,04

[RMS 1398]
id=2887
nz=0,17	0	0,17	
np=1	0	2888
wa=0
wb=0
il=33,66
uw=
kj=0
ij=0,17	0,17

[RMS 6]
id=2888
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1399]
id=2889
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=5,94
uw=
kj=0
ij=0,03	0,03

[RMS 1415]
id=2890
nz=0,003	0	0,003	
np=0	0	0
wa=0
wb=0
il=0,594
uw=
kj=0
ij=0,003	0,003

[POZYCJA]
id=2872
pd=WACETOB wyd.III 2000	KNR-W	4-01 0716-02	4-01	0716-02		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 0716-02	
mpn=_121,0:1,0911	_121,0:1,0911
na=Tynki wewnętrzne zwykłe kat. III wykonywane ręcznie na podłożu z cegły, pustaków ceramicznych, gazo- i pianobetonów na ścianach płaskich lub sufitach w pomieszczeniach o powierzchni podłogi ponad 5 m2 - Uzupełnienie brakujących tynków ścian lub sufitów
op=0	1	0	0	0	0	0	0	0
nu=61
ob=198	198		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=198
jm=m2	050
pm=-1
wo=0	198	#p2868				0

[PRZEDMIAR]
wo=198	1	#p59						

[RMS 1213]
id=2873
nz=0,69	0	0,69	
np=0	0	0
wa=0
wb=0
il=136,62
uw=
kj=0
ij=0,69	0,69

[RMS 1401]
id=2874
nz=0,0052	0	0,0052	
np=1	0	2878
wa=0
wb=0
il=1,0296
uw=
kj=0
ij=0,0052	0,0052

[RMS 1402]
id=2875
nz=0,0066	0	0,0066	
np=1	0	2878
wa=0
wb=0
il=1,3068
uw=
kj=0
ij=0,0066	0,0066

[RMS 1325]
id=2876
nz=0,0266	0	0,0266	
np=1	0	2878
wa=0
wb=0
il=5,2668
uw=
kj=0
ij=0,0266	0,0266

[RMS 1327]
id=2877
nz=0,0067	0	0,0067	
np=1	0	2878
wa=0
wb=0
il=1,3266
uw=
kj=0
ij=0,0067	0,0067

[RMS 6]
id=2878
nz=2	0	2	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2879
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=7,92
uw=
kj=0
ij=0,04	0,04

[RMS 1290]
id=2880
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=7,92
uw=
kj=0
ij=0,04	0,04

[POZYCJA]
id=2861
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0103-07	AT-38	0103-07		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0103-07	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty></DaneKNR>
na=Jednokrotne gruntowanie istniejących podłoży - natryskowo
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=62
ob=2676,93	2676,93		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=2676,93
jm=m2	050
pm=-1
wo=0	893,89	 893,89	sufity			0
wo=0	1965,99	1965,99	C59Bciany			0
wo=0	-182,95	-182,95	otwory			0

[PRZEDMIAR]
wo=893,89	1	 893,89	sufity					
wo=1965,99	1	1965,99	ściany					
wo=-182,95	1	-182,95	otwory					

[RMS 1213]
id=2867
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=107,0772
uw=
kj=0
ij=0,04	0,04

[RMS 1398]
id=2863
nz=0,17	0	0,17	
np=1	0	2864
wa=0
wb=0
il=455,0781
uw=
kj=0
ij=0,17	0,17

[RMS 6]
id=2864
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1399]
id=2865
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=80,3079
uw=
kj=0
ij=0,03	0,03

[RMS 1415]
id=2866
nz=0,003	0	0,003	
np=0	0	0
wa=0
wb=0
il=8,03079
uw=
kj=0
ij=0,003	0,003

[POZYCJA]
id=2891
pd=IGM wyd.I 2002	KNR	0-39 0115-02	0-39	0115-02		0
pd5=IGM wyd.I 2002	KATSRC_UNDEF	KNR 0-39 0115-02	
mpn=1211	<DaneKNR />
na=Uszczelnienie pomieszczeń mokrych i wilgotnych (łazienki, kuchnie pralnie itp.) oraz balkonów i tarasów pod okładziną ceramiczną płynną folią uszczelniającą ; powierzchnie poziome, z wkładką z włókniny
op=0	1	0	0	0	0	0	0	0
nu=63
ob=326,25	326,25		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=326,25
jm=m2	050
pm=-1
wo=0	24,48	24,48	pC582ytki 1.6			0
wo=0	223,08	223,08	pC582ytki 2.0			0
wo=0	78,69	78,69	posadzki			0

[PRZEDMIAR]
wo=24,48	1	24,48	płytki 1.6					
wo=223,08	1	223,08	płytki 2.0					
wo=78,69	1	78,69	posadzki					

[RMS 1213]
id=2900
nz=0,186	0	0,186	
np=0	0	0
wa=0
wb=0
il=60,6825
uw=
kj=0
ij=0,186	0,186

[RMS 1412]
id=2897
nz=2	0	2	
np=0	0	0
wa=0
wb=0
il=652,5
uw=
kj=0
ij=2	2

[RMS 1413]
id=2898
nz=1,05	0	1,05	
np=0	0	0
wa=0
wb=0
il=342,5625
uw=
kj=0
ij=1,05	1,05

[RMS 1415]
id=2894
nz=0,0025	0	0,0025	
np=0	0	0
wa=0
wb=0
il=0,815625
uw=
kj=0
ij=0,0025	0,0025

[POZYCJA]
id=2881
pd=WACETOB wyd.III 2000	KNR-W	4-01 1204-08	4-01	1204-08		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 1204-08	
mpn=_1211	_1211
na=Przygotowanie powierzchni pod malowanie farbami emulsyjnymi starych i nowych tynków z poszpachlowaniem nierówności
op=0	1	0	0	0	0	0	0	0
nu=64
ob=2429,37	2429,37		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=2429,37
jm=m2	050
pm=-1
wo=0	2676,93	#p2861				0
wo=0	-24,48	-24,48	pC582ytki 1.6			0
wo=0	-223,08	-223,08	pC582ytki 2.0			0

[PRZEDMIAR]
wo=2676,93	1	#p62						
wo=-24,48	1	-24,48	płytki 1.6					
wo=-223,08	1	-223,08	płytki 2.0					

[RMS 1213]
id=2882
nz=0,095	0	0,095	
np=0	0	0
wa=0
wb=0
il=230,79015
uw=
kj=0
ij=0,095	0,095

[RMS 1405]
id=2883
nz=0,0003	0	0,0003	
np=1	0	2884
wa=0
wb=0
il=0,728811
uw=
kj=0
ij=0,0003	0,0003

[RMS 6]
id=2884
nz=2	0	2	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2915
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0103-07	AT-38	0103-07		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0103-07	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty></DaneKNR>
na=Jednokrotne gruntowanie istniejących podłoży - natryskowo - pod malowanie
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=65
ob=2610,33	2610,33		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=2610,33
jm=m2	050
pm=-1
wo=0	1716,44	1716,44	C59Bciany farby			0
wo=0	893,89	 893,89	sufity			0

[PRZEDMIAR]
wo=1716,44	1	1716,44	ściany farby					
wo=893,89	1	 893,89	sufity					

[RMS 1213]
id=2916
nz=0,04	0	0,04	
np=0	0	0
wa=0
wb=0
il=104,4132
uw=
kj=0
ij=0,04	0,04

[RMS 1398]
id=2917
nz=0,17	0	0,17	
np=1	0	2918
wa=0
wb=0
il=443,7561
uw=
kj=0
ij=0,17	0,17

[RMS 6]
id=2918
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1399]
id=2919
nz=0,03	0	0,03	
np=0	0	0
wa=0
wb=0
il=78,3099
uw=
kj=0
ij=0,03	0,03

[RMS 1415]
id=2920
nz=0,003	0	0,003	
np=0	0	0
wa=0
wb=0
il=7,83099
uw=
kj=0
ij=0,003	0,003

[POZYCJA]
id=2907
pd=WACETOB wyd.III 2000	KNR-W	4-01 1204-01	4-01	1204-01		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 1204-01	
mpn=_1211	_1211
na=Dwukrotne malowanie farbami akrylowymi tynków wewnętrznych sufitów -  kolor wybiera inwestor
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=66
ob=893,89	893,89		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=893,89
jm=m2	050
pm=-1
wo=0	893,89	 893,89	sufity			0

[PRZEDMIAR]
wo=893,89	1	 893,89	sufity					

[RMS 1213]
id=2908
nz=0,127	0	0,127	
np=0	0	0
wa=0
wb=0
il=113,52403
uw=
kj=0
ij=0,127	0,127

[RMS 1417]
id=2909
nz=0,298	0	0,298	
np=1	0	2910
wa=0
wb=0
il=266,37922
uw=
kj=0
ij=0,298	0,298

[RMS 6]
id=2910
nz=2	0	2	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2911
pd=WACETOB wyd.III 2000	KNR-W	4-01 1204-02	4-01	1204-02		0
pd5=WACETOB wyd.III 2000	KATSRC_UNDEF	KNR-W 4-01 1204-02	
mpn=_1211	_1211
na=Dwukrotne malowanie farbami emulsyjnymi tynków wewnętrznych ścian i ościeży okiennych - kolor wybiera inwestor
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=67
ob=1716,44	1716,44		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1716,44
jm=m2	050
pm=-1
wo=0	1716,44	1716,44	C59Bciany farby			0

[PRZEDMIAR]
wo=1716,44	1	1716,44	ściany farby					

[RMS 1213]
id=2912
nz=0,127	0	0,127	
np=0	0	0
wa=0
wb=0
il=217,98788
uw=
kj=0
ij=0,127	0,127

[RMS 1417]
id=2913
nz=0,286	0	0,286	
np=1	0	2914
wa=0
wb=0
il=490,90184
uw=
kj=0
ij=0,286	0,286

[RMS 6]
id=2914
nz=2	0	2	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=2938
pd=ORGBUD wyd.I 1992-1999+ erraty z Zeszytów	NNRNKB	202 0840-08	202	0840-08		0
pd5=ORGBUD wyd.I 1992-1999+ erraty z ZeszytC3B3w	KATSRC_UNDEF	NNRNKB 202 0840-08	
mpn=1211	1211
na=(z.IV) Licowanie ścian o pow.ponad 5 m2 płytkami ceramicznymi, gładkie - kolor oraz wielkość płytek wybierze inwestor
op=0	1	0	0	0	0	0	0	0
nu=68
ob=247,56	247,56		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=247,56
jm=m2	050
pm=-1
wo=0	24,48	24,48	pC582ytki 1.6			0
wo=0	223,08	223,08	pC582ytki 2.0			0

[PRZEDMIAR]
wo=24,48	1	24,48	płytki 1.6					
wo=223,08	1	223,08	płytki 2.0					

[RMS 1213]
id=2939
nz=1,3279	0	1,3279	
np=0	0	0
wa=0
wb=0
il=328,734924
uw=
kj=0
ij=1,3279	1,3279

[RMS 1425]
id=2940
nz=1,05	0	1,05	
np=1	0	2943
wa=0
wb=0
il=259,938
uw=
kj=0
ij=1,05	1,05

[RMS 1426]
id=2941
nz=7,2174	0	7,2174	
np=1	0	2943
wa=0
wb=0
il=1786,739544
uw=
kj=0
ij=7,2174	7,2174

[RMS 1427]
id=2942
nz=7E-05	0	0,00007	
np=1	0	2943
wa=0
wb=0
il=0,0173292
uw=
kj=0
ij=7E-05	7E-05

[RMS 6]
id=2943
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2944
nz=0,0257	0	0,0257	
np=0	0	0
wa=0
wb=0
il=6,362292
uw=
kj=0
ij=0,0257	0,0257

[RMS 1415]
id=2945
nz=0,0416	0	0,0416	
np=0	0	0
wa=0
wb=0
il=10,298496
uw=
kj=0
ij=0,0416	0,0416

[POZYCJA]
id=2946
pd=ORGBUD wyd.I 1992-1999+ erraty z Zeszytów	NNRNKB	202 0842-02	202	0842-02		0
pd5=ORGBUD wyd.I 1992-1999+ erraty z ZeszytC3B3w	KATSRC_UNDEF	NNRNKB 202 0842-02	
mpn=1211	1211
na=(z.VII) Osadzenie listew wykończających przy licowaniu ścian płytkami
op=0	1	0	0	0	0	0	0	0
nu=69
ob=55,5	55,5		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=55,5
jm=m	040
pm=-1
wo=0	55,5	55,50				0

[PRZEDMIAR]
wo=55,5	1	55,50						

[RMS 1213]
id=2947
nz=0,0715	0	0,0715	
np=0	0	0
wa=0
wb=0
il=3,96825
uw=
kj=0
ij=0,0715	0,0715

[RMS 1428]
id=2948
nz=1,02	0	1,02	
np=1	0	2949
wa=0
wb=0
il=56,61
uw=
kj=0
ij=1,02	1,02

[RMS 6]
id=2949
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2950
nz=0,0002	0	0,0002	
np=0	0	0
wa=0
wb=0
il=0,0111
uw=
kj=0
ij=0,0002	0,0002

[RMS 1415]
id=2951
nz=0,0003	0	0,0003	
np=0	0	0
wa=0
wb=0
il=0,01665
uw=
kj=0
ij=0,0003	0,0003

[POZYCJA]
id=2921
pd=ORGBUD wyd.I 1992-1999+ erraty z Zeszytów	NNRNKB	202 1136-01	202	1136-01		0
pd5=ORGBUD wyd.I 1992-1999+ erraty z ZeszytC3B3w	KATSRC_UNDEF	NNRNKB 202 1136-01	
mpn=121,0:0,0911	121,0:0,0911
na=(z.VIII) Posadzki z paneli podłogowych wraz z listwą przypodłogową - pomieszczenie 1/2 po wyburzonej ścianie
op=0	1	0	0	0	0	0	0	0
nu=70
ob=1,11	1,11		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,11
jm=m2	050
pm=-1
wo=0	1,11	1,05+0,06				0

[PRZEDMIAR]
wo=1,11	1	1,05+0,06						

[RMS 1213]
id=2922
nz=0,54	0	0,54	
np=0	0	0
wa=0
wb=0
il=0,5994
uw=
kj=0
ij=0,54	0,54

[RMS 1418]
id=2923
nz=1,04	0	1,04	
np=1	0	2927
wa=0
wb=0
il=1,1544
uw=
kj=0
ij=1,04	1,04

[RMS 1419]
id=2924
nz=1,16	0	1,16	
np=1	0	2927
wa=0
wb=0
il=1,2876
uw=
kj=0
ij=1,16	1,16

[RMS 1420]
id=2925
nz=0,11	0	0,11	
np=1	0	2927
wa=0
wb=0
il=0,1221
uw=
kj=0
ij=0,11	0,11

[RMS 1226]
id=2926
nz=0,015	0	0,015	
np=1	0	2927
wa=0
wb=0
il=0,01665
uw=
kj=0
ij=0,015	0,015

[RMS 6]
id=2927
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2928
nz=0,008	0	0,008	
np=0	0	0
wa=0
wb=0
il=0,00888
uw=
kj=0
ij=0,008	0,008

[RMS 1415]
id=2929
nz=0,018	0	0,018	
np=0	0	0
wa=0
wb=0
il=0,01998
uw=
kj=0
ij=0,018	0,018

[POZYCJA]
id=2930
pd=ATHENASOFT wyd.I 2018	KNR	AT-39 0112-02	AT-39	0112-02		0
pd5=ATHENASOFT wyd.I 2018	KATSRC_UNDEF	KNR AT-39 0112-02	
mpn=121,0:0,092,0:0,093,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /><Kryterium Id="2" Warianty="0" /><Kryterium Id="3" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Wykonanie warstwy użytkowej z płytek ceramicznych - gres techniczny - antypoślizgowy min. R10 o wymiarach 30x30 cm
op=0	1	0	0	0	0	0	0	0
nu=71
ob=734,21	734,21		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=734,21
jm=m2	050
pm=-1
wo=0	734,21	734,21				0

[PRZEDMIAR]
wo=734,21	1	734,21						

[RMS 1213]
id=2959
nz=0,9	0	0,9	
np=0	0	0
wa=0
wb=0
il=660,789
uw=
kj=0
ij=0,9	0,9

[RMS 1429]
id=2953
nz=1,05	0	1,05	
np=1	0	2935
wa=0
wb=0
il=770,9205
uw=
kj=0
ij=1,05	1,05

[RMS 1430]
id=2954
nz=2,58	0	2,58	
np=1	0	2935
wa=0
wb=0
il=1894,2618
uw=
kj=0
ij=2,58	2,58

[RMS 1431]
id=2955
nz=0,36	0	0,36	
np=1	0	2935
wa=0
wb=0
il=264,3156
uw=
kj=0
ij=0,36	0,36

[RMS 6]
id=2935
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2936
nz=0,02	0	0,02	
np=0	0	0
wa=0
wb=0
il=14,6842
uw=
kj=0
ij=0,02	0,02

[RMS 1415]
id=2958
nz=0,02	0	0,02	
np=0	0	0
wa=0
wb=0
il=14,6842
uw=
kj=0
ij=0,02	0,02

[ELEMENT 2]
na=ELEMENTY DODATKOWE
wa=0
kn=0	0	0
wn=0	0	0	0
id=3022
nu=2.6

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=3023
pd=WACETOB wyd.VI/V 2017/2003				 		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	 	
mpn=121,0:0,092,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /><Kryterium Id="2" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Ścianki systemowe HPL WC  - kolor - wymiary według projektu - np. z materiału HPL
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=72
ob=5	5		1
jm=szt	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=5
jm=szt	020
pm=-1
wo=0	5	5				0

[PRZEDMIAR]
wo=5	1	5						

[RMS 1448]
id=3024
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=5
uw=
kj=0
ij=1	1

[RMS 1449]
id=3025
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=5
uw=
kj=0
ij=1	1

[ELEMENT 1]
na=ROBOTY ELEWACYJNE, DEKARSKIE ORAZ ZEWNĘTRZNE
wa=0
kn=0	0	0
wn=0	0	0	0
id=2962
nu=3

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[ELEMENT 2]
na=MALOWANIE ELEWACJI
wa=0
kn=0	0	0
wn=0	0	0	0
id=2990
nu=3.1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=3198
pd=ATHENASOFT wyd.I 2001	KNR	AT-05 1652-01	AT-05	1652-01		0
pd5=ATHENASOFT wyd.I 2001	KATSRC_UNDEF	KNR AT-05 1652-01	
mpn=1211	<DaneKNR />
na=Rusztowania ramowe elewacyjne o szer. 0,73 m i rozstawie podłużnym ram 3,07 m o wys. do 10 m
op=0	1	0	0	0	0	0	0	0
nu=73
ob=590,94	590,94		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=590,94
jm=m2	050
pm=-1
wo=0	590,94	 194,73+135,13+204,50+56,58	 			0

[PRZEDMIAR]
wo=590,94	1	 194,73+135,13+204,50+56,58	 					

[RMS 1213]
id=3212
nz=0,1594	0	0,1594	
np=0	0	0
wa=0
wb=0
il=94,195836
uw=
kj=0
ij=0,1594	0,1594

[RMS 1496]
id=3200
nz=0,00012	0	0,00012	
np=1	0	3203
wa=0
wb=0
il=0,0709128
uw=
kj=0
ij=0,00012	0,00012

[RMS 1497]
id=3201
nz=0,0676	0	0,0676	
np=1	0	3203
wa=0
wb=0
il=39,947544
uw=
kj=0
ij=0,0676	0,0676

[RMS 1502]
id=3209
nz=0,0676	0	0,0676	
np=1	0	3203
wa=0
wb=0
il=39,947544
uw=
kj=0
ij=0,0676	0,0676

[RMS 6]
id=3203
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1503]
id=3211
nz=0,038	0	0,038	
np=0	0	0
wa=0
wb=0
il=22,45572
uw=
kj=0
ij=0,038	0,038

[POZYCJA]
id=2963
pd=IGM wyd.I 1999	KNR	0-23 2611-01	0-23	2611-01		0
pd5=IGM wyd.I 1999	KATSRC_UNDEF	KNR 0-23 2611-01	
mpn=1211	1211
na=Przygotowanie starego podłoża pod malowanie - elewacja
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=74
ob=500,6	500,6		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
ru=1	3214	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=500,6
jm=m2	050
pm=-1
wo=0	194,73	194,73	E1 - E2			0
wo=0	135,13	135,13	E2 - E10			0
wo=0	204,5	204,50	E3 - E12			0
wo=0	56,58	56,58	DobudC3B3wka			0
wo=0	-90,34	-90,34	otwory drzwi i okna			0

[PRZEDMIAR]
wo=194,73	1	194,73	E1 - E2					
wo=135,13	1	135,13	E2 - E10					
wo=204,5	1	204,50	E3 - E12					
wo=56,58	1	56,58	Dobudówka					
wo=-90,34	1	-90,34	otwory drzwi i okna					

[RMS 1213]
id=2964
nz=0,272	0	0,272	
np=0	0	0
wa=0
wb=0
il=136,1632
uw=
kj=0
ij=0,272	0,272

[POZYCJA]
id=2966
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0101-01	AT-38	0101-01		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0101-01	
mpn=1211	<DaneKNR />
na=Lokalne skucie uszkodzonego tynku - 5% pow. elewacji
op=0	1	0	0	0	0	0	0	0
nu=75
ob=25,03	25,03		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
ru=1	3214	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=25,03
jm=m2	050
pm=-1
wo=0	25,03	#p2963*0,05				0

[PRZEDMIAR]
wo=25,03	1	#p74*0,05						

[RMS 1213]
id=2968
nz=0,18	0	0,18	
np=0	0	0
wa=0
wb=0
il=4,5054
uw=
kj=0
ij=0,18	0,18

[POZYCJA]
id=2975
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0101-04	AT-38	0101-04		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0101-04	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty></DaneKNR>
na=Jednokrotne gruntowanie podłoża - ręczne
op=0	1	0	0	0	0	0	0	0
nu=76
ob=25,03	25,03		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
ru=1	3214	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=25,03
jm=m2	050
pm=-1
wo=0	25,03	#p2966				0

[PRZEDMIAR]
wo=25,03	1	#p75						

[RMS 1213]
id=2980
nz=0,06	0	0,06	
np=0	0	0
wa=0
wb=0
il=1,5018
uw=
kj=0
ij=0,06	0,06

[RMS 1398]
id=2977
nz=0,15	0	0,15	
np=1	0	2978
wa=0
wb=0
il=3,7545
uw=
kj=0
ij=0,15	0,15

[RMS 6]
id=2978
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2979
nz=0,003	0	0,003	
np=0	0	0
wa=0
wb=0
il=0,07509
uw=
kj=0
ij=0,003	0,003

[POZYCJA]
id=2969
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0101-02	AT-38	0101-02		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0101-02	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Lokalna naprawa tynków warstwą o grubości 1,5 cm
op=0	1	0	0	0	0	0	0	0
nu=77
ob=25,03	25,03		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
ru=1	3214	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=25,03
jm=m2	050
pm=-1
wo=0	25,03	#p2966				0

[PRZEDMIAR]
wo=25,03	1	#p75						

[RMS 1213]
id=2974
nz=0,28	0	0,28	
np=0	0	0
wa=0
wb=0
il=7,0084
uw=
kj=0
ij=0,28	0,28

[RMS 1433]
id=2971
nz=29,36	0	29,36	
np=1	0	2972
wa=0
wb=0
il=734,8808
uw=
kj=0
ij=29,36	29,36

[RMS 6]
id=2972
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=2973
nz=0,003	0	0,003	
np=0	0	0
wa=0
wb=0
il=0,07509
uw=
kj=0
ij=0,003	0,003

[POZYCJA]
id=2981
pd=ATHENASOFT wyd.I 2017	KNR	AT-38 0405-01	AT-38	0405-01		0
pd5=ATHENASOFT wyd.I 2017	KATSRC_UNDEF	KNR AT-38 0405-01	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Malowanie ręczne tynków strukturalnych farbami silikonowymi wraz z gruntowaniem
op=0	1	0	0	0	0	0	0	0
nu=78
ob=500,6	500,6		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
ru=1	3214	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=500,6
jm=m2	050
pm=-1
wo=0	500,6	#p2963				0

[PRZEDMIAR]
wo=500,6	1	#p74						

[RMS 1213]
id=2988
nz=0,32	0	0,32	
np=0	0	0
wa=0
wb=0
il=160,192
uw=
kj=0
ij=0,32	0,32

[RMS 1434]
id=2983
nz=0,33	0	0,33	
np=1	0	2985
wa=0
wb=0
il=165,198
uw=
kj=0
ij=0,33	0,33

[RMS 1435]
id=2984
nz=0,11	0	0,11	
np=1	0	2985
wa=0
wb=0
il=55,066
uw=
kj=0
ij=0,11	0,11

[RMS 6]
id=2985
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=2986
nz=0,0004	0	0,0004	
np=0	0	0
wa=0
wb=0
il=0,20024
uw=
kj=0
ij=0,0004	0,0004

[RMS 1415]
id=2987
nz=0,009	0	0,009	
np=0	0	0
wa=0
wb=0
il=4,5054
uw=
kj=0
ij=0,009	0,009

[RUSZTOWANIA 1]
id=3214
pd=	KNR	2-02	r.16 z.sz.5.15		0
pd5=	KATSRC_UNDEF	KNR 2-02 r.16 z.sz.5.15	
na=Czas pracy rusztowań
ww=1
sz=2
ir=309,3708
wa=0
nu=79
opn=1	0	0	0	0	1	1	0
wn=0	0	0	0
ob=0	0
cj=0

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[RMS 1504]
id=3215
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=154,6854
uw=
kj=0
ij=1	1

[ELEMENT 2]
na=MONTAŻ NOWYCH RYNIEN I RUR SPUSTOWYCH
wa=0
kn=0	0	0
wn=0	0	0	0
id=2993
nu=3.2

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=2994
pd=WACETOB wyd.V 2003	KNR-W	2-02 0522-02	2-02	0522-02		0
pd5=WACETOB wyd.V 2003	KATSRC_UNDEF	KNR-W 2-02 0522-02	
mpn=121,0:0,0911	121,0:0,0911
na=Rynny dachowe półokrągłe o śr. 15 cm - montaż z gotowych elementów z blachy stalowej ocynkowanej powlekanej w kolorze
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=80
ob=86,02	86,02		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=86,02
jm=m	040
pm=-1
wo=0	86,02	#p2338				0

[PRZEDMIAR]
wo=86,02	1	#p7						

[RMS 1213]
id=2995
nz=0,455	0	0,455	
np=0	0	0
wa=0
wb=0
il=39,1391
uw=
kj=0
ij=0,455	0,455

[RMS 1438]
id=2996
nz=1,03	0	1,03	
np=1	0	2999
wa=0
wb=0
il=88,6006
uw=
kj=0
ij=1,03	1,03

[RMS 1439]
id=2997
nz=0,35	0	0,35	
np=1	0	2999
wa=0
wb=0
il=30,107
uw=
kj=0
ij=0,35	0,35

[RMS 1440]
id=2998
nz=2	0	2	
np=1	0	2999
wa=0
wb=0
il=172,04
uw=
kj=0
ij=2	2

[RMS 6]
id=2999
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=3000
nz=0,0032	0	0,0032	
np=0	0	0
wa=0
wb=0
il=0,275264
uw=
kj=0
ij=0,0032	0,0032

[POZYCJA]
id=3012
pd=WACETOB wyd.V 2003	KNR-W	2-02 0529-01	2-02	0529-01		0
pd5=WACETOB wyd.V 2003	KATSRC_UNDEF	KNR-W 2-02 0529-01	
mpn=121,0:0,0911	121,0:0,0911
na=Rury spustowe okrągłe o śr. 10 cm - montaż z gotowych elementów z blachy stalowej ocynkowanej powlekanej w kolorze
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=81
ob=36,13	36,13		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=36,13
jm=m	040
pm=-1
wo=0	36,13	#p2340				0

[PRZEDMIAR]
wo=36,13	1	#p8						

[RMS 1213]
id=3013
nz=0,513	0	0,513	
np=0	0	0
wa=0
wb=0
il=18,53469
uw=
kj=0
ij=0,513	0,513

[RMS 1445]
id=3014
nz=1,03	0	1,03	
np=1	0	3016
wa=0
wb=0
il=37,2139
uw=
kj=0
ij=1,03	1,03

[RMS 1446]
id=3015
nz=0,33	0	0,33	
np=1	0	3016
wa=0
wb=0
il=11,9229
uw=
kj=0
ij=0,33	0,33

[RMS 6]
id=3016
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=3017
nz=0,0024	0	0,0024	
np=0	0	0
wa=0
wb=0
il=0,086712
uw=
kj=0
ij=0,0024	0,0024

[POZYCJA]
id=3001
pd=WACETOB wyd.V 2003	KNR-W	2-02 0522-05	2-02	0522-05		0
pd5=WACETOB wyd.V 2003	KATSRC_UNDEF	KNR-W 2-02 0522-05	
mpn=1211	1211
na=Zbiorniczki przy rynnach ( sztucer  150/100 ) lub trójnik z blachy ocynkowanej  powlekanej w kolorze - montaż z gotowych elementów
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=82
ob=8	8		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=8
jm=szt.	020
pm=-1
wo=0	8	8				0

[PRZEDMIAR]
wo=8	1	8						

[RMS 1213]
id=3002
nz=0,219	0	0,219	
np=0	0	0
wa=0
wb=0
il=1,752
uw=
kj=0
ij=0,219	0,219

[RMS 1442]
id=3003
nz=1	0	1	
np=1	0	3004
wa=0
wb=0
il=8
uw=
kj=0
ij=1	1

[RMS 6]
id=3004
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=3005
nz=0,0038	0	0,0038	
np=0	0	0
wa=0
wb=0
il=0,0304
uw=
kj=0
ij=0,0038	0,0038

[POZYCJA]
id=3018
pd=WACETOB wyd.I 1998	KNR-W	2-15 0222-02	2-15	0222-02		0
pd5=WACETOB wyd.I 1998	KATSRC_UNDEF	KNR-W 2-15 0222-02	
mpn=1211	1211
na=Czyszczaki z PVC kanalizacyjne o śr. 110 mm o połączeniach wciskowych
op=0	1	0	0	0	0	0	0	0
nu=83
ob=8	8		1
jm=szt.	020
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=8
jm=szt.	020
pm=-1
wo=0	8	8				0

[PRZEDMIAR]
wo=8	1	8						

[RMS 1213]
id=3019
nz=0,38	0	0,38	
np=0	0	0
wa=0
wb=0
il=3,04
uw=
kj=0
ij=0,38	0,38

[RMS 1447]
id=3020
nz=1	0	1	
np=1	0	3021
wa=0
wb=0
il=8
uw=
kj=0
ij=1	1

[RMS 6]
id=3021
nz=1	0	1	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[ELEMENT 2]
na=MONTAŻ DASZKÓW SYSTEMOWYCH NAD WEJŚCIAMI DO BUDYNKÓW
wa=0
kn=0	0	0
wn=0	0	0	0
id=3027
nu=3.3

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=3028
pd=WACETOB wyd.VI/V 2017/2003				 		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	 	
mpn=121,0:0,092,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /><Kryterium Id="2" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Daszki systemowe - oszklone szkłem hartowanym wzmocnionym folią z odciągami ze stali nierdzewnej
uw=kalk. własna
op=0	1	0	0	0	0	0	0	0
nu=84
ob=9,1	9,1		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=9,1
jm=m2	050
pm=-1
wo=0	4,6	2*1*2,3				0
wo=0	2,5	1*2,5				0
wo=0	2	1*2,0				0

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

[RMS 1451]
id=3029
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=9,1
uw=
kj=0
ij=1	1

[RMS 1450]
id=3030
nz=1	0	1	
np=0	0	0
wa=0
wb=0
il=9,1
uw=
kj=0
ij=1	1

[ELEMENT 2]
na=ZADASZENIE WEJŚCIA OD STRONY TYLNEJ
wa=0
kn=0	0	0
wn=0	0	0	0
id=3031
nu=3.4

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=3032
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 0406-06	2-02	0406-06		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 0406-06	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Ramy górne i płatwie długości ponad 3 m - przekrój poprzeczny drewna ponad 180 cm2 z tarcicy nasyconej
op=0	1	0	0	0	0	0	0	0
nu=85
ob=0,32	0,32		1
jm=m3 drew.	000
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,32
jm=m3 drew.	000
pm=-1
wo=0	0,1	0,14*0,22*3,12	pC582atew 14/22/312			0
wo=0	0,08	0,14*0,18*3,12	pC582atew 14/18/312			0
wo=0	0,14	0,14*0,18*2,81*2	pC582atew 14/18/281			0
ko=0		

[PRZEDMIAR]
wo=0,1	1	0,14*0,22*3,12	płatew 14/22/312					
wo=0,08	1	0,14*0,18*3,12	płatew 14/18/312					
wo=0,14	1	0,14*0,18*2,81*2	płatew 14/18/281					
ko=				

[RMS 1213]
id=3040
nz=16,6	0	16,6	
np=0	0	0
wa=0
wb=0
il=5,312
uw=
kj=0
ij=16,6	16,6

[RMS 1456]
id=3034
nz=1,1	0	1,1	
np=1	0	3037
wa=0
wb=0
il=0,352
uw=
kj=0
ij=1,1	1,1

[RMS 1457]
id=3035
nz=1,2	0	1,2	
np=1	0	3037
wa=0
wb=0
il=0,384
uw=
kj=0
ij=1,2	1,2

[RMS 1455]
id=3036
nz=2,97	0	2,97	
np=1	0	3037
wa=0
wb=0
il=0,9504
uw=
kj=0
ij=2,97	2,97

[RMS 6]
id=3037
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=3038
nz=0,89	0	0,89	
np=0	0	0
wa=0
wb=0
il=0,2848
uw=
kj=0
ij=0,89	0,89

[RMS 1415]
id=3039
nz=1,1	0	1,1	
np=0	0	0
wa=0
wb=0
il=0,352
uw=
kj=0
ij=1,1	1,1

[POZYCJA]
id=3041
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 0407-06	2-02	0407-06		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 0407-06	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Słupy o długości ponad 2 m - przekrój poprzeczny drewna ponad 180 cm2 z tarcicy nasyconej - kotwione za pomocą łączników PPD [ zawarte w materiałach ]
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=86
ob=0,22	0,22		1
jm=m3 drew.	000
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,22
jm=m3 drew.	000
pm=-1
wo=0	0,22	4*0,14*0,14*2,86	sC582up 14/14/286			0

[PRZEDMIAR]
wo=0,22	1	4*0,14*0,14*2,86	słup 14/14/286					

[RMS 1213]
id=3049
nz=21,4	0	21,4	
np=0	0	0
wa=0
wb=0
il=4,708
uw=
kj=0
ij=21,4	21,4

[RMS 1456]
id=3043
nz=1,06	0	1,06	
np=1	0	3046
wa=0
wb=0
il=0,2332
uw=
kj=0
ij=1,06	1,06

[RMS 1457]
id=3044
nz=1,03	0	1,03	
np=1	0	3046
wa=0
wb=0
il=0,2266
uw=
kj=0
ij=1,03	1,03

[RMS 1455]
id=3045
nz=28,55	0	28,55	
np=1	0	3046
wa=0
wb=0
il=6,281
uw=
kj=0
ij=28,55	28,55

[RMS 1458]
id=3050
nz=4	1	4	
np=0	0	0
wa=0
wb=0
il=4
uw=
kj=0
ij=18,1818181818182	4

[RMS 6]
id=3046
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=3047
nz=0,95	0	0,95	
np=0	0	0
wa=0
wb=0
il=0,209
uw=
kj=0
ij=0,95	0,95

[RMS 1415]
id=3048
nz=0,74	0	0,74	
np=0	0	0
wa=0
wb=0
il=0,1628
uw=
kj=0
ij=0,74	0,74

[POZYCJA]
id=3051
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 0408-04	2-02	0408-04		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 0408-04	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Krokwie zwykłe długości do 4.5 m - przekrój poprzeczny drewna ponad 180 cm2 z tarcicy nasyconej
op=0	1	0	0	0	0	0	0	0
nu=87
ob=0,28	0,28		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=0,28
jm=m3	060
pm=-1
wo=0	0,28	5*0,14*0,14*2,86	krokiew 14/14/286			0

[PRZEDMIAR]
wo=0,28	1	5*0,14*0,14*2,86	krokiew 14/14/286					

[RMS 1213]
id=3060
nz=16,2	0	16,2	
np=0	0	0
wa=0
wb=0
il=4,536
uw=
kj=0
ij=16,2	16,2

[RMS 1456]
id=3053
nz=1,04	0	1,04	
np=1	0	3057
wa=0
wb=0
il=0,2912
uw=
kj=0
ij=1,04	1,04

[RMS 1457]
id=3054
nz=0,4	0	0,4	
np=1	0	3057
wa=0
wb=0
il=0,112
uw=
kj=0
ij=0,4	0,4

[RMS 1226]
id=3055
nz=3,3	0	3,3	
np=1	0	3057
wa=0
wb=0
il=0,924
uw=
kj=0
ij=3,3	3,3

[RMS 1455]
id=3056
nz=1,14	0	1,14	
np=1	0	3057
wa=0
wb=0
il=0,3192
uw=
kj=0
ij=1,14	1,14

[RMS 6]
id=3057
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=3058
nz=0,84	0	0,84	
np=0	0	0
wa=0
wb=0
il=0,2352
uw=
kj=0
ij=0,84	0,84

[RMS 1415]
id=3059
nz=0,66	0	0,66	
np=0	0	0
wa=0
wb=0
il=0,1848
uw=
kj=0
ij=0,66	0,66

[POZYCJA]
id=3061
pd=IGM wyd.III 2000	KNR	0-15II 0517-01	0-15II	0517-01		0
pd5=IGM wyd.III 2000	KATSRC_UNDEF	KNR 0-15II 0517-01	
mpn=_1211	_1211
na=Pokrycie dachów blachą - ułożenie na krokwiach ekranu zabezpieczającego z folii membrana dachowa  parametry: waga min. 220 g/m2, odporność na temperaturę powyżej 120 stopni celsjusza
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=88
ob=9,31	9,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=9,31
jm=m2	050
pm=-1
wo=0	9,31	2,985*3,12				0

[PRZEDMIAR]
wo=9,31	1	2,985*3,12						

[RMS 1213]
id=3062
nz=0,1633	0	0,1633	
np=0	0	0
wa=0
wb=0
il=1,520323
uw=
kj=0
ij=0,1633	0,1633

[RMS 1461]
id=3063
nz=1,3	0	1,3	
np=1	0	3064
wa=0
wb=0
il=12,103
uw=
kj=0
ij=1,3	1,3

[RMS 6]
id=3064
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=3065
nz=0,0001	0	0,0001	
np=0	0	0
wa=0
wb=0
il=0,000931
uw=
kj=0
ij=0,0001	0,0001

[RMS 1415]
id=3066
nz=0,0005	0	0,0005	
np=0	0	0
wa=0
wb=0
il=0,004655
uw=
kj=0
ij=0,0005	0,0005

[POZYCJA]
id=3067
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 0508-01	2-02	0508-01	 z.sz.5.1. 9908 	0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 0508-01	 z.sz.5.1. 9908 
mpn=12:0:0915,101211	12:0:0915,101211
na=Pokrycie dachów blachą ocynkowaną i powlekana  grubości 0.50 mm;
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=89
ob=9,31	9,31		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=9,31
jm=m2	050
pm=-1
wo=0	9,31	#p3061				0

[PRZEDMIAR]
wo=9,31	1	#p88						

[MNOŻNIKI RMS]
wr=1,2		1.2
wm=1		1
ws=1		1
wo=1		1

[RMS 1213]
id=3068
nz=1,53	0	1,53	
np=0	0	0
wa=0
wb=0
il=17,09316
uw=
kj=0
ij=1,836	1,836

[RMS 1464]
id=3069
nz=1,15	0	1,15	
np=1	0	3071
wa=0
wb=0
il=10,7065
uw=
kj=0
ij=1,15	1,15

[RMS 1465]
id=3070
nz=0,0712	0	0,0712	
np=1	0	3071
wa=0
wb=0
il=0,662872
uw=
kj=0
ij=0,0712	0,0712

[RMS 6]
id=3071
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1462]
id=3072
nz=0,0034	0	0,0034	
np=0	0	0
wa=0
wb=0
il=0,031654
uw=
kj=0
ij=0,0034	0,0034

[RMS 1415]
id=3073
nz=0,0022	0	0,0022	
np=0	0	0
wa=0
wb=0
il=0,020482
uw=
kj=0
ij=0,0022	0,0022

[POZYCJA]
id=3074
pd=ORGBUD wyd.I 1992-1999+ erraty z Zeszytów	NNRNKB	202 0541-02	202	0541-02		0
pd5=ORGBUD wyd.I 1992-1999+ erraty z ZeszytC3B3w	KATSRC_UNDEF	NNRNKB 202 0541-02	
mpn=1211	1211
na=(z.VI) Obróbki blacharskie z blachy powlekanej o szer.w rozwinięciu ponad 25 cm
op=0	1	0	0	0	0	0	0	0
nu=90
ob=1,03	1,03		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,03
jm=m2	050
pm=-1
wo=0	1,03	3,12*0,33	Styk z murem  			0

[PRZEDMIAR]
wo=1,03	1	3,12*0,33	Styk z murem  					

[RMS 1213]
id=3075
nz=1,35	0	1,35	
np=0	0	0
wa=0
wb=0
il=1,3905
uw=
kj=0
ij=1,35	1,35

[RMS 1464]
id=3076
nz=1,23	0	1,23	
np=1	0	3079
wa=0
wb=0
il=1,2669
uw=
kj=0
ij=1,23	1,23

[RMS 1392]
id=3077
nz=17,2	0	17,2	
np=1	0	3079
wa=0
wb=0
il=17,716
uw=
kj=0
ij=17,2	17,2

[RMS 1393]
id=3078
nz=0,001	0	0,001	
np=1	0	3079
wa=0
wb=0
il=0,00103
uw=
kj=0
ij=0,001	0,001

[RMS 6]
id=3079
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=3080
nz=0,008	0	0,008	
np=0	0	0
wa=0
wb=0
il=0,00824
uw=
kj=0
ij=0,008	0,008

[ELEMENT 2]
na=PRACE DROGOWE NA ZEWNĄTRZ
wa=0
kn=0	0	0
wn=0	0	0	0
id=3082
nu=3.5

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	

[POZYCJA]
id=3083
pd=ORGBUD wyd.II 1987, biuletyny do 9 1996	KNR	2-01 0122-01	2-01	0122-01		0
pd5=ORGBUD wyd.II 1987, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-01 0122-01	
mpn=1211	<DaneKNR />
na=Pomiary przy wykopach fundamentowych w terenie równinnym i nizinnym
uw=analogia
op=0	1	0	0	0	0	0	0	0
nu=91
ob=11,83	11,83		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,83
jm=m3	060
pm=-1
ko=0	schodki	0,66 *0,13
wo=0	1	(3,10+3,57) *0,15	podesty			0
wo=0	10,83	(16,80+4,44) *0,51	chodniki			0

[PRZEDMIAR]
ko=schodki	0,66 *0,13			
wo=1	1	(3,10+3,57) *0,15	podesty					
wo=10,83	1	(16,80+4,44) *0,51	chodniki					

[MNOŻNIKI RMS]
wr=0,955		0,955
wm=1		1
ws=1		1
wo=1		1

[RMS 1213]
id=3089
nz=0,0559	0	0,0559	
np=0	0	0
wa=0
wb=0
il=0,63154455
uw=
kj=0
ij=0,053385	0,053385

[RMS 1468]
id=3111
nz=2E-05	0	0,00002	
np=0	0	0
wa=0
wb=0
il=0,0002366
uw=
kj=0
ij=2E-05	2E-05

[POZYCJA]
id=3104
pd=ORGBUD wyd.II 1987, biuletyny do 9 1996	KNR	2-01 0201-01	2-01	0201-01		0
pd5=ORGBUD wyd.II 1987, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-01 0201-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Roboty ziemne wykonywane koparkami przedsiębiernymi o poj. łyżki 0.15 m3 w gruncie kat. I-II z transportem urobku samochodami samowyładowczymi na odległość do 1 km
op=0	1	0	0	0	0	0	0	0
nu=92
ob=11,83	11,83		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,83
jm=m3	060
pm=-1
wo=0	11,83	#p3083				0

[PRZEDMIAR]
wo=11,83	1	#p91						

[RMS 1213]
id=3108
nz=0,1926	0	0,1926	
np=0	0	0
wa=0
wb=0
il=2,278458
uw=
kj=0
ij=0,1926	0,1926

[RMS 1471]
id=3106
nz=0,0785	0	0,0785	
np=0	0	0
wa=0
wb=0
il=0,928655
uw=
kj=0
ij=0,0785	0,0785

[RMS 1415]
id=3107
nz=0,2057	0	0,2057	
np=0	0	0
wa=0
wb=0
il=2,433431
uw=
kj=0
ij=0,2057	0,2057

[POZYCJA]
id=3090
pd=WACETOB wyd.I 1997, errata z Zeszytu 3/2001	KNR-W	2-01 0228-01	2-01	0228-01		0
pd5=WACETOB wyd.I 1997, errata z Zeszytu 3/2001	KATSRC_UNDEF	KNR-W 2-01 0228-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Zagęszczenie nasypów ubijakami mechanicznymi; grunty sypkie kat. I-II
op=0	1	0	0	0	0	0	0	0
nu=93
ob=11,83	11,83		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,83
jm=m3	060
pm=-1
wo=0	11,83	#p3083				0

[PRZEDMIAR]
wo=11,83	1	#p91						

[RMS 1213]
id=3091
nz=0,134	0	0,134	
np=0	0	0
wa=0
wb=0
il=1,58522
uw=
kj=0
ij=0,134	0,134

[RMS 1235]
id=3092
nz=0,0704	0	0,0704	
np=0	0	0
wa=0
wb=0
il=0,832832
uw=
kj=0
ij=0,0704	0,0704

[POZYCJA]
id=3194
pd=ORGBUD wyd. spec. 1998	KNR	2-02 1101-01	2-02	1101-01		0
pd5=ORGBUD wyd. spec. 1998	KATSRC_UNDEF	KNR 2-02 1101-01	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Podkłady betonowe na podłożu gruntowym
op=0	1	0	0	0	0	0	0	0
nu=94
ob=1,39	1,39		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1
nsn=B-01.02.01			

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=1,39
jm=m3	060
pm=-1
wo=0	0,33	(3,10+3,57) *0,05	podesty			0
wo=0	1,06	(16,80+4,44) *0,05	chodniki			0

[PRZEDMIAR]
wo=0,33	1	(3,10+3,57) *0,05	podesty					
wo=1,06	1	(16,80+4,44) *0,05	chodniki					

[RMS 1213]
id=3195
nz=5,26	0	5,26	
np=0	0	0
wa=0
wb=0
il=7,3114
uw=
kj=0
ij=5,26	5,26

[RMS 1494]
id=3196
nz=1,03	0	1,03	
np=1	0	3197
wa=0
wb=0
il=1,4317
uw=
kj=0
ij=1,03	1,03

[RMS 6]
id=3197
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=3112
pd=WACETOB wyd.VI/V 2017/2003	KNR-W	2-02 0205-01	2-02	0205-01		0
pd5=WACETOB wyd.VI/V 2017/2003	KATSRC_UNDEF	KNR-W 2-02 0205-01	
mpn=121,0:1,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="1" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Płyty fundamentowe żelbetowe - schody + podesty - wg. projektu
op=0	1	0	0	0	0	0	0	0
nu=95
ob=11,83	11,83		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,83
jm=m3	060
pm=-1
ko=0		
wo=0	1	(3,10+3,57) *0,15	podesty			0
wo=0	10,83	(16,80+4,44) *0,51	chodniki			0

[PRZEDMIAR]
ko=				
wo=1	1	(3,10+3,57) *0,15	podesty					
wo=10,83	1	(16,80+4,44) *0,51	chodniki					

[RMS 1213]
id=3120
nz=2,68	0	2,68	
np=0	0	0
wa=0
wb=0
il=31,7044
uw=
kj=0
ij=2,68	2,68

[RMS 1474]
id=3114
nz=1,015	0	1,015	
np=1	0	3118
wa=0
wb=0
il=12,00745
uw=
kj=0
ij=1,015	1,015

[RMS 1475]
id=3115
nz=0,002	0	0,002	
np=1	0	3118
wa=0
wb=0
il=0,02366
uw=
kj=0
ij=0,002	0,002

[RMS 1476]
id=3116
nz=0,001	0	0,001	
np=1	0	3118
wa=0
wb=0
il=0,01183
uw=
kj=0
ij=0,001	0,001

[RMS 1226]
id=3117
nz=0,02	0	0,02	
np=1	0	3118
wa=0
wb=0
il=0,2366
uw=
kj=0
ij=0,02	0,02

[RMS 6]
id=3118
nz=1,5	0	1,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1415]
id=3119
nz=0,01	0	0,01	
np=0	0	0
wa=0
wb=0
il=0,1183
uw=
kj=0
ij=0,01	0,01

[POZYCJA]
id=3131
pd=ORGBUD wyd.III 1993, biuletyny do 9 1996	KNR	2-31 0105-07	2-31	0105-07	 0105-08	0
pd5=ORGBUD wyd.III 1993, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-31 0105-07	 0105-08
mpn=29:0:1509101211	<DaneKNR><Modyfikacje><Modyfikacja Pytanie="29" Wybory="0" Odpowiedzi="15" /></Modyfikacje></DaneKNR>
na=Podsypka cementowo-piaskowa z zagęszczeniem mechanicznym - 15 cm grubości warstwy po zagęszczeniu
op=0	1	0	0	0	0	0	0	0
nu=96
ob=21,24	21,24		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=21,24
jm=m2	050
pm=-1
wo=0	21,24	16,80+4,44				0

[PRZEDMIAR]
wo=21,24	1	16,80+4,44						

[RMS 1213]
id=3140
nz=0,6048	0	0,6048	
np=0	0	0
wa=0
wb=0
il=12,845952
uw=
kj=0
ij=0,6048	0,6048

[RMS 1194]
id=3135
nz=0,1937	0	0,0389+12*0,0129	
np=1	0	3138
wa=0
wb=0
il=4,114188
uw=
kj=0
ij=0,1937	0,1937

[RMS 1319]
id=3136
nz=0,0436	0	0,0088+12*0,0029	
np=1	0	3138
wa=0
wb=0
il=0,926064
uw=
kj=0
ij=0,0436	0,0436

[RMS 1327]
id=3137
nz=0,0225	0	0,0045+12*0,0015	
np=1	0	3138
wa=0
wb=0
il=0,4779
uw=
kj=0
ij=0,0225	0,0225

[RMS 6]
id=3138
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1480]
id=3139
nz=0,0061	0	0,0013+12*0,0004	
np=0	0	0
wa=0
wb=0
il=0,129564
uw=
kj=0
ij=0,0061	0,0061

[POZYCJA]
id=3141
pd=ORGBUD wyd.III 1993, biuletyny do 9 1996	KNR	2-31 0114-03	2-31	0114-03	 0114-04	0
pd5=ORGBUD wyd.III 1993, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-31 0114-03	 0114-04
mpn=48:0:1509101211	<DaneKNR><Modyfikacje><Modyfikacja Pytanie="48" Wybory="0" Odpowiedzi="15" /></Modyfikacje></DaneKNR>
na=Podbudowa z kruszywa naturalnego - warstwa górna o grubości po zagęszczeniu 15 cm
op=0	1	0	0	0	0	0	0	0
nu=97
ob=21,24	21,24		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=21,24
jm=m2	050
pm=-1
wo=0	21,24	#p3131				0

[PRZEDMIAR]
wo=21,24	1	#p96						

[RMS 1213]
id=3149
nz=0,0136	0	0,0136	
np=0	0	0
wa=0
wb=0
il=0,288864
uw=
kj=0
ij=0,0136	0,0136

[RMS 1481]
id=3144
nz=0,1843	0	0,0982+7*0,0123	
np=1	0	3146
wa=0
wb=0
il=3,914532
uw=
kj=0
ij=0,1843	0,1843

[RMS 1327]
id=3145
nz=0,015	0	0,008+7*0,001	
np=1	0	3146
wa=0
wb=0
il=0,3186
uw=
kj=0
ij=0,015	0,015

[RMS 6]
id=3146
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1482]
id=3147
nz=0,003	0	0,0023+7*0,0001	
np=0	0	0
wa=0
wb=0
il=0,06372
uw=
kj=0
ij=0,003	0,003

[RMS 1483]
id=3148
nz=0,0141	0	0,0127+7*0,0002	
np=0	0	0
wa=0
wb=0
il=0,299484
uw=
kj=0
ij=0,0141	0,0141

[POZYCJA]
id=3166
pd=ORGBUD wyd.III 1993, biuletyny do 9 1996	KNR	2-31 0407-01	2-31	0407-01		0
pd5=ORGBUD wyd.III 1993, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-31 0407-01	
mpn=1211	<DaneKNR><Nie_wybrano_modyfikacji /></DaneKNR>
na=Obrzeża betonowe na podsypce piaskowej z wypełnieniem spoin zaprawą cementową - uwaga część obrzeży obniżona - patrz proj. zagospodarowania terenu
op=0	1	0	0	0	0	0	0	0
nu=98
ob=21,12	21,12		1
jm=m	040
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=21,12
jm=m	040
pm=-1
wo=0	18,82	18,82	obrzeC5BCa proste			0
wo=0	2,3	2,30	obrzeC5BCa niskie			0

[PRZEDMIAR]
wo=18,82	1	18,82	obrzeża proste					
wo=2,3	1	2,30	obrzeża niskie					

[RMS 1213]
id=3168
nz=0,2084	0	0,2084	
np=0	0	0
wa=0
wb=0
il=4,401408
uw=
kj=0
ij=0,2084	0,2084

[RMS 1488]
id=3171
nz=1,02	0	1,02	
np=1	0	3175
wa=0
wb=0
il=21,5424
uw=
kj=0
ij=1,02	1,02

[RMS 1194]
id=3172
nz=0,0047	0	0,0047	
np=1	0	3175
wa=0
wb=0
il=0,099264
uw=
kj=0
ij=0,0047	0,0047

[RMS 1319]
id=3173
nz=0,0001	0	0,0001	
np=1	0	3175
wa=0
wb=0
il=0,002112
uw=
kj=0
ij=0,0001	0,0001

[RMS 1327]
id=3174
nz=0,0004	0	0,0004	
np=1	0	3175
wa=0
wb=0
il=0,008448
uw=
kj=0
ij=0,0004	0,0004

[RMS 6]
id=3175
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[POZYCJA]
id=3176
pd=ORGBUD wyd.III 1993, biuletyny do 9 1996	KNR	2-31 0511-02	2-31	0511-02		0
pd5=ORGBUD wyd.III 1993, biuletyny do 9 1996	KATSRC_UNDEF	KNR 2-31 0511-02	
mpn=121,0:0,0911	<DaneKNR><Warianty><Kryterium Id="1" Warianty="0" /></Warianty><Nie_wybrano_modyfikacji /></DaneKNR>
na=Nawierzchnie z kostki brukowej betonowej o grubości 6 cm na podsypce cementowo-piaskowej
op=0	1	0	0	0	0	0	0	0
nu=99
ob=21,24	21,24		1
jm=m2	050
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
kz=0	0%
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
kzj=0	0%
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=21,24
jm=m2	050
pm=-1
wo=0	21,24	#p3131				0

[PRZEDMIAR]
wo=21,24	1	#p96						

[RMS 1213]
id=3186
nz=1,2342	0	1,2342	
np=0	0	0
wa=0
wb=0
il=26,214408
uw=
kj=0
ij=1,2342	1,2342

[RMS 1490]
id=3179
nz=1,025	0	1,025	
np=1	0	3183
wa=0
wb=0
il=21,771
uw=
kj=0
ij=1,025	1,025

[RMS 1194]
id=3180
nz=0,0788	0	0,0788	
np=1	0	3183
wa=0
wb=0
il=1,673712
uw=
kj=0
ij=0,0788	0,0788

[RMS 1319]
id=3181
nz=0,0117	0	0,0117	
np=1	0	3183
wa=0
wb=0
il=0,248508
uw=
kj=0
ij=0,0117	0,0117

[RMS 1327]
id=3182
nz=0,026	0	0,026	
np=1	0	3183
wa=0
wb=0
il=0,55224
uw=
kj=0
ij=0,026	0,026

[RMS 6]
id=3183
nz=0,5	0	0,5	
np=0	0	0
op=M	0
wa=0
wb=0
il=0
uw=
kj=0
ij=0	0

[RMS 1492]
id=3184
nz=0,13	0	0,13	
np=0	0	0
wa=0
wb=0
il=2,7612
uw=
kj=0
ij=0,13	0,13

[RMS 1493]
id=3185
nz=0,025	0	0,025	
np=0	0	0
wa=0
wb=0
il=0,531
uw=
kj=0
ij=0,025	0,025

[POZYCJA]
id=3187
pd=wyd. I 1991, nigdy nie zatwierdzony do stosowania	KNKRB	1 0315-02	1	0315-02		0
pd5=wyd. I 1991, nigdy nie zatwierdzony do stosowania	KATSRC_UNDEF	KNKRB 1 0315-02	
mpn=1211	<DaneKNR />
na=Rozplantowanie gruntu kat.III o powierzchni 1 m3 wydobytej z wykopów
op=0	1	0	0	0	0	0	0	0
nu=100
ob=11,83	11,83		1
jm=m3	060
kj=0	0	0
cj=0		0	0	0
cjw=		0	
kjw=			0	0	0
wn=0	0	0	0
wcn=1	1	1	1	1	1	1	1

[PODSUMOWANIE]
wa=
kb=0	0	0	0	0	0	0	
na=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
na=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wc=0	0	0	0	0	0	0	
pr=2
kbj=0	0	0	0	0	0	0	
naj=0	0	0	0	0	0	0	0	Kp	Koszty poC59Brednie	0%R+0%S
naj=0	0	0	0	0	0	0	0	Z	Zysk	0%R+0%S
wcj=0	0	0	0	0	0	0	

[OBMIAR NEX]
id=0
ob=11,83
jm=m3	060
pm=-1
wo=0	11,83	#p3083				0

[PRZEDMIAR]
wo=11,83	1	#p91						

[RMS 1213]
id=3189
nz=0,357	0	0,357	
np=0	0	0
wa=0
wb=0
il=4,22331
uw=
kj=0
ij=0,357	0,357

[SUMA KONTROLNA]
3D5373275C2D9C70066A5D33D48633F1