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Wieża w Piszu.KST<br />

<strong>PRZEDMIAR</strong><br />

Lp. Podstawa Nr<br />

Opis i wyliczenia j.m. Poszcz Razem<br />

spec<br />

.<br />

techn.<br />

0/7 2.60*(1.05+2.66+1.33+2.66+0.13+2.91+4.35+1.89+1.56+1.46+ m 2 61.56<br />

0.15+0.57*2+4.62*2)-1.10*2.10-1.50*2.10-0.60*1.20-2.66*1.50*<br />

2-1.83*2.00<br />

0/8 2.60*(1.51+1.67+0.77+1.90+2.14*2)-1.89*2.10-1.10*2.10-1.50* m 2 16.91<br />

2.10<br />

0/9 2.60*(0.12+1.00+0.44+1.00+0.95+1.00+0.52+1.00+1.55+0.90+ m 2 47.14<br />

1.22+1.20+3.70+1.00+0.97+1.02+0.81+1.22*2+1.82*2)-1.00*<br />

2.00*5-0.90*2.00-1.20*2.00-1.10*2.10<br />

0/10 2.60*(1.94+1.24+0.71*2+2.32+0.58*2+1.16*2+2.14*2+0.13)- m 2 31.58<br />

1.10*2.10*3<br />

0/11 2.60*(1.25+1.14+0.69+1.00+0.77+2.09+2.70*2+1.73*2)-1.00* m 2 35.08<br />

2.00*3<br />

0/12 2.60*(1.48+0.94+2.06+3.63*2)-1.20*2.00-0.90*1.20 m 2 27.04<br />

0/13 2.60*(3.70+1.00+0.72+2.09+1.01+0.35+0.94+2.74+2.76+0.94)- m 2 40.25<br />

1.00*2.00<br />

0/14 2.60*(0.11+1.02+1.15+1.11+1.00+0.93+1.10+1.45*4)-1.00*2.00* m 2 27.77<br />

2<br />

0/15 2.60*(2.36+1.23+0.90+2.60*1.86*2)-0.90*2.00 m 2 35.02<br />

0/16 2.60*(2.83+0.12+1.00+1.44+1.86*2)-0.90*2.00 m 2 21.89<br />

0/17 2.60*(1.29+1.35+1.86*2)-1.00*2.00 m 2 14.54<br />

0/18 2.60*(1.44+1.50+1.86*2)-1.00*2.00 m 2 15.32<br />

0/19 2.60*(2.35+0.59+1.40+3.20+1.47+1.73)-1.00*2.00 m 2 25.92<br />

0/20 2.60*(1.10+0.25+2.06+2.35+2.99*2)-1.10*2.10*2 m 2 25.90<br />

0/21 2.60*(1.66+1.17+3.62*2)-1.10*2.10 m 2 23.87<br />

0/22 2.60*(2.03+1.83+1.86*2)-1.00*2.00 m 2 17.71<br />

0/23 2.60*(2.28+2.25*2+1.88+0.80+1.85+0.07+0.76+0.07+0.15+ m 2 30.61<br />

1.00+0.72)-1.00*2.00*3<br />

A (suma częściowa) --------------<br />

ościeża 0.75*(2.66+1.50*2)*2+0.25*(1.10+2.10*2)*4+0.25*(1.55+2.10*2)<br />

+1.35*(1.56+2.10*2)<br />

305 KNR 2-02<br />

d.3.7 0815-04<br />

306 NNRNKB 202<br />

d.3.7 1134-02<br />

307 KNR 2-02<br />

d.3.7<br />

m 2 587.26<br />

m 2 23.00<br />

RAZEM 610.26<br />

B.11 Wewnętrzne gładzie gipsowe,dwuwarstwowe na ścianach z elementów<br />

m 2<br />

prefabrykowanych i betonowych wylewanych<br />

poz.304-poz.307-poz.308 m 2 57.69<br />

RAZEM 57.69<br />

B.14 (z.VII) Gruntowanie podłoży preparatami "CERESIT CT 17" i " m 2<br />

ATLAS UNI GRUNT" - powierzchnie pionowe<br />

poz.304 m 2 610.26<br />

RAZEM 610.26<br />

B.13 Licowanie ścian płytkami o wymiarach 20x20 cm na klej metodą m 2<br />

0829-06<br />

zwykłą<br />

0/10 2.10*(1.94+1.24+0.71*2+2.32+0.58*2+1.16*2+2.14*2+0.13)- m 2 24.17<br />

1.10*2.10*3<br />

0/11 2.10*(1.25+1.14+0.69+1.00+0.77+2.09+2.70*2+1.73*2)-1.00* m 2 27.18<br />

2.00*3<br />

0/12 2.60*(1.48+0.94+2.06+3.63*2)-1.20*2.00-0.90*1.20 m 2 27.04<br />

0/13 2.60*(3.70+1.00+0.72+2.09+1.01+0.35+0.94+2.74+2.76+0.94)- m 2 40.25<br />

1.00*2.00<br />

0/14 2.10*(0.11+1.02+1.15+1.11+1.00+0.93+1.10+1.45*4)-1.00*2.00* m 2 21.66<br />

2<br />

0/15 2.60*(2.36+1.23+0.90+2.60*1.86*2)-0.90*2.00 m 2 35.02<br />

0/16 2.60*(2.83+0.12+1.00+1.44+1.86*2)-0.90*2.00 m 2 21.89<br />

0/18 2.60*(1.44+1.50+1.86*2)-1.00*2.00 m 2 15.32<br />

0/19 2.60*(2.35+0.59+1.40+3.20+1.47+1.73)-1.00*2.00 m 2 25.92<br />

0/20 2.10*(1.10+0.25+2.06+2.35+2.99*2)-1.10*2.10*2 m 2 20.03<br />

0/21 2.10*(1.66+1.17+3.62*2)-1.10*2.10 m 2 18.84<br />

0/22 2.10*(2.03+1.83+1.86*2)-1.00*2.00 m 2 13.92<br />

0/23 2.10*(2.28+2.25*2+1.88+0.80+1.85+0.07+0.76+0.07+0.15+<br />

1.00+0.72)-1.00*2.00*3<br />

m 2 23.57<br />

RAZEM 314.81<br />

308 KNR 0-23 B.11 Nałożenie podkładowej masy tynkarskiej pod tynki dekoracyjne m 2<br />

d.3.7 0933-01<br />

0/6 2.60*[(1.50+4.18+2.66+0.60)*2+1.50+3.14*3.31*0.25*2+2.14+ m 2 89.15<br />

0.19+1.80+1.34+1.56+1.62+3.14*4.81*2*0.125]-2.52*1.50-1.56*<br />

2.10<br />

0/7 2.60*(1.05+2.66+1.33+2.66+0.13+2.91+4.35+1.89+1.56+1.46+ m 2 61.56<br />

0.15+0.57*2+4.62*2)-1.10*2.10-1.50*2.10-0.60*1.20-2.66*1.50*<br />

2-1.83*2.00<br />

0/8 2.60*(1.51+1.67+0.77+1.90+2.14*2)-1.89*2.10-1.10*2.10-1.50* m 2 16.91<br />

2.10<br />

0/9 2.60*(0.12+1.00+0.44+1.00+0.95+1.00+0.52+1.00+1.55+0.90+<br />

1.22+1.20+3.70+1.00+0.97+1.02+0.81+1.22*2+1.82*2)-1.00*<br />

2.00*5-0.90*2.00-1.20*2.00-1.10*2.10<br />

m 2 47.14<br />

- 28 -<br />

Norma PRO Wersja 4.24

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