1.1-Masala uchun variantlar
Variant raqami
|
Kasbi
|
Bajariladigan jarayon yoki konstruksiya (element)
|
Zvenodagi ishchilar tarkibi
|
Maxsulot ishlab chiqarish uchun yoki mashina ishlashga belgilangan vaqt
|
Foydalaniladigan adabiyotlar
|
1
|
2
|
3
|
4
|
5
|
6
|
1
|
Yuklab tushiruvchi
|
G`ishtni minorali kran yordamida ish joyiga tagdonda 200 dona (bir yo`la ikki tagdonni) ish joyiga uzatib berish
|
2
|
8,0
|
[3]
|
2
|
Yuklab tushiruvchi
|
Qorishmani sig`imi 0,4 m3 bulgan yashikda ish joyiga uzatib berish
|
2
|
8,0
|
[3]
|
3
|
G`isht teruvchi
|
Qalinligi ½ g`ishtli tashqi choki tekislanadigan, o`rtacha murakkablikdagi devorni terish
|
4
|
8,0
|
[3]
|
4
|
G`isht teruvchi
|
Qalinligi 1,0 g`ishtli urtacha murakkablikdagi g`isht devorni terish
|
6
|
8,0
|
[3]
|
5
|
G`isht teruvchi
|
Qalinligi ½ gishtli pardadevorni terish
|
4
|
8,0
|
[3]
|
6
|
Duradgor betonchi
|
Eni 0,5 m bo`lgan tasmasimon poy-devorlarni quyish. Qolip yuzasi 2 m2 gacha bulgan shitali, beton kran yordamida uzatiladi
|
4
|
8,0
|
[4]
|
7
|
Duradgor-lar
|
Stakansimon ustun osti poydevorlarni qolipini o`rnatish va yechib olish. Qolip alohida shitdan, yuzasi 2 m2 gacha
|
6
|
8,0
|
[4]
|
1
|
2
|
3
|
4
|
5
|
6
|
8
|
Betonchi
|
Qalinligi 200 mm bo`lgan devorlarni quyma beton quyish (qolip va armatura oldin o`rnatilgan)
|
4
|
8,0
|
[4]
|
9
|
Betonchi
|
qalinligi 300 mm bo`lgan devorlarni quyma beton quyish (qolip va armatura oldin o`rnatilgan)
|
4
|
8,0
|
[4]
|
10
|
Duradgor
|
Ustunni quyma temirbetondan quyish uchun qolip o`rnatish va yechib olish (ustun ko`ndalang kesimi 1200 mm gacha)
|
4
|
8,0
|
[4]
|
11
|
Armaturachi
|
Sh 16-32 mm oralig`ida massasi 0,4 tonnaga teng armatura to`rini kran yordami bilan o`rnatish
|
2
|
8,0
|
[4]
|
12
|
Armaturachi
|
Sh 33-45 mm oralig`ida massasi 1,5 tonnali armatura to`rini kran yorda-mida vertikal o`rnatish
|
2
|
8,0
|
[4]
|
13
|
Armaturachi
|
Sh16-32 mm orali-g`idagi armatura to`rini kran yorda-mida qiyalikda o`rnatish
|
2
|
8,0
|
[4]
|
Variant
raqami
|
Ishchilar nomi
|
Ulchov
bir-
ligi
|
Ish
hajmi
|
Ish-
chilar
|
Ishchilar
tarkibi
|
Me’yorni
Ortig`i
bilan
bajarish
foizi
%
|
Bir
sutka-
dagi
smenalar
soni
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
1
|
Qalinligi 2,0 g`isht
suvaladigan tashqi
va ichki devorlarni
terish
|
m3
|
986
1000
|
12
12
|
G`isht teruvchi-lar 6r-1; 5r-1;
4p-4; 3p-3; 2p-4
|
10
8
|
1
1
|
2
|
Qalinligi 1,5 g`ishtli, ichki va tashqi devor. Ichki devor suvaladi,
tashki devorlar
suvalmaydi
|
m3
m3
|
614
430
|
14
|
G`isht teruvchilar
6r-1;5r-1;
4p-4;3p-3;
2p-4
|
15
|
1
|
3
|
Qalinligi 1,0 g`ishtli ichki devor va tashqi devor. Ichki devor suvaladi, tashqi devor suvalmaydi
|
m3 m3
|
614 430
|
14
|
Betonchilar
5p-1; 4p-1
3p-2;2p-2
|
15
|
1
|
4
|
Qalinligi 60 sm bo`lgan tasmasimon poydevorlarni quyma quyish, qolip o`rnatish, beton quyish qolipni yechish
|
m2
m3 m2
|
728
300 728
|
6
|
Betonchilar
5r-1; 4r-1 3r-2; 2r-2
|
20
|
1
|
5
|
Ctakansimon poy-devor quyish. Har biri hajmi 5 m3 gacha ishning umumiy hajmi:
qolip o`rnatish va yechish, armatura urnatish, beton quyish
|
m2
dona
m3
|
610
164
214
|
8
|
Betonchilar
5p-1; 4p-1
3p-3;2p-3
|
10
|
2
|
6
|
Ctakansimon poy-devor quyish. Har biri xajmi10 m3 gacha ishning umumiy hajmi:
qolip urnatish va yechish,
armatura o`rnatish:
beton quyish
|
m2
dona
m3
|
861
246
287
|
10
|
Betonchilar
5p-1; 4p-1
3p-2;2p-2
|
15
|
2
|
7
|
Quyma to`sin quyish. Ishning umumiy hajmi:
qolip o`rnatish va yechish,
Armatura o`rnatish,
beton quyish
|
m2
dona
m3
|
252,0
246
287
|
6
|
Betonchilar
5p-1;4p-1;
3p-2;2p-2;
|
10
|
1
|
8
|
G`ishtli devorlar: qalinligi 1,5 g`isht 1,0 g`isht ½ g`isht ish o`rtacha murakkablikda
|
m3
m3
m3
|
320
6410
13020
|
10
|
Gisht teruvchilar 6r-1; 5r-1; 4r-3 3r-3
; 2r-2
|
15
|
1
|
9
|
Quyma ustun quyish ishning umumiy hajmi. Qolip o`rnatish va yechish: Armatura o`rnatish: beton quyish:
|
m2
dona m3
|
420
80
466
|
8
|
Betonchilar
5r-1; 4r-3; 3r-2; 2r-2
|
10
|
1
|
10
|
Cho`michi to`gri kurakli, hajmi 1,0 m3 bo`lgan ekskavator yordamida tuproqni kovlab avtotransportga yuklash. Grunt II toifa
|
m3
|
18380
|
2
|
Mashina boshqaruvchi
6r-1; 5r-1
|
20
|
2
|
11
|
Cho`michi hajmi 0,5 m3 bo`lgan, teskari kurakli ekskavator yordamida I toifadagi gruntni kovlab, av-totransportga yuklash
|
m3
|
11200
|
1
|
Mashina boshqaruvchi 5r-1
|
15
|
2
|
12
|
Cho`michi hajmi 0,63 m3 bo`lgan va teskari kurakli ekskavator yordamida gruntni kovlab, avtotransportga yuklash, grunt II toifa
|
m3
|
916
|
2
|
Mashina boshqavuvchi
6r-1; 5r-1
|
10
|
2
|
13
|
Cho`michi tug`ri kurakli hajmi 1,25 m3 bo`lgan ekskavator yordamida gruntni kovlab, avtotrans-portga yuklash, grunt II toifa
|
m3
|
24000
|
2
|
Mashina boshqaruvchi 6r-1; 5r-1
|
20
|
2
|
1.2-Masala uchun variantlar
№
|
Konstruksiya (element) nomi
|
Konstruksiya (element) soni
|
Hajmi, m3
|
Qolip yuzasi, m2
|
Armatura sarfi, kg
|
Har bir konstruksiya (element)dagi armatura to`uri soni
|
Ishchilar soni
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
1
|
Poydevor
|
80
|
5 m
|
15,4
|
95
|
6(18)
|
6
|
2
|
Poydevor
|
86
|
5 m
|
15,4
|
95
|
6(18)
|
6
|
3
|
Ustun
|
92
|
2,3
|
21,0
|
167
|
4(42)
|
4
|
4
|
Ustun
|
96
|
2,3
|
21,0
|
167
|
4(42)
|
4
|
5
|
To`sin
|
60
|
0,8
|
4,2
|
64
|
6(11)
|
4
|
6
|
To`sin
|
64
|
0,8
|
4,2
|
64
|
6(11)
|
4
|
7
|
To`sin
|
110
|
1,8
|
7,8
|
144
|
6(24)
|
4
|
8
|
To`sin
|
120
|
1,8
|
7,8
|
144
|
6(24)
|
4
|
9
|
Yopma
|
42
|
3,45
|
25,0
|
240
|
6(40)
|
4
|
10
|
Yopma
|
48
|
3,45
|
25,0
|
240
|
6(40)
|
4
|
11
|
Poydevor
|
50
|
8,5
|
22,5
|
140
|
6(23)
|
4
|
12
|
Poydevor
|
54
|
8,5
|
22,5
|
140
|
6(23)
|
4
|
13
|
Ustun
|
56
|
1,44
|
13,5
|
115
|
4(27)
|
4
|
14
|
Ustun
|
60
|
1,44
|
13,5
|
115
|
4(27)
|
4
|
15
|
To`sin
|
28
|
1,2
|
6,3
|
92
|
6(16)
|
4
|
16
|
To`sin
|
32
|
1,2
|
6,3
|
92
|
6(16)
|
4
|
17
|
Yopma
|
24
|
2,88
|
21,0
|
130
|
6(22)
|
2
|
18
|
Yopma
|
32
|
2,88
|
21,0
|
130
|
6(22)
|
2
|
19
|
Poydevor
|
24
|
3,2
|
9,85
|
80
|
6(16)
|
4
|
20
|
Poydevor
|
48
|
3,2
|
9,85
|
80
|
6(16)
|
4
|
21
|
Ustun
|
51
|
2,7
|
26,0
|
225
|
4(57)
|
4
|
22
|
Ustun
|
54
|
2,7
|
26,0
|
225
|
4(57)
|
4
|
23
|
To`sin
|
110
|
0,9
|
5,0
|
120
|
6(20)
|
4
|
24
|
To`sin
|
116
|
0,9
|
5,0
|
120
|
6(20)
|
4
|
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