Lp |
Opis i podstawa normowa |
Jednostka |
Nakłady |
Ilość |
Cena |
Robocizna |
Materiały |
Sprzęt |
|
|
miary |
rzeczowe |
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jednostkowa |
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1 |
Usunięcie warstwy ziemi urodzajnej (humusu) o |
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grubości do 15 cm za pomocą spycharek [100m2] |
m2 |
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86,14 |
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KNR 2-01 0126/01 |
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- R - |
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Robotnicy - grupa I |
r-g |
0,525 |
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7,330 |
331,646 |
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- S - |
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Spycharka gąsienicowa 74 kW (100 KM) (1) |
m-g |
0,250 |
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61,020 |
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1314,066 |
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Suma |
331,646 |
0 |
1314,066 |
4 |
Kanały rurowe- podłoża z materiałów sypkich o |
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grubości 10cm [100m2] |
m2 |
|
10,44 |
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KNR 2-18 0501/01 |
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- R - |
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Robotnicy - grupa I |
r-g |
24,544 |
|
7,330 |
1878,196 |
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- M - |
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Pospółka - kruszywo nienormowane |
m3 |
12,200 |
|
31,390 |
|
3998,082 |
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Materiały pomocnicze (2%) |
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79,962 |
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Suma |
1878,196 |
4078,043 |
0 |
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Lp |
Opis i podstawa normowa |
Jednostka |
Nakłady |
Ilość |
Cena |
Robocizna |
Materiały |
Sprzęt |
9 |
Izolacja zewnętrzna powierzchni rur betonowych i |
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żelbetowych o średnicy 200mm lepikiem |
m |
|
2,65 |
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asfaltowym jednokrotnie [100m] |
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KNR 2-18 0707/02 |
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- R - |
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Robotnicy budowlani - grupa I |
r - g |
3,944 |
|
7,330 |
76,613 |
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Izolarze - grupa II |
r - g |
1,967 |
|
7,330 |
38,214 |
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- M - |
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Lepik asfaltowy na gorąco z wypełniaczami |
kg |
114,480 |
|
1,080 |
|
327,642 |
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Drewno opałowe niekorowane |
kg |
178,500 |
|
0,150 |
|
70,954 |
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Materiały pomocnicze (2%) |
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7,972 |
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- S - |
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Kocioł do gotowania lepiku 50 - 100 dm3 |
m - g |
2,060 |
|
0,200 |
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1,092 |
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Suma |
114,827 |
406,567 |
1,092 |
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Lp |
Opis i podstawa normowa |
Jednostka |
Nakłady |
Ilość |
Cena |
Robocizna |
Materiały |
Sprzęt |
|
|
miary |
rzeczowe |
|
jednostkowa |
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|
13 |
Studnie rewizyjne z kregów betonowych o śr. |
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1000mm w gotowym wykopie do głębokości |
stud. |
|
4 |
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3m [1studnia] |
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KNR 2-18 0613/01 |
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- R - |
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Monterzy instalacji sanitarnych i ogrzewczych |
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- grupa II |
r - g |
27,179 |
|
7,330 |
796,897 |
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- M - |
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Kręgi betonowe o wysokości 500mm |
szt. |
5,250 |
|
89,110 |
|
1871,310 |
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Cegła ceramiczna pełna budowlana kl. 150 |
szt. |
234,000 |
|
0,680 |
|
636,480 |
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Masa betonowa zwykła z krusztwa naturalnego B - 75 |
m3 |
0,232 |
|
142,630 |
|
132,361 |
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Masa betonowa zwykła z krusztwa naturalnego B - 100 |
m3 |
0,470 |
|
153,900 |
|
289,332 |
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Zaprawa cementowa Rz - 80 |
dm3 |
355,000 |
|
0,158 |
|
223,749 |
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Roztwór asfaltowy do gruntowania i izolacji "Abizol R" |
kg |
8,380 |
|
3,010 |
|
100,895 |
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Roztwór asfaltowy do gruntowania i izolacji "Abizol P" |
kg |
16,960 |
|
2,870 |
|
194,701 |
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Stopnie włazowe żeliwne |
szt. |
8,000 |
|
7,550 |
|
241,600 |
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Właz żeliwny ciężki |
szt. |
1,000 |
|
253,990 |
|
1015,960 |
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Pokrywy żelbetowe nadstudzienne |
szt. |
1,000 |
|
51,130 |
|
204,520 |
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Pierścienie obciążające żelbetowe |
szt. |
1,000 |
|
145,870 |
|
583,480 |
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Materiały pomocnicze (2%) |
|
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|
109,888 |
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- S - |
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Samochód skrzyniowy 5 - 10 t /1/ |
m - g |
3,070 |
|
50,650 |
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|
621,982 |
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Samochód skrzyniowy 5 - 10 t /1/ |
m - g |
2,930 |
|
50,650 |
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593,618 |
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Żuraw samochodowy do 4 t /1/ |
m - g |
3,040 |
|
43,990 |
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|
534,918 |
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Suma |
796,897 |
5604,276 |
1750,518 |
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Lp |
Opis i podstawa normowa |
Jednostka |
Nakłady |
Ilość |
Cena |
Robocizna |
Materiały |
Sprzęt |
21 |
Mechaniczne plantowanie powierzchni gruntu |
|
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|
rodzimego kat.I-III [100m2] |
m2 |
|
86,14 |
|
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|
KNR 2-01 0505/04 |
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- R - |
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|
Robotnicy - grupa I |
r - g |
0,191 |
|
7,330 |
120,599 |
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- S - |
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Równiarka samojezdna 74 kW (100 KM) (1) |
m - g |
0,180 |
|
53,590 |
|
|
830,924 |
|
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|
Suma |
120,599 |
0 |
830,924 |
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R |
M |
S |
Σ (wierszami) |
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Suma całkowita |
3242,165 |
10088,886 |
3896,600 |
17227,651 |
|
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Kp (60%) |
1945,299 |
|
2337,960 |
4283,259 |
|
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|
Z (10%) |
518,746 |
|
623,456 |
1142,202 |
|
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|
V (7%) |
399,435 |
706,222 |
480,061 |
1585,718 |
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|
Suma końcowa |
|
24238,83 |
|
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