Earthwork, civil engineering and structural work.

Earthwork for the partially basement-built cafeteria on the property boundary, as well as the necessary work, among other things, for the static upgrading of the existing building.

Furthermore, the concrete, masonry and structural work for the partially built basement cafeteria as well as for the renovation on and within the existing building.

Building dimensions planned cafeteria:

- Length approx. 30.00 m, width approx. 23.00 m, height approx. 5.00 m

Building floor area of cafeteria building component B:

- 1,043.43 m 2nd

Gross volume of cafeteria building component B:

- 4,818.21 m 3rd

Floor heights of canteen building component B:

- basement: approx. 3.42 m OKFF to OK RD;

- Ground floor: approx.4.10 m OKFF to OK RD.

Building area of existing building, component A:

- 1 230.50 m 2nd

Gross volume of existing building, component A:

- 11,805.11 m 3rd

Floor heights of existing building, component A:

- EG: approx. 3.73 m OKFF to OK RD;

- Upper floor: approx.3.75 m OKFF to OK RD.

Site equipment:

- tree protection trunk protection sheathing planks upholstery 3 pieces;

- Root area protection construction machinery 20.00 m 2nd ;

- Protective fence against mech. Damage trees 65.00 m;

- Work scaffold stand scaffolding, construction & dismantling 50.00 m 3rd ;

- Office containers, set up, clear 1 pc .;

- Plastic sign 1 pc .;

- Construction power distributor / main distributor 1 pc .;

- Construction power distributor / UV per floor, 3 units;

- batter board 1 psch .;

- water drainage 1 pc.

Earthwork and civil engineering works:

- Break off and collect 1,150.00 m of concrete paving 2nd ;

- Load and dispose of composite pavement 148.50 t;

- Load and dispose of excavated soil 1 249.00 t;

- Remove, load, transport and store soil excavation 826.1 m 3rd ;

- Remove the substructure (gravel, sand), load, convey, store 2 474.00 m 3rd ;

- After excavation, excavate the excavated soil compacted 1 579.00 m 3rd ;

- Make the formation 374.00 m 2nd ;

- Floor covering foil 280.00 m 2nd ;

- Fill the work area with sand 20.00 m 3rd ;

- Fill the work area with gravel 20.00 m 3rd ;

- Frost protection layer at least DPr 0.95 70.00 m 3rd .

Beam wall:

- Static calculation 1 pc .;

- beams deliver 200.00 m;

- Deliver infill & install 200.00 m;

- remove the infill 200.00 m;

- Documentation explanatory report 1 pc.

- Concrete, bricklaying and structural work:

- In-situ concrete 511.20 m 3rd ;

- Cleanliness layer 751.00 m 2nd ;

- lean concrete 60.00 m 3rd ;

- Formwork 711.50 m 2nd ;

- External basement wall element panels 265.00 m 2nd ;

- Masonry inner wall 24 cm KS 650.00 m 2nd ;

- Masonry inner wall 11.5 cm KS 414.00 m 2nd ;

- Inner wall 36.5 cm KS 100.00 m 2nd ;

- KS fall ü. Door opening 15 pieces;

- Stb. Finished stairs 17 Stg. 1 pc .;

- Reinforcement 49.50 t.

Steel construction canteen:

- shaped steel 14 431.79 kg;

- Small iron parts 1 443.19 kg.

- Sealing work, protective layers:

- Sealing in / under the wall Bitumen roof sealing membrane 210.00 m;

- Sealing floor slabs 1,046.00 m 2nd ;

- Separation layer PE film under layers of cleanliness 736.00 m 2nd ;

- Protective layer of dimpled membrane 265.00 m 2nd .

- demolition work:

- Dismantling ceiling field, reinforced concrete 34.20 m 3rd ;

- Dismantling masonry, 10.00 m outer wall 3rd ;

- Dismantling masonry, inner wall 15.00 m 3rd ;

- Earthworks and civil engineering works :;

- directorial work 90.00 hours;

- Director's work on concrete, masonry and structural work:

- Director's work 60.00 hours.