Price
Name of works |
Unite of measure |
Price per unite |
Foundation mattress of concrete class C8 / 10, |
1m³ |
75 $ |
Foundations, grillage up to |
1m³ |
78 $ |
Foundations, grillage over |
1m³ |
72 $ |
Girder foundation and grillage |
1m³ |
87 $ |
The floors reinforced with a fiber or mesh reinforcement |
1m³ |
60 $ |
CONSTRUCTIONS UP TO |
||
Columns section 400*400 |
1m³ |
120 $ |
Columns section 500*500 |
1m³ |
114 $ |
Columns section 600*600 |
1m³ |
108 $ |
Columns section 700*700 |
1m³ |
105 $ |
Column cross-section of more than |
1m³ |
102 $ |
Columns of circular cross-section up to Ø |
1m³ |
210 $ |
Columns of circular cross-section up to Ø |
1m³ |
240 $ |
The walls and the diaphragm stiffness |
1m³ |
150 $ |
The walls and the diaphragm stiffness |
1m³ |
132 $ |
The walls and the diaphragm stiffness |
1m³ |
120 $ |
The walls and the diaphragm stiffness |
1m³ |
108 $ |
Flat slab |
1m³ |
117 $ |
Flat slab |
1m³ |
99 $ |
Wide beam slab |
1m³ |
147 $ |
Wide beam slab |
1m³ |
138 $ |
Wide beam slab |
1m³ |
129 $ |
Dog-leg stair |
1m³ |
153 $ |
CONSTRUCTIONS UP TO |
||
Name of works |
Unite of measure |
Price per unite |
Columns section 400*400 |
1m³ |
132 $ |
Columns section 500*500 |
1m³ |
126 $ |
Columns section 600*600 |
1m³ |
120 $ |
Columns section 700*700 |
1m³ |
114 $ |
Column cross-section of more than |
1m³ |
111 $ |
Columns of circular cross-section up to Ø |
1m³ |
210 $ |
Columns of circular cross-section up to Ø |
1m³ |
240 $ |
The walls and the diaphragm stiffness |
1m³ |
165 $ |
The walls and the diaphragm stiffness |
1m³ |
147 $ |
The walls and the diaphragm stiffness |
1m³ |
138 $ |
The walls and the diaphragm stiffness |
1m³ |
120 $ |
Flat slab |
1m³ |
123 $ |
Flat slab |
1m³ |
111 $ |
Wide beam slab |
1m³ |
165 $ |
Wide beam slab |
1m³ |
150 $ |
Wide beam slab |
1m³ |
135 $ |
Wide beam slab |
1m³ |
120 $ |
Dog-leg stair |
1m³ |
165 $ |
RELATED WORKS |
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Earthwork excavation with depth up to |
1m³ |
3,3$/1,5$ |
Earthwork excavation with depth more than |
1m³ |
3,9$/1,65$ |
Earthwork excavation with depth up to |
1m³ |
3,9$/1,65$ |
Earthwork excavation with depth more than |
1m³ |
4,2$/1,65$ |
Backfill of foundations, basements with seal k = 0.98 |
1m³ |
1,5 $ |
Waterproofing of foundations in a single layer with mastic Autocrin |
1m² |
3,6 $ |
Waterproofing basement walls in a single layer of mastic Autocrin |
1m² |
3 $ |