|
+ (45 x 0,2) = 18,45≈19 (19-band) m ga teng bo„ladi.
Brigadada g‘isht teruvchilar sonini va bo‘linma uzunligini hisoblash
Devorni g„ishtdan tiklashda yarus bo„yicha, ya‟ni devor balandligini 3 ta yarusga (1 m dan) bo„lish bilan bajariladi; orayopma plitalar konstruksiyani montaji bosqich bo„yicha bajariladi. Bunda ish jarayonlarini o„zaro bog„lanishi va uzluksizligi binoni bir xil sermehnatlilik bo„yicha qamrovlarga bo„linishi va uzluksiz oqim ritmiga amal qilish bilan bajariladi. Montaj ishlarining sermehnatligi
- orayopma plitlarni, zinalarni montaj qilish, zilzilabardosh kamarni o„rnatilishi 2,0
+ 1,23 + 0,7 + 0,4 + 0,23 +0,54 +0,38 + 0,109 + 0,53 = 6,119 kishi-kun (8-
jadvaldan 8band+10band+11band+13band + 14band+15band+16band+17band+18band) ni tashkil etadi. Montajchi - betonchilarni zvenosida - 4 ishchi. Qamrovda montaj ishlarining davomiyligi 6,119 : 4 kishi = 1,5 smenaga teng.
t
/ r
|
YAMvaN (ENiR)
|
Ishlarning
|
nomlari
|
O„lchov birligi
|
Ish hajmi
|
Vaqt me‟yori, kishi/soat
|
Sermeh- natlik, kishi/kun
|
Narh me‟yo
-ri
|
To„liq hajm uchun maosh,
so„m-tiyin
|
Zveno tarkibi
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
1
|
E4 2j, 2b
band
|
2 g„isht qalinlikdagi tashqi devor-ni, zilzila bo„ladigan sharoit uchun choklarini to„ldirib chiqish bilan
o„rtacha murakkablikda g„isht terish
|
m3
|
57,834
|
4,1
|
57,834 x4,1:8=29
,63
|
3,05
|
57,834x
3,05=
176,39
|
G„isht teruvchilar: 4md – 1ta,
3md – 1 ta
|
2
|
E4 5b band
|
SHu kabi, ichki devorlarni suvoqqa tayyorlash bilan
|
m3
|
-
|
3,7
|
|
2,76
|
|
G„isht teruvchilar: 4md – 1ta,
3md – 1 ta
|
3
|
E4 3b band
|
SHu kabi, 1,5 g„isht qalinlikdagi devorni terish
|
m3
|
34,10
|
4,4
|
34,10x4,4:
8=18,75
|
3,28
|
34,10x
3,28=
111,84
|
G„isht teruvchilar: 4md – 1ta, 3md – 1 ta
|
4
|
E4 1a band
|
SHu kabi, 1 g„isht qalinlikdagi devorni oddiy terish
|
m3
|
17,65
|
4,7
|
17,65x4,7:
8=10,36
|
3,29
|
17,65x
3,29=
58,06
|
G„isht teruvchilar: 3md – 2 ta
|
5
|
E3 – 12 2b.x1,2x1,1
|
½ qalinlikdagi parda devor-larni eshik bo„shlig„i va tepador-larni o„rnatish bilan terish
|
m2
|
10,85
|
0,87
|
10,85x0,87/
=1,17
|
0-62,3
|
10,85x0,
623=6,76
|
G„isht teruvchilar:
4md – 1ta, 2md – 1 ta
|
|
|
|
|
|
|
|
|
|
|
Ja’mi
|
29,63+18,75+10,36+1,17=60 kishi-kun
|
353,05so‘m-tiyin
|
|
Mehnat xarajatlari kalkulyasiyasi va ishchilar maoshi (1 qamrovga) 8-jadval
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
7
|
E3-20
|
Kran yordamida blokli havoza(so„ri)larni o„rnatish
|
10m3
g„isht terish
|
12,0434
|
1,44
|
12,0434x1,4
4:8=
=2,16
|
0-99,4
|
11,97
|
Duradgor 4md-1, 2md-2
|
8
|
E4-1-7
3a band
|
Yuzasi 10 m2 gacha bo„lgan yopma plitalarni montaj qilish
|
1 ta
ele- ment
|
26
|
0,72
|
26x0,72:8=
=2,34
|
0-60,9
|
15,83
|
Montajchilar 4md-1,
3md-1, 2md-1
|
9
|
E2-1-3
1j band
|
Yopma plitalarni choklarini elektr payvand qilish
|
10m chok
|
26x0,5=
1,3
|
5
|
1,3x5:8=
=0,81
|
4-55
|
5,91
|
Elektr payvandchi
5md-1
|
10
|
E4-1-28
3b band
|
Yopma plitalarning choklarini
qo„lda berkitish
|
100m
chok
|
26x7/10
0=1,82
|
6,4
|
1,82x6,4:8=
=1,46
|
4-77
|
8,68
|
Montajchilar 4md-1, 3md-1
|
11
|
E4-1-10
8a band
|
Og„irligi 2,5 tn gacha bo„lgan
zina maydonchalari va marshlarini montaj qilish
|
1 ta
ele- ment
|
4
|
1,4
|
4x1,4:8=
=0,7
|
1-02
|
4,08
|
Montajchilar 4md-2, 3md-1, 2md-1
|
12
|
E22-1-3
1j band
|
Zina elementlarini choklarini elektr payvandlash
|
10m chok
|
4x0,7=
=0,28
|
6
|
0,28x6:8=
=0,21
|
4-55
|
1,27
|
Elektr payvandchi
5md-1
|
13
|
E4-1-34
j.4, 1a band
|
Taxta va shchitlardan zilzilabardosh kamar uchun qoliplar o„rnatish
|
1m2
|
10,52____0,38__10,52x0,38:_8=0,50'>10,52
|
0,38
|
10,52x0,38:
8=0,50
|
0-27,2
|
2,86
|
Duradgor 4md-1,
2md-1
|
14
|
E4-1-34
4j № v b.
|
Qoliplarni ko„chirib olish
|
1m2
|
10,52
|
0,22
|
10,52x0,22:
8=0,29
|
0-14,7
|
1,54
|
Duradgor 4md-1, 2md-1
|
15
|
E4-1-44
j.2 b bandi
|
Og„irligi 50 kg gacha bo„lgan armatura karkaslarni chok va tutashmalarini bog„lash bilan o„rnatish
|
1
dona to„r
|
14
|
0,24
|
14x0,24:8=
=0,42
|
0-15,8
|
2,21
|
Armatura- chilar
3md-1, 2md-2
|
16
|
E4-1-44
j.2 a bandi
|
SHu kabi, og„irligi 20 kg gacha
|
1dona to„r
|
14
|
0,17
|
14x0,17:8=
=0,29
|
0-11,2
|
1,56
|
Ar-rachilar 3md-1, 2md-2
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
17
|
E4-1-46
3b band
|
Armaturalarni zilzilabardosh kamarga
08 mm gacha ayrim sterjenlarda o„rnatish
|
1
tn
|
0,4597
|
22,5
|
0,4597x22,5/8
=1,30
|
17-44
|
0,4597x17,
44=8,01
|
Armatu- rachilar
3md-1, 2md-2
|
18
|
E4-1-49
2j 8 band
|
Zilzilabardosh kamarga beton
qorishmasini joylash
|
m3
|
4,577
|
1,1
|
0,629
|
0-78,7
|
3,60
|
Betonchilar
4md-1, 2md-1
|
19
|
E22-1-3
1k band
|
Zilzilabardosh kamarda armatura
choklarini payvandlash
|
10 m
chok
|
1,1
|
5
|
0,68
|
4-55
|
5,0
|
El. payvand-
chi 5md-1
|
20
|
E6-1-14
5 band
|
Keng kesakili deraza bloklarini kran yordamida o„rnatish
|
100m
perim
|
0,66
|
11,5
|
0,94
|
6-43
|
4,24
|
Duradgorlar 4md-1, 2md-1
|
21
|
E6-1-14
5 band
|
SHu kabi, ensiz(tor) eshik kesakisi bilan
|
100 m
perim
|
0,1088
|
9,66
|
0,13
|
5-37
|
0,58
|
Duradgor 4md-1, 2md-1
|
22
|
E3-22
3 band
|
Hajmi 60 l gacha bo„lgan qorishma aralashtirgichda qorishma tayyorlash
|
m3
|
14,17+0,2
51=14,42
+12,322=
26,74
|
0,6
|
2,00
|
0-42
|
11,23
|
Mashinist 3md-1
|
23
|
E3-22
1g band
|
Qorishma aralashtirgichni sement- ohak qorishmasini tashkil etuvchi
tarkibni qo„lda yuklash
|
m3
|
14,42
|
1,1
|
1,98
|
0-70,4
|
10,15
|
YOrdamchi ishchi 2md-1
|
24
|
E3-22
1b bandi
|
SHu kabi, ohakli qorishma tayyorlash
|
m3
|
|
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