1.3 Jadval Er massalarini taqsimlash, yer ishlari bo‘yicha mehnat vamexanizm sarfini aniqlash qaydnomasi
№
T. R.
|
Uchastka
Km+
|
Ishchi kubatura,
Ming m3
|
Ishlar hajmi,
Ming m3
|
Grunt guruhi,
Etakchi mashina, cho‘mich hajmi, tashish masofa
|
Ulchov bir-ligi,
Ming m3
|
Mehnat sarfi,
Kishi- soat
|
Mashina sarfi,
Mash- soat
|
Etakchi mashina
|
Smenalar soni
|
Ishdavomiyligi, kun
|
O‘yma
|
Zahira
|
Karer
|
Umumiy
|
KO‘tarma
|
Kavaler
|
Handaq
|
Umumiy
|
|
|
Birlik
|
Umumiy hajm
|
Birlik
|
Umumiy hajm
|
|
|
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
11
|
12
|
13
|
14
|
15
|
16
|
17
|
18
|
19
| |
1
|
0+000
3+448
|
|
|
73,036
|
73,036
|
73,036
|
|
|
73,036
|
EO
|
I
|
1000
M3
|
65.15
|
4758.29
|
46.15
|
3370.61
|
5
|
2
|
42
|
Q=1.6m3
|
1000m
| |
2
|
3+448
4+968
|
15,899
|
|
|
15,899
|
15,899
|
|
|
15,899
|
EO
|
I
|
1000
M3
|
71.84
|
1142.18
|
75.4
|
1198.78
|
4
|
2
|
19
|
Q=0.8m3
|
750m
| |
3
|
4+968
7+000
|
18,899
|
|
|
18,898
|
18,898
|
|
|
18,898
|
EO
|
I
|
1000
M3
|
71.84
|
1357.63
|
75.4
|
1424.91
|
4
|
2
|
22
|
Q=0.8m3
|
1000m
| |
4
|
7+000
10+000
|
|
120,583
|
|
120,583
|
120,583
|
|
|
120,583
|
Б
|
I
|
1000
M3
|
55.4
|
6680.3
|
31
|
3738.07
|
3
|
2
|
78
|
|
40m
| |
5
|
10+000
13+000
|
24,829
|
|
|
24,829
|
24,829
|
|
|
24,829
|
EO
|
I
|
1000
M3
|
71.84
|
1783.72
|
75.4
|
1872.11
|
4
|
2
|
29
|
Q=0.8m3
|
1500m
| |
6
|
13+000
14+590
|
22,413
|
|
|
22,413
|
22,413
|
|
|
22,413
|
EO
|
I
|
1000
M3
|
71.84
|
1610.15
|
75.4
|
1689.94
|
5
|
2
|
21
|
Q=0.8m3
|
7500m
| |
7
|
14+590
17+165
|
|
|
79,640
|
79,640
|
79,640
|
|
|
79,640
|
EO
|
I
|
1000
M3
|
65.15
|
5188.55
|
46.15
|
3675.39
|
5
|
2
|
46
|
Q=1.6m3
|
1000
|
1.3.jadval davomi
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
11
|
12
|
13
|
14
|
15
|
16
|
17
|
18
|
19
| |
8
|
17+165
21+035
|
57,807
|
|
|
57,807
|
57,807
|
|
|
57,807
|
EO
|
I
|
1000
M3
|
65.15
|
3766.13
|
46.15
|
2667.79
|
5
|
2
|
33
|
Q=1.6m3
|
2000m
| |
9
|
21+035
23+273
|
7,963
|
|
|
7,963
|
7,963
|
|
|
7,963
|
EO
|
I
|
1000
M3
|
71.84
|
572.06
|
75.4
|
600.41
|
5
|
2
|
8
|
Q=0.8m3
|
1000
| |
10
|
23+273
25+553
|
11,064
|
|
|
11,064
|
11,064
|
|
|
11,064
|
EO
|
II
|
1000
M3
|
71.84
|
794.84
|
75.4
|
834.33
|
6
|
2
|
9
|
Q=0.8m3
|
1000
| |
11
|
25+553
28+600
|
18,676
|
|
|
18,676
|
18,676
|
|
|
18,676
|
EO
|
I
|
1000
M3
|
71.84
|
1341.68
|
75.4
|
1408.17
|
6
|
2
|
15
|
Q=0.8m3
|
1000m
| |
12
|
28+600
31+707
|
18,221
|
|
|
18,221
|
18,221
|
|
|
18,221
|
EO
|
I
|
1000
M3
|
71.84
|
1308.99
|
75.4
|
1373.86
|
6
|
2
|
14
|
Q=0.8m3
|
1500m
| |
13
|
31+707
34+000
|
20,888
|
|
|
20,888
|
20,888
|
|
|
20,888
|
EO
|
I
|
1000
M3
|
71.84
|
1500.59
|
75.4
|
1574.96
|
6
|
2
|
16
|
Q=0.8m3
|
1000m
| |
14
|
34+000
36+000
|
|
33,010
|
|
33,010
|
33,010
|
|
|
33,010
|
Б
|
I
|
1000
M3
|
55.4
|
1825.75
|
31
|
1023.31
|
1
|
2
|
64
|
|
40m
| |
15
|
36+000
38+314
|
|
|
87,516
|
87,516
|
87,516
|
|
|
87,516
|
EO
|
I
|
1000
M3
|
65.15
|
5701.67
|
46.15
|
4038.86
|
5
|
2
|
50
|
Q=1.6m3
|
1000m
| |
16
|
|
∑=216.658
|
∑=226.429
|
∑=167.156
|
∑=610.443
|
∑=610.443
|
|
|
∑=610.443
|
|
|
|
|
∑=39335.54
|
|
|
|
|
|
∑=E1.6=13752.65 E1.6=171
∑=E0.8=11977.37 E0.8=153
∑=Б=4761,38 Б=142
Temir beton ish hajmi Q quvurning uzunligiga asoslanib quyidagi ifoda bo‘yicha aniqlanadi:
Qi = Qu Lq K, m3. (1.14)
Bu yerda: Qu - temir beton ishlari solishtirma hajmi [4] [2ilova, 1jadval]
Quvur turiga, O‘lchamlariga va ko‘tarmaning balandligiga
Asoslangan holda quyidagi ifoda bo‘yicha tanglab olinadi:
Lqi - quvur uzunligi, Lq1 =15,15,13. m.
K-ko‘p ko‘zli quvurlarga O‘tish koeffitsiyenti [5,7][2ilova,6jadval]
Quvurning turi, jinsli uzunligi va tirishqoqligiga asoslangan
Holda aniqlanadi.K=1,1,858,1
Qu1 = 29.4/ Lq 1+5.5=7.46
Qu1 =28.1/15+4.3=6.17
Qu1 =29.4/13+5.5=7.76
Q1 = 7.46*15*1=11.9 m3.
Q2 =6.17*15*1.858=171.96 m3.
Q3= 7.76*13*1=100.88 m3.
Har bir quvur uchun talab qilinadigan mehnat sarfini quyidagi ifoda orqali aniqlaymiz:
Pi = Ps Li K, kishi kun. (1.15)
bu yerda: Ps - solishtirma mehnat sarfini quvur uzunligiga bog’liq holda
[5,7] [2ilova, 2 jadval] dagi ifoda orqali aniqlanadi.
Psi = 30.09/15+3.63=5.64
P=27.97/15+3.205=5.07
P=30.09/13+3.63=5.94
Bu yerda: Lqi - quvur uzunligi, Lq1 =15,1513..m.
K-ko‘p ko‘zli quvurlarga O‘tish koeffitsiyenti [5,7][2ilova,6jadval] quvurning turi, jinsli uzunligi va tirishqoqligiga asoslangan holda aniqlanadi.K=1,1.37,1
Birinchi quvur uchun mehnat sarfi:
P1 = 5.64*15*1=84.6 kishi kun.
P2 =5.07*15*1.37=104.19 kishi kun.
P3 =5.94*13*1=77.22 kishi kun
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