K O S Z T O R Y S B U D O W L A N Y |
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L.p. |
Podstawa |
Wyszczególnienie nakładów |
Jednostka |
Norma |
Ilość |
Cena |
Wartość kosztorysowa zł (PLN) |
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wyceny |
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miary |
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jednostkowa |
Robocizna (R |
Materiały (M) |
Sprzęt (S) |
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1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
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1 |
R o b o t y z i e m n e |
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1.1 |
KNR 2-01 |
Pomiary przy wykopach pod budynek |
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0122 01 |
(na 100 m3 wykopu) - 78,8 m3 |
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78.8 |
Robocizna (razem) |
r-g |
5.60 |
4.41 |
10.23 |
45.14 |
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Słupki drewniane Æ 70mmm |
m3 |
0.005 |
0.004 |
134.97 |
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0.53 |
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1.2 |
KNR 2-01 |
Ręczne usunięcie humusu |
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0125 03 |
(na 100 m2 warstwy) -179,16 m2 |
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179.16 |
Robocizna (z przewozem taczkami) |
r-g |
34.50 |
61.81 |
10.23 |
632.32 |
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1.3 |
KNR 2-01 |
Roboty ziemne z przewozem gruntu taczkami |
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0307 02 |
(na 100 m3 gruntu) - 51,93 m3 |
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51.93 |
Robocizna |
r-g |
248.00 |
128.79 |
10.23 |
1317.48 |
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1.4 |
KNR 2-01 |
Ręczne zasypywanie wykopów fundamentowych |
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0501 01 |
( na 100 m3 zasypanego wykopu) - 30,56 m3 |
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30.56 |
Robocizna |
r-g |
116.70 |
35.66 |
10.23 |
364.84 |
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1.5 |
KNR 2-01 |
Rozplantowanie ręczne ziemi wydobytej z wykopów |
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0415 02 |
(na 100 m3 gruntu w stanie rodziym) - 22,93 m3 |
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22.93 |
Robocizna |
r-g |
37.40 |
8.58 |
10.23 |
87.73 |
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Razem roboty ziemne |
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2447.51 |
0.53 |
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2 |
R o b o t y b e t o n o w e |
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2.1 |
KNR 2-02 |
Ławy fundamentowe betonowe |
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0201 02 |
(na 1m3 betonu) - 10,03 m3 |
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10.03 |
Robocizna (razem) |
r-g |
5.28 |
52.96 |
10.23 |
541.76 |
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Beton zwykły z kruszuwa naturalnego B15 |
m3 |
1.015 |
10.18 |
156.55 |
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1593.75 |
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Drewno okrągłe na stemple budowlane |
m3 |
0.004 |
0.04 |
278.62 |
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11.18 |
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Deski iglaste obrzynane grub. 25 mm, kl.III |
m3 |
0.005 |
0.05 |
479.01 |
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24.02 |
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Deski iglaste obrzynane grub. 38 mm, kl.III |
m3 |
0.003 |
0.03 |
556.96 |
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16.76 |
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Gwoździe budowlane okrągłe, gołe |
kg |
0.28 |
2.81 |
3.40 |
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9.55 |
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Samochód skrzyniowy do 5,0 t |
m-g |
0.03 |
0.30 |
50.75 |
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15.27 |
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L.p. |
Podstawa |
Wyszczególnienie nakładów |
Jednostka |
Norma |
Ilość |
Cena |
Wartość kosztorysowa zł (PLN) |
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wyceny |
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miary |
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jednostkowa |
Robocizna (R |
Materiały (M) |
Sprzęt (S) |
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1 |
2 |
3 |
4 |
5 |
6 |
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10 |
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2.2 |
KNR 2-02 |
Ściany betonowe |
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0206 01+05 |
(na 1 m2 ściany i 1 szt. otworu) - 60 m2 gr. 0,32 m |
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60 |
Robocizna (razem) |
r-g |
3,84+12.0,06 |
273.60 |
10.23 |
2798.93 |
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4.56 |
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12 |
Beton zwykły z kruszuwa naturalnego B15 |
m3 |
0,203+12.0,01 |
19.38 |
156.55 |
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3033.94 |
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0.323 |
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Deski iglaste obrzynane grub. 25 mm, kl.III |
m3 |
0.008 |
0.48 |
479.01 |
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229.92 |
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Deski iglaste obrzynane grub. 38 mm, kl.III |
m3 |
0.004 |
0.24 |
556.96 |
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133.67 |
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Gwoździe budowlane okrągłe, gołe |
kg |
0.60 |
36.00 |
3.40 |
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122.40 |
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Drut stalowy okrągły |
kg |
0.23 |
13.80 |
2.80 |
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38.64 |
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Wyciąg |
m-g |
0,53+12.0,02 |
46.20 |
6.34 |
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292.91 |
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0.77 |
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Samochód skrzyniowy do 5,0 t |
m-g |
0.03 |
1.80 |
50.75 |
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91.35 |
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Razem roboty betonowe |
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3340.69 |
5213.83 |
399.53 |
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3 |
R o b o t y m u r o w e |
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3.1 |
KNR 2-02 |
Ściany zewnętrzne i nośne |
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0107 02 |
(na 1 m2) - 104,77 m2 gr. 0,37 m |
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104.77 |
Robocizna (razem) |
r-g |
1.70 |
178.11 |
10.23 |
1822.06 |
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Bloczki z betonu komórkowego 49x24x24 cm |
szt. |
8.20 |
859.11 |
4.06 |
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3488.00 |
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Płytki z betonu komórkowego 49x24x12 cm |
szt. |
8.20 |
859.11 |
2.44 |
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2096.24 |
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Zaprawa cementowa M 80 |
m3 |
0.043 |
4.51 |
118.33 |
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533.09 |
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3.2 |
KNR 2-02 |
Ścianki działowe z cegieł pełnych |
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0120 02 |
(na 1 m2) - 20,23 m2 gr. 0,12 m |
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20.23 |
Robocizna (razem) |
r-g |
1.47 |
29.74 |
10.23 |
304.22 |
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Cegły budowlane pełne |
szt. |
48.10 |
973.06 |
0.58 |
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564.38 |
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Zaprawa wapienna |
m3 |
0.030 |
0.61 |
111.94 |
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67.94 |
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Wyciąg |
m-g |
0.16 |
3.24 |
6.34 |
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20.52 |
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3.3 |
KNR 2-02 |
Filarki z cegieł budowlanych pełnych |
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0118 03 |
(na 1 m3) - 0,78 m3 36x36 |
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0.78 |
Robocizna (razem) |
r-g |
2.63 |
2.05 |
10.23 |
20.99 |
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Cegły budowlane pełne |
szt. |
65.00 |
50.70 |
0.58 |
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29.41 |
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Zaprawa wapienna |
m3 |
0.037 |
0.03 |
111.94 |
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3.23 |
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Wyciąg |
m-g |
0.25 |
0.20 |
6.34 |
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1.24 |
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Razem roboty murowe |
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2147.26 |
6782.28 |
21.76 |
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L.p. |
Podstawa |
Wyszczególnienie nakładów |
Jednostka |
Norma |
Ilość |
Cena |
Wartość kosztorysowa zł (PLN) |
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wyceny |
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miary |
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jednostkowa |
Robocizna (R |
Materiały (M) |
Sprzęt (S) |
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1 |
2 |
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5 |
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4 |
S t r o p y |
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4.1 |
KNR 2-02 |
Stropy Akermna z płytą gr. 3 cm, pustaki 30x19,5x15 |
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0213 05 |
(na 100 m2) - 169,14 m2 |
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169.14 |
Robocizna (razem) |
r-g |
272.98 |
461.72 |
10.23 |
4723.38 |
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Pustaki ceramiczne stropowe Akermana 30x19,5 |
szt. |
1702.00 |
2878.76 |
2.03 |
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5843.89 |
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Beton zwykły z kruszuwa naturalnego B15 |
m4 |
6.800 |
11.50 |
156.55 |
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1800.56 |
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Drewno okrągłe na stemple budowlane |
m3 |
0.178 |
0.30 |
278.62 |
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83.88 |
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Deski iglaste obrzynane grub. 25 mm, kl.III |
m3 |
0.295 |
0.50 |
479.01 |
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239.01 |
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Deski iglaste obrzynane grub. 38 mm, kl.III |
m3 |
0.109 |
0.18 |
556.96 |
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102.68 |
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Gwoździe budowlane okrągłe, gołe |
kg |
26.20 |
44.31 |
3.40 |
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150.67 |
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Wyciąg |
m-g |
24.66 |
41.71 |
6.34 |
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264.44 |
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Samochód skrzyniowy do 5,0 t |
m-g |
1.08 |
1.83 |
50.75 |
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92.71 |
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Razem |
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4723.38 |
8220.70 |
357.15 |
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R a z e m 1 - 4 |
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12658.85 |
20217.34 |
778.43 |
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Koszty zakupu Kz - 15% (M) |
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- |
3032.60 |
- |
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Razem |
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12658.85 |
23249.94 |
778.43 |
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Koszty pośrednie Kp - 75% (R,S) |
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9494.14 |
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583.82 |
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Razem |
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22152.98 |
23249.94 |
1362.26 |
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Zysk Z - 12% (R,S,Kp) |
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2658.36 |
- |
163.47 |
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Razem |
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24811.34 |
23249.94 |
1525.73 |
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O g ó ł e m |
49587.01 |
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S ł o w n i e: czterdzieści dziewięć tysięcy pięćset osiemdziesiąt siedem złotych |
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