Practical Quantity Acceptances

Below are the approximate unit measurements that hit the building unit area for stacking and carcass structures, mainly based on practical calculation.

MANUFACTURING GENUS STOWAGE REINFORCED CONCRETE CARCASS
1 Reinforced Concrete 0.250 m³/m² 0.380 m³/m²
2 Reinforced Rebar 22 kg/m² 34 kg/m²
3 Molds 1.75 m³/m² 2.60 m³/m²
4 Supporting Scaffold 1.90 m³/m² 2.80 m³/m²
5 Scaffold 1.43 m²/m² 1.43 m²/m²
6 Masonry 0.200 m³/m² 0.150 m³/m²
7 Interior Rendering 2.40 m²/m² 2.40 m²/m²
8 Exterior Rendering 1.30 m²/m² 1.30 m²/m²
9 Ceiling Plaster 0.90 m²/m² 0.90 m²/m²
10 Whitewash (Exterior) 3.00 m²/m² 3.00 m²/m²
11 Tile- Ceramic 0.30 m²/m² 0.30 m²/m²
12 Timber Structure+ Framed Structure 0.15 m²/m² 0.15 m²/m²
13 Wooden Window 0.12 m²/m² 0.12 m²/m²
14 Oil-Paint 0.42 m²/m² 0.42 m²/m²
15 Wooden Roof, Tile Cover

(Over Total Construction Area)

One floor

Double

Triple

Fourfold

Five-fold

1.25

0.63

0.42

0.33

0.25

m²/m²

m²/m²

m²/m²

m²/m²

m²/m²

1.25

0.63

0.42

0.33

0.25

m²/m²

m²/m²

m²/m²

m²/m²

m²/m²

16 Metal cover

(Over Total Construction Area)

One floor

Double

Triple

Fourfold

Five-fold

1.33

0.67

0.44

0.34

0.24

m²/m²

m²/m²

m²/m²

m²/m²

m²/m²

1.33

0.67

0.44

0.34

0.27

m²/m²

m²/m²

m²/m²

m²/m²

m²/m²

17 Mosaic Floor Covering 0.90 m²/m² 0.90 m²/m²
18 Glass 0.10 m²/m² 0.10 m²/m²

For instance:

If a building with a total area of 1,500 m² with a reinforced concrete carcass and a residence needs to be calculated in terms of quantity;

Reinforced Concrete= 0.380 x 1.500 = 570 m³
Reinforced Rebar= 0.034 x 1.500 = 51 ton
Reinforced Concrete Form= 2.60 x 1.500 = 2.600 m²
Brick Wall= 0.150 x 1.500 = 150 m³
Approximate practical assumptions, based on the extraction of quantities from the project:
Leveling Layer Area= Mosaic Floor Covering Area
Block Area= Lean Concrete Area = Mosaic Area
Tile Area= Wooden Roof Area
Tile Area= Roof Insulation Area
Ceiling Plaster= Ceiling Lime Whitewash
Whitewash Area= interior plaster area
Window Oil Painting Area= window joinery area
1 m³ concrete= 7-8 m² formwork
Reinforced Concrete Volume= 70-90 kg iron
Window Chopping area= 75-80% normal flat glass
Door leaf area = 25% frosted glass
All Iron= 40-45% thin
All Iron= 55-60% thick
https://bahcelimustakilev.com

Leave a Comment

Your email address will not be published. Required fields are marked *

*
*

Whatsapp