Vn spa k k upper vil movice
This tender is from the country of Czech Republic in Europe region. The tender was published by LESY ESK REPUBLIKY S P on 07 Aug 2025 for Vn spa k k upper vil movice The aim of the whole plan is to reconstruct the spillway edge and repair and clean up the safety spill with its cascade boulder slip replace the replacement in the fire and its minor repair repair of footbridges and remove trees from the dam and from the flood the measures implemented will be put into a safe state so 01 - work in the flood and dam from the existing tank will be pulled out trees from the flood on the airy cheek from the exterior object to the safety spillway and the instructions of the dam in the safety spillway there are seedlings which will be removed with roots the instructions of the dam will be supplemented by the existing fortifications the existing fortifications are made of a stone throw th 30 cm fr 80-150 mm that are missing in places it is assumed to be supplemented by 20 of the fr fracture area 63-125 mm so 02 - safety spillway the existing overflow edge is damaged and does not fulfill its function instead a new overflow edge is concreted where the height of the overflow beam h 0 24 m will be concrete on one side the overflow edge will be connected to the new luggage wing and from the other to the new part of the wall in the dam where the luggage wing is also conquered the proposed pad is safely converted to q100 at 542 02 m above sea level the remaining part of the safety spillway will be cleaned and any damaged joints will be repaired there will also be a repair of dropped stones from the bottom of the spillway the existing steel footbridge over the spillway will be dismantled cleaned with sanding and then painted with an anti -corrosion two -component ecological color the footbridge will be repaired from the quarry stone so 03 - repairs on the earl of the shaft of the building are cleaned and cracks and other damage is repaired with a building sealant new debt width 660 mm heights of 200 mm and thickness 40 mm will be installed the shaft is also inserted a steel hook for removal on the outer wall of the building will be fitted with a water slack with indicated levels at the top of the shaft there will be a geodetic nail next to the hatch which will include an altitude of 542 50 m the entrance to the footbridge will be equipped with a new lockable gate so 04 - cleaning of cascading boulder slip from the existing boulder slip will be removed all the woody trees with the roots and the flooded soil from the shores after extracting the slip will be cleaned and the joints will be repaired the dropped stones will be complemented by a new quarry stone for the appropriate size for cement mortar. The last date to submit your bid for this tender was 12 Aug 2025. This tender is for the companies specializing in Construction work and similar sectors.
*The deadline for this tender has passed.
Tender Organisation:
LESY ESK REPUBLIKY S P
Tender Sector:
Tender Service:
Worldwide
Tender Region:
Tender Country:
Tender CPV:
45000000 : Construction work
Tender Document Type:
Tender Notice
Tender Description:
Vn spa k k upper vil movice The aim of the whole plan is to reconstruct the spillway edge and repair and clean up the safety spill with its cascade boulder slip replace the replacement in the fire and its minor repair repair of footbridges and remove trees from the dam and from the flood the measures implemented will be put into a safe state so 01 - work in the flood and dam from the existing tank will be pulled out trees from the flood on the airy cheek from the exterior object to the safety spillway and the instructions of the dam in the safety spillway there are seedlings which will be removed with roots the instructions of the dam will be supplemented by the existing fortifications the existing fortifications are made of a stone throw th 30 cm fr 80-150 mm that are missing in places it is assumed to be supplemented by 20 of the fr fracture area 63-125 mm so 02 - safety spillway the existing overflow edge is damaged and does not fulfill its function instead a new overflow edge is concreted where the height of the overflow beam h 0 24 m will be concrete on one side the overflow edge will be connected to the new luggage wing and from the other to the new part of the wall in the dam where the luggage wing is also conquered the proposed pad is safely converted to q100 at 542 02 m above sea level the remaining part of the safety spillway will be cleaned and any damaged joints will be repaired there will also be a repair of dropped stones from the bottom of the spillway the existing steel footbridge over the spillway will be dismantled cleaned with sanding and then painted with an anti -corrosion two -component ecological color the footbridge will be repaired from the quarry stone so 03 - repairs on the earl of the shaft of the building are cleaned and cracks and other damage is repaired with a building sealant new debt width 660 mm heights of 200 mm and thickness 40 mm will be installed the shaft is also inserted a steel hook for removal on the outer wall of the building will be fitted with a water slack with indicated levels at the top of the shaft there will be a geodetic nail next to the hatch which will include an altitude of 542 50 m the entrance to the footbridge will be equipped with a new lockable gate so 04 - cleaning of cascading boulder slip from the existing boulder slip will be removed all the woody trees with the roots and the flooded soil from the shores after extracting the slip will be cleaned and the joints will be repaired the dropped stones will be complemented by a new quarry stone for the appropriate size for cement mortar
Tender Bidding Type:
Tender Notice No:
Tender Document:
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- 15 Days to go
- More than 15 days to go
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