team size
Content
1.
Roboty ziemne
P1
type of laborer
or machine
P1
P2
normative working
time per 100m2
workers
dozer
0.53 l-h
0.25 m-h
Q=
t=
P2
type of laborer
or machine
normative working
time per 100m3
workers
excavator
transportation
14 l-h
4.15 m-h
4.0725 m-h
Fundamentowanie oraz izolacja
P1
type of laborer
or machine
normative working
time per 100m3
workers
normative working
time per 100t
209.55 l-h
1998.333 l-h
179.3 m-h
Q=
t=
type of laborer
or machine
normative working
time per 100t
workers
steel fixers
transportation
838.2 l-h
3542 l-h
502.7 m-h
type of laborer
or machine
normative working
time per 100m3
concreters
workers
carpenters
transportation
concrete pump
38.258 l-h
200.2 l-h
363 l-h
4.4 m-h
7.7 m-h
type of laborer
or machine
normative working
time per 100m3
concreters
workers
carpenters
transportation
concrete pump
38.258 l-h
129.8 l-h
248.6 l-h
3.3 m-h
7.7 m-h
type of laborer
or machine
normative working
time per 100t
concreters
workers
carpenters
transportation
concrete pump
34.78 l-h
158 l-h
276 l-h
5 m-h
8 m-h
normative working
time per 100
elektromonter
84.92 l-h
Q=
t=
normative working
time per 100m2
1
Nci/Ncw
Podłoga na gruncie P1
P1
type of laborer
or machine
normative working
time per 100m3
1.848 l-h
0.286 m-h
2 m-h
type of laborer
or machine
workers
rowniarka
walec
P1
3.142 t
4
3
1
Nci/Ncw
number of
workers
1
4.225722
0.599738
P1
0.014 t
1
5
1
Nci/Ncw
number of
workers
1
5.232892
9.488212
0.115009
0.201265
P1
1.216 m3
1
6
10
1
1
Nci/Ncw
number of
workers
1
3.392754
6.497987
0.086256
0.201265
P1
7.552 m3
1
4
7
1
1
Nci/Ncw
number of
workers
1
4.542841
7.935595
0.143761
0.230017
P1
30.512 t
1
5
8
1
1
Nci/Ncw
number of
workers
1
P1
7 sz
2
Nci/Ncw
number of
workers
1
P1
469.136 m2
7
Nci/Ncw
number of
workers
6.461538
1
6.993007
P1
114.438 m3
7
1
7
2797.203 m3
1 days
normative working
time per 100m3
0.055 l-h
0.011 m-h
0.044 m-h
Q=
t=
number of
workers
496.19 m2
1 days
3.
Q=
t=
P1
469.136 m3
20
1
9.536308
0.855643
1.612286 l-h
Q=
t=
workers
rowniarka
walec
number of
workers
9.420631 szt
1 days
workers
P2
Nci/Ncw
31.056 t
1 days
type of laborer
or machine
type of laborer
or machine
4
2
4
20.91066 t
1 days
Q=
t=
P8
3.437692
1.01903
1
181.8182 m3
1 days
Q=
t=
P7
number of
workers
0.954426 t
1 days
Q=
t=
P6
Nci/Ncw
3.817705 t
1 days
Q=
t=
P5
3
1
33.67003 m3
14 days
workers
steel fixers
transportation
P4
2.12
1
23.76 l-h
Q=
t=
type of laborer
or machine
number of
workers
196.4395 m3
2 days
2.
P3
Nci/Ncw
3200 m2
1 days
Q=
t=
P2
331.537 m2
296.751 m3
72727.27 m3
1 days
Nci/Ncw
number of
workers
5
1
4
P1
2414.642 m3
5
1
4
P3
type of laborer
or machine
normative working
time per 100m3
workers
concreters
concrete pump
60.5 l-h
198 l-h
11 m-h
Q=
t=
P4
type of laborer
or machine
normative working
time per 100m2
tilers
workers
transportation
lift
35.244 l-h
4.312 l-h
0.748 m-h
1.232 m-h
type of laborer
or machine
normative working
time per 100m2
tilers
workers
transportation
lift
9.009 l-h
0.792 l-h
0.517 l-h
0.352 m-h
normative working
time per 100m3
concreters
carpenters
workers
concrete pump
transportation
lift
7.276 l-h
128.91 l-h
65.49 l-h
1.4 m-h
1.68 m-h
9.945 m-h
Q=
t=
Podłoga na gruncie P3
P1
type of laborer
or machine
P2
concreters
workers
concrete pump
Q=
t=
P3
9
1
1
1
Nci/Ncw
number of
workers
1
0.087912
0.057387
0.039072
P1
114.438 m2
1
1
1
1
Nci/Ncw
number of
workers
0.111101
1.968392
1
0.021377
0.025653
0.151855
P1
11.444 m3
1
2
1
1
1
1
Nci/Ncw
number of
workers
0.462
0.143
1
P1
354.698 m2
2
1
1
Nci/Ncw
number of
workers
4.909091
1
0.272727
P1
35.47 m3
5
3
1
Nci/Ncw
number of
workers
1
0.734082
0.127341
0.209738
P1
354.698 m3
6
1
1
1
136.1934 m3
3 days
normative working
time per 100mt
156.2 l-h
223.3 l-h
223.3 m-h
Nci/Ncw
number of
workers
1
1.429577
1.429577
P1
4.171 t
4
2
2
5.121639 m2
1 days
type of laborer
or machine
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
7.276 l-h
25.782 l-h
65.49 l-h
49 m-h
1.68 m-h
9.945 m-h
Q=
t=
8.173469
1
0.173469
0.285714
P1
114.438 m2
19.83471 m3
2 days
5.874 l-h
4.312 l-h
0.748 m-h
1.232 m-h
Q=
t=
5.
198 l-h
40.33333 m-h
11 m-h
tilers
workers
transportation
lift
steel fixers
suwnica
tory
P5
normative working
time per 100m3
normative working
time per 100m3
type of laborer
or machine
number of
workers
400 m2
1 days
type of laborer
or machine
Q=
t=
P4
normative working
time per 100m2
0.924 l-h
0.286 m-h
2 m-h
type of laborer
or machine
Nci/Ncw
12.21561 m3
1 days
4.
Q=
t=
9.155 m3
2
4
1
2272.727 m2
1 days
type of laborer
or machine
workers
rowniarka
walec
1
3.272727
0.181818
P1
185.5288 m2
1 days
Q=
t=
P6
number of
workers
13.22314 m3
1 days
Q=
t=
P5
Nci/Ncw
Nci/Ncw
number of
workers
0.282212
1
2.540144
1.900551
0.065162
0.385734
P1
114.438 m2
1
5
3
2
1
1
155.147 m2
1 days
Słupy żelbetowe
P
0.171 m3
type of laborer
or machine
concreters
carpenters
workers
concrete pump
transportation
lift
Q=
t=
6.
Ściana S1
P
type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m3
38.775 l-h
806.3 l-h
315.7 l-h
9.9 m-h
8.8 m-h
109.604 m-h
Nci/Ncw
number of
workers
0.04809
1
0.391542
0.012278
0.010914
0.135935
1
1
1
1
1
1
0.992187 m3
1 days
ground floor
normative working
time per 100m2
12.1 l-h
38.5 l-h
53.9 l-h
22 m-h
floor
Nci/Ncw
0.314286
1
1.4
0.571429
number of
workers
60.6397 m2
1
2
2
1
77.1638 type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m2
12.1 l-h
38.5 l-h
53.9 l-h
22 m-h
Nci/Ncw
0.314286
1
1.4
0.571429
number of
workers
1
2
2
1
Q=
t=
7.
Ściana S2
P
type of laborer
or machine
20.77922 m3
3 days
ground floor
carpenters
masons
workers
lift
normative working
time per 100m2
12.1 l-h
77 l-h
53.9 l-h
22 m-h
Q=
t=
8.
Ściana S3
P
type of laborer
or machine
12.1 l-h
114.4 l-h
39.6 l-h
40.7 m-h
Q=
t=
9.
Ściana S5
P
type of laborer
or machine
10.
Ściana S6
P
type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m2
11 l-h
66 l-h
23.1 l-h
9.9 m-h
Q=
t=
11.
Ściana S7
P
type of laborer
or machine
number of
workers
0.305556
2.888889
1
1.027778
31.0735 m2
1
5
4
2
carpenters
masons
workers
lift
transportation
Q=
t=
9.9 l-h
220 l-h
26.4 l-h
5.5 m-h
5.5 m-h
Strop nad ground floorem P2 oraz belki
P1
type of laborer
or machine
Q=
t=
type of laborer
or machine
concreters
carpenters
workers
concrete pump
transportation
lift
Q=
t=
normative working
time per 100mt
number of
workers
0.172414
1
0.275862
0.103448
10.8528 m2
1
1
1
1
carpenters
masons
workers
lift
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
329 l-h
63.4 l-h
553 l-h
8 m-h
12 m-h
121.26 m-h
Schody
P1
type of laborer
or machine
normative working
time per 100t
steel fixers
straightener
shears
bender
lift
transportation
4716.8 l-h
473 m-h
368 m-h
528 m-h
88 m-h
176 m-h
Q=
t=
type of laborer
or machine
number of
workers
0.166667
1
0.35
0.15
28.175 m2
1
1
1
1
33.605 l-h
187.55 l-h
193.6 l-h
29.6046 type of laborer
or machine
Nci/Ncw
number of
workers
0.229167
2.166667
1
0.770833
1
3
3
1
15.15152 m3
3 days
normative working
time per 100m2
Nci/Ncw
number of
workers
0.172414
1
0.275862
0.103448
1
1
1
1
12.53918 m3
1 days
Nci/Ncw
number of
workers
0.045
1
0.12
0.208333
0.025
4.208 m2
1
1
1
1
1
Nci/Ncw
number of
workers
1
3.053 t
10
Nci/Ncw
number of
workers
0.395117
1
3.556202
0.076022
0.091226
0.540053
100.909 m2
1
7
4
1
1
1
Nci/Ncw
5.189274
1
8.722397
0.126183
0.189274
1.912618
number of
workers
48.947 m2
1
10
1
1
1
2
Nci/Ncw
number of
workers
1
0.10028
0.078019
0.11194
0.018657
0.037313
0.125 t
1
1
1
1
1
1
Nci/Ncw
0.179179
1
1.032258
number of
workers
12.515 m2
1
6
1
normative working
time per 100m2
11 l-h
66 l-h
23.1 l-h
9.9 m-h
Q=
t=
9.090909 t
1 days
normative working
time per 100m2
normative working
time per 100m2
11 l-h
63.8 l-h
17.6 l-h
6.6 m-h
carpenters
masons
workers
lift
12.6183 m3
4 days
13.
1
1
1
1
floor
Nci/Ncw
39.49196 m3
3 days
type of laborer
or machine
Q=
t=
2.6038 type of laborer
or machine
Q=
t=
471.68 l-h
8.004 l-h
20.25729 l-h
72.039 l-h
1.54 m-h
1.848 m-h
10.94 m-h
0.157143
1
0.7
0.285714
floor
Nci/Ncw
1.696065 t
2 days
normative working
time per 100m2
number of
workers
10.38961 m3
3 days
12.1 l-h
114.4 l-h
52.8 l-h
40.7 m-h
Q=
t=
3.636364 m2
2 days
12.
steel fixers
34.62645 type of laborer
or machine
carpenters
masons
workers
lift
12.12121 m3
3 days
normative working
time per 100m2
Nci/Ncw
floor
Nci/Ncw
12.53918 m3
1 days
normative working
time per 100m2
normative working
time per 100m2
12.1 l-h
77 l-h
53.9 l-h
22 m-h
Q=
t=
ground floor
carpenters
masons
workers
lift
concreters
carpenters
workers
1
1
1
1
28.564 type of laborer
or machine
20.20202 m3
2 days
11 l-h
63.8 l-h
17.6 l-h
6.6 m-h
Q=
t=
P2
0.157143
1
0.7
0.285714
21.1554 m2
ground floor
carpenters
masons
workers
lift
P3
number of
workers
10.38961 m3
3 days
normative working
time per 100m2
20.77922 m3
4 days
floor
Nci/Ncw
ground floor
carpenters
masons
workers
lift
P2
Q=
t=
12.12121 m3
3 days
Nci/Ncw
0.166667
1
0.35
0.15
number of
workers
1
1
1
1
concrete pump
transportation
lift
Q=
t=
P3
5.5 m-h
4.4 m-h
27.918 m-h
normative working
time per 100m2
concreters
workers
concrete pump
lift
1.551 l-h
2.2 l-h
0.22 m-h
1.034 m-h
Stropodach D1
P1
type of laborer
or machine
normative working
time per 100m2
workers
concreters
transportation
lift
1.969 l-h
5.8905 l-h
0.408 m-h
0.212 m-h
P2
P3
normative working
time per 100m2
tilers
workers
transportation
lift
9.922 l-h
7.612 l-h
1.397 m-h
0.847 m-h
type of laborer
or machine
tilers
workers
transportation
lift
Q=
t=
P4
type of laborer
or machine
tinsmiths
tilers
workers
lift
transportation
Q=
t=
normative working
time per 100m2
5.034857 l-h
4.312 l-h
0.748 m-h
1.232 m-h
normative working
time per 100m2
1.1 l-h
19.14586 l-h
1.254 l-h
0.396 m-h
0.55 m-h
type of laborer
or machine
normative working
time per 100t
steel fixers
straightener
shears
bender
lift
transportation
4716.8 l-h
473 m-h
638 m-h
528 m-h
88 m-h
176 m-h
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
59.92 l-h
128.26 l-h
59.829 l-h
1.056 m-h
1.474 m-h
7.037 m-h
Hala
P1
type of laborer
or machine
assembler
welders
crane
tractor
trailer
welder
P2
type of laborer
or machine
assembler
crane
tractor
trailer
welder
P3
type of laborer
or machine
assembler
welders
crane
tractor
normative working
time per 100t
1
2
1
1
Nci/Ncw
number of
workers
1
0.767184
0.140798
0.085366
114.438 m2
7
1
1
1
Nci/Ncw
number of
workers
1
0.856429
0.148564
0.244694
114.438 m2
7
1
1
1
Nci/Ncw
number of
workers
0.057454
1
0.065497
0.020683
0.028727
114.438 m2
1
7
1
1
1
Nci/Ncw
number of
workers
1
0.10028
0.135261
0.11194
0.018657
0.037313
0.029 t
1
1
1
1
1
1
Nci/Ncw
number of
workers
1.001521
2.143776
1
0.01765
0.024637
0.117619
4.787 m2
2
3
1
1
1
1
Nci/Ncw
number of
workers
1
0.456617
0.043626
0.07271
0.07271
0.581677
2.087 t
3
1
1
1
1
1
1.057595 t
2 days
normative working
time per 100t
3015.1 l-h
99 m-h
132 m-h
132 m-h
154 m-h
Q=
t=
0.334267
1
0.069264
0.03599
114.438 m2
13.37144 m2
1 days
756.4333 l-h
345.4 l-h
33 m-h
55 m-h
55 m-h
440 m-h
Q=
t=
number of
workers
0.169607 t
1 days
type of laborer
or machine
16.
Nci/Ncw
41.7845 m2
3 days
Zadaszenie
Q=
t=
1
1
1
1
158.8923 m2
1 days
P1
P2
0.705
1
0.1
0.47
12.515 m2
80.62891 m2
2 days
15.
Q=
t=
number of
workers
135.8119 m2
1 days
type of laborer
or machine
Q=
t=
Nci/Ncw
363.6364 m2
1 days
14.
Q=
t=
1
1
1
4.265529 m2
3 days
type of laborer
or machine
Q=
t=
0.029326
0.02346
0.148856
Nci/Ncw
number of
workers
1
0.032835
0.04378
0.04378
0.051076
0.199 t
1
1
1
1
1
0.265331 t
1 days
normative working
time per 100t
8908.9 l-h
251.9 l-h
88 m-h
154 m-h
Nci/Ncw
1
0.028275
0.009878
0.017286
number of
workers
0.038 t
1
1
1
1
trailer
welder
154 m-h
319 m-h
Q=
t=
P4
type of laborer
or machine
assembler
crane
tractor
trailer
welder
1
1
0.089798 t
1 days
normative working
time per 100t
561.0833 l-h
50 m-h
80 m-h
80 m-h
350 m-h
Q=
t=
0.017286
0.035807
1.425813 t
3 days
Nci/Ncw
1
0.089113
0.142581
0.142581
0.623793
number of
workers
12
1
1
1
1
3.968 t
Roboty ziemne
P1
type of laborer
or machine
P1
P2
normative working
time per 100m2
workers
dozer
0.53 l-h
0.25 m-h
Q=
t=
P2
type of laborer
or machine
normative working
time per 100m3
workers
excavator
transportation
14 l-h
4.15 m-h
4.0725 m-h
Fundamentowanie oraz izolacja
P1
type of laborer
or machine
normative working
time per 100m3
workers
normative working
time per 100t
209.55 l-h
1998.333 l-h
179.3 m-h
Q=
t=
type of laborer
or machine
normative working
time per 100t
workers
steel fixers
transportation
838.2 l-h
3542 l-h
502.7 m-h
type of laborer
or machine
normative working
time per 100m3
concreters
workers
carpenters
transportation
concrete pump
38.258 l-h
200.2 l-h
363 l-h
4.4 m-h
7.7 m-h
type of laborer
or machine
normative working
time per 100m3
concreters
workers
carpenters
transportation
concrete pump
38.258 l-h
129.8 l-h
248.6 l-h
3.3 m-h
7.7 m-h
type of laborer
or machine
normative working
time per 100t
concreters
workers
carpenters
transportation
concrete pump
34.78 l-h
158 l-h
276 l-h
5 m-h
8 m-h
normative working
time per 100
elektromonter
84.92 l-h
Q=
t=
normative working
time per 100m2
1
Nci/Ncw
Podłoga na gruncie P1
P1
type of laborer
or machine
normative working
time per 100m3
1.848 l-h
0.286 m-h
2 m-h
type of laborer
or machine
workers
rowniarka
walec
P1
3.142 t
4
3
1
Nci/Ncw
number of
workers
1
4.225722
0.599738
P1
0.014 t
1
5
1
Nci/Ncw
number of
workers
1
5.232892
9.488212
0.115009
0.201265
P1
1.216 m3
1
6
10
1
1
Nci/Ncw
number of
workers
1
3.392754
6.497987
0.086256
0.201265
P1
7.552 m3
1
4
7
1
1
Nci/Ncw
number of
workers
1
4.542841
7.935595
0.143761
0.230017
P1
30.512 t
1
5
8
1
1
Nci/Ncw
number of
workers
1
P1
7 sz
2
Nci/Ncw
number of
workers
1
P1
469.136 m2
7
Nci/Ncw
number of
workers
6.461538
1
6.993007
P1
114.438 m3
7
1
7
2797.203 m3
1 days
normative working
time per 100m3
0.055 l-h
0.011 m-h
0.044 m-h
Q=
t=
number of
workers
496.19 m2
1 days
3.
Q=
t=
P1
469.136 m3
20
1
9.536308
0.855643
1.612286 l-h
Q=
t=
workers
rowniarka
walec
number of
workers
9.420631 szt
1 days
workers
P2
Nci/Ncw
31.056 t
1 days
type of laborer
or machine
type of laborer
or machine
4
2
4
20.91066 t
1 days
Q=
t=
P8
3.437692
1.01903
1
181.8182 m3
1 days
Q=
t=
P7
number of
workers
0.954426 t
1 days
Q=
t=
P6
Nci/Ncw
3.817705 t
1 days
Q=
t=
P5
3
1
33.67003 m3
14 days
workers
steel fixers
transportation
P4
2.12
1
23.76 l-h
Q=
t=
type of laborer
or machine
number of
workers
196.4395 m3
2 days
2.
P3
Nci/Ncw
3200 m2
1 days
Q=
t=
P2
331.537 m2
296.751 m3
72727.27 m3
1 days
Nci/Ncw
number of
workers
5
1
4
P1
2414.642 m3
5
1
4
P3
type of laborer
or machine
normative working
time per 100m3
workers
concreters
concrete pump
60.5 l-h
198 l-h
11 m-h
Q=
t=
P4
type of laborer
or machine
normative working
time per 100m2
tilers
workers
transportation
lift
35.244 l-h
4.312 l-h
0.748 m-h
1.232 m-h
type of laborer
or machine
normative working
time per 100m2
tilers
workers
transportation
lift
9.009 l-h
0.792 l-h
0.517 l-h
0.352 m-h
normative working
time per 100m3
concreters
carpenters
workers
concrete pump
transportation
lift
7.276 l-h
128.91 l-h
65.49 l-h
1.4 m-h
1.68 m-h
9.945 m-h
Q=
t=
Podłoga na gruncie P3
P1
type of laborer
or machine
P2
concreters
workers
concrete pump
Q=
t=
P3
9
1
1
1
Nci/Ncw
number of
workers
1
0.087912
0.057387
0.039072
P1
114.438 m2
1
1
1
1
Nci/Ncw
number of
workers
0.111101
1.968392
1
0.021377
0.025653
0.151855
P1
11.444 m3
1
2
1
1
1
1
Nci/Ncw
number of
workers
0.462
0.143
1
P1
354.698 m2
2
1
1
Nci/Ncw
number of
workers
4.909091
1
0.272727
P1
35.47 m3
5
3
1
Nci/Ncw
number of
workers
1
0.734082
0.127341
0.209738
P1
354.698 m3
6
1
1
1
136.1934 m3
3 days
normative working
time per 100mt
156.2 l-h
223.3 l-h
223.3 m-h
Nci/Ncw
number of
workers
1
1.429577
1.429577
P1
4.171 t
4
2
2
5.121639 m2
1 days
type of laborer
or machine
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
7.276 l-h
25.782 l-h
65.49 l-h
49 m-h
1.68 m-h
9.945 m-h
Q=
t=
8.173469
1
0.173469
0.285714
P1
114.438 m2
19.83471 m3
2 days
5.874 l-h
4.312 l-h
0.748 m-h
1.232 m-h
Q=
t=
5.
198 l-h
40.33333 m-h
11 m-h
tilers
workers
transportation
lift
steel fixers
suwnica
tory
P5
normative working
time per 100m3
normative working
time per 100m3
type of laborer
or machine
number of
workers
400 m2
1 days
type of laborer
or machine
Q=
t=
P4
normative working
time per 100m2
0.924 l-h
0.286 m-h
2 m-h
type of laborer
or machine
Nci/Ncw
12.21561 m3
1 days
4.
Q=
t=
9.155 m3
2
4
1
2272.727 m2
1 days
type of laborer
or machine
workers
rowniarka
walec
1
3.272727
0.181818
P1
185.5288 m2
1 days
Q=
t=
P6
number of
workers
13.22314 m3
1 days
Q=
t=
P5
Nci/Ncw
Nci/Ncw
number of
workers
0.282212
1
2.540144
1.900551
0.065162
0.385734
P1
114.438 m2
1
5
3
2
1
1
155.147 m2
1 days
Słupy żelbetowe
P
0.171 m3
type of laborer
or machine
concreters
carpenters
workers
concrete pump
transportation
lift
Q=
t=
6.
Ściana S1
P
type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m3
38.775 l-h
806.3 l-h
315.7 l-h
9.9 m-h
8.8 m-h
109.604 m-h
Nci/Ncw
number of
workers
0.04809
1
0.391542
0.012278
0.010914
0.135935
1
1
1
1
1
1
0.992187 m3
1 days
ground floor
normative working
time per 100m2
12.1 l-h
38.5 l-h
53.9 l-h
22 m-h
floor
Nci/Ncw
0.314286
1
1.4
0.571429
number of
workers
60.6397 m2
1
2
2
1
77.1638 type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m2
12.1 l-h
38.5 l-h
53.9 l-h
22 m-h
Nci/Ncw
0.314286
1
1.4
0.571429
number of
workers
1
2
2
1
Q=
t=
7.
Ściana S2
P
type of laborer
or machine
20.77922 m3
3 days
ground floor
carpenters
masons
workers
lift
normative working
time per 100m2
12.1 l-h
77 l-h
53.9 l-h
22 m-h
Q=
t=
8.
Ściana S3
P
type of laborer
or machine
12.1 l-h
114.4 l-h
39.6 l-h
40.7 m-h
Q=
t=
9.
Ściana S5
P
type of laborer
or machine
10.
Ściana S6
P
type of laborer
or machine
carpenters
masons
workers
lift
normative working
time per 100m2
11 l-h
66 l-h
23.1 l-h
9.9 m-h
Q=
t=
11.
Ściana S7
P
type of laborer
or machine
number of
workers
0.305556
2.888889
1
1.027778
31.0735 m2
1
5
4
2
carpenters
masons
workers
lift
transportation
Q=
t=
9.9 l-h
220 l-h
26.4 l-h
5.5 m-h
5.5 m-h
Strop nad ground floorem P2 oraz belki
P1
type of laborer
or machine
Q=
t=
type of laborer
or machine
concreters
carpenters
workers
concrete pump
transportation
lift
Q=
t=
normative working
time per 100mt
number of
workers
0.172414
1
0.275862
0.103448
10.8528 m2
1
1
1
1
carpenters
masons
workers
lift
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
329 l-h
63.4 l-h
553 l-h
8 m-h
12 m-h
121.26 m-h
Schody
P1
type of laborer
or machine
normative working
time per 100t
steel fixers
straightener
shears
bender
lift
transportation
4716.8 l-h
473 m-h
368 m-h
528 m-h
88 m-h
176 m-h
Q=
t=
type of laborer
or machine
number of
workers
0.166667
1
0.35
0.15
28.175 m2
1
1
1
1
33.605 l-h
187.55 l-h
193.6 l-h
29.6046 type of laborer
or machine
Nci/Ncw
number of
workers
0.229167
2.166667
1
0.770833
1
3
3
1
15.15152 m3
3 days
normative working
time per 100m2
Nci/Ncw
number of
workers
0.172414
1
0.275862
0.103448
1
1
1
1
12.53918 m3
1 days
Nci/Ncw
number of
workers
0.045
1
0.12
0.208333
0.025
4.208 m2
1
1
1
1
1
Nci/Ncw
number of
workers
1
3.053 t
10
Nci/Ncw
number of
workers
0.395117
1
3.556202
0.076022
0.091226
0.540053
100.909 m2
1
7
4
1
1
1
Nci/Ncw
5.189274
1
8.722397
0.126183
0.189274
1.912618
number of
workers
48.947 m2
1
10
1
1
1
2
Nci/Ncw
number of
workers
1
0.10028
0.078019
0.11194
0.018657
0.037313
0.125 t
1
1
1
1
1
1
Nci/Ncw
0.179179
1
1.032258
number of
workers
12.515 m2
1
6
1
normative working
time per 100m2
11 l-h
66 l-h
23.1 l-h
9.9 m-h
Q=
t=
9.090909 t
1 days
normative working
time per 100m2
normative working
time per 100m2
11 l-h
63.8 l-h
17.6 l-h
6.6 m-h
carpenters
masons
workers
lift
12.6183 m3
4 days
13.
1
1
1
1
floor
Nci/Ncw
39.49196 m3
3 days
type of laborer
or machine
Q=
t=
2.6038 type of laborer
or machine
Q=
t=
471.68 l-h
8.004 l-h
20.25729 l-h
72.039 l-h
1.54 m-h
1.848 m-h
10.94 m-h
0.157143
1
0.7
0.285714
floor
Nci/Ncw
1.696065 t
2 days
normative working
time per 100m2
number of
workers
10.38961 m3
3 days
12.1 l-h
114.4 l-h
52.8 l-h
40.7 m-h
Q=
t=
3.636364 m2
2 days
12.
steel fixers
34.62645 type of laborer
or machine
carpenters
masons
workers
lift
12.12121 m3
3 days
normative working
time per 100m2
Nci/Ncw
floor
Nci/Ncw
12.53918 m3
1 days
normative working
time per 100m2
normative working
time per 100m2
12.1 l-h
77 l-h
53.9 l-h
22 m-h
Q=
t=
ground floor
carpenters
masons
workers
lift
concreters
carpenters
workers
1
1
1
1
28.564 type of laborer
or machine
20.20202 m3
2 days
11 l-h
63.8 l-h
17.6 l-h
6.6 m-h
Q=
t=
P2
0.157143
1
0.7
0.285714
21.1554 m2
ground floor
carpenters
masons
workers
lift
P3
number of
workers
10.38961 m3
3 days
normative working
time per 100m2
20.77922 m3
4 days
floor
Nci/Ncw
ground floor
carpenters
masons
workers
lift
P2
Q=
t=
12.12121 m3
3 days
Nci/Ncw
0.166667
1
0.35
0.15
number of
workers
1
1
1
1
concrete pump
transportation
lift
Q=
t=
P3
5.5 m-h
4.4 m-h
27.918 m-h
normative working
time per 100m2
concreters
workers
concrete pump
lift
1.551 l-h
2.2 l-h
0.22 m-h
1.034 m-h
Stropodach D1
P1
type of laborer
or machine
normative working
time per 100m2
workers
concreters
transportation
lift
1.969 l-h
5.8905 l-h
0.408 m-h
0.212 m-h
P2
P3
normative working
time per 100m2
tilers
workers
transportation
lift
9.922 l-h
7.612 l-h
1.397 m-h
0.847 m-h
type of laborer
or machine
tilers
workers
transportation
lift
Q=
t=
P4
type of laborer
or machine
tinsmiths
tilers
workers
lift
transportation
Q=
t=
normative working
time per 100m2
5.034857 l-h
4.312 l-h
0.748 m-h
1.232 m-h
normative working
time per 100m2
1.1 l-h
19.14586 l-h
1.254 l-h
0.396 m-h
0.55 m-h
type of laborer
or machine
normative working
time per 100t
steel fixers
straightener
shears
bender
lift
transportation
4716.8 l-h
473 m-h
638 m-h
528 m-h
88 m-h
176 m-h
normative working
time per 100m2
concreters
carpenters
workers
concrete pump
transportation
lift
59.92 l-h
128.26 l-h
59.829 l-h
1.056 m-h
1.474 m-h
7.037 m-h
Hala
P1
type of laborer
or machine
assembler
welders
crane
tractor
trailer
welder
P2
type of laborer
or machine
assembler
crane
tractor
trailer
welder
P3
type of laborer
or machine
assembler
welders
crane
tractor
normative working
time per 100t
1
2
1
1
Nci/Ncw
number of
workers
1
0.767184
0.140798
0.085366
114.438 m2
7
1
1
1
Nci/Ncw
number of
workers
1
0.856429
0.148564
0.244694
114.438 m2
7
1
1
1
Nci/Ncw
number of
workers
0.057454
1
0.065497
0.020683
0.028727
114.438 m2
1
7
1
1
1
Nci/Ncw
number of
workers
1
0.10028
0.135261
0.11194
0.018657
0.037313
0.029 t
1
1
1
1
1
1
Nci/Ncw
number of
workers
1.001521
2.143776
1
0.01765
0.024637
0.117619
4.787 m2
2
3
1
1
1
1
Nci/Ncw
number of
workers
1
0.456617
0.043626
0.07271
0.07271
0.581677
2.087 t
3
1
1
1
1
1
1.057595 t
2 days
normative working
time per 100t
3015.1 l-h
99 m-h
132 m-h
132 m-h
154 m-h
Q=
t=
0.334267
1
0.069264
0.03599
114.438 m2
13.37144 m2
1 days
756.4333 l-h
345.4 l-h
33 m-h
55 m-h
55 m-h
440 m-h
Q=
t=
number of
workers
0.169607 t
1 days
type of laborer
or machine
16.
Nci/Ncw
41.7845 m2
3 days
Zadaszenie
Q=
t=
1
1
1
1
158.8923 m2
1 days
P1
P2
0.705
1
0.1
0.47
12.515 m2
80.62891 m2
2 days
15.
Q=
t=
number of
workers
135.8119 m2
1 days
type of laborer
or machine
Q=
t=
Nci/Ncw
363.6364 m2
1 days
14.
Q=
t=
1
1
1
4.265529 m2
3 days
type of laborer
or machine
Q=
t=
0.029326
0.02346
0.148856
Nci/Ncw
number of
workers
1
0.032835
0.04378
0.04378
0.051076
0.199 t
1
1
1
1
1
0.265331 t
1 days
normative working
time per 100t
8908.9 l-h
251.9 l-h
88 m-h
154 m-h
Nci/Ncw
1
0.028275
0.009878
0.017286
number of
workers
0.038 t
1
1
1
1
trailer
welder
154 m-h
319 m-h
Q=
t=
P4
type of laborer
or machine
assembler
crane
tractor
trailer
welder
1
1
0.089798 t
1 days
normative working
time per 100t
561.0833 l-h
50 m-h
80 m-h
80 m-h
350 m-h
Q=
t=
0.017286
0.035807
1.425813 t
3 days
Nci/Ncw
1
0.089113
0.142581
0.142581
0.623793
number of
workers
12
1
1
1
1
3.968 t
