So 01 - the drain building will be reconstructed the existing fire will be removed the drain pipe will be clogged at the site of the drain equipment in the dam will be degraded staircase and other structures subsequently the dam will be poured according to the transverse cut and the fortification of the instrument cheek is made with a stone throw on the stone speck the reconstructed drain equipment will be made at the existing security spillway which will be completely degraded all fortifications on the air side of the dam and at the point of the outlet will be a stone equestory into the concrete at the site of the drain building the dam will be designed including the fortification of its instructions by a stone drop on the heel the deposition will be removed from the bottom of the tank before the drain object within the building the masonry forehead will be repaired in a trenched obtok so 02 - the reconstruction of the dam within the construction will be completely reconstructed by the dam separating the watercourse from the reservoir so that the trough safely converts q20 q100 without elevation the ride slope of the dam will be fortified by a stone throw on a stone heel in addition small bank channels will be rejected within the building the existing fortification of the instructions will be complemented by a stone throw in the thickness 300 mm on the land no 719 1 the cadastral area of ra ice the air slope of the dam will be stabilized the dam body will be extended here by placing the excavation so 02 - reconstruction of the dam - earth water pool within the building building so 02 will be opened on land no 864 13 cadastral of ra ice open the mined soil from the earthman will be used in the reconstructed parts of the dam the excavated pit will be used as a water pool it is designed as a nature close to irregular shape without sharp edges at the end the overburden in the banks will be re -spread the landscaping after the extracted earthman ie the establishment of the pool will be paid from the investor s own resources so 03 - a beating object the existing beverage object solved by open brick riverbed and mounted sluice will be completely degraded the reconstructed beverage building will be made about 12 m upstream a stabilization passport and a supply object will be made in rakovec for the tank withdrawal in rakovec the supply building will be designed as a concrete with mounted czechs with a closure with a tumbler and with the possibility of installing it owes to a temporary stranger of the substance or closure the riverbed at the parallel point with the hv will be fortified to the entire riverbed height of the stone equal to the existing degree in the flow so 04 - boulder slip stabilization of the flow of the flow under the existing building was solved by a step of stone masonry the degree is already in disrepair with a decayed masonry as part of the construction masonry will be degraded in the flow above the degree the existing tiles forming the fortification of the bottom of the flow above the degree will be maintained the degree and fortification masonry below the level of the stage will be maintained the existing stage will be stabilized by making a boulder slip so 05 - felling so 05 1 felling of trees in the dam so 05 2 freshing of trees preventing the building will be removed by trees threatening the stability of existing h

*The deadline for this tender has passed.

Tender Organisation:

LESY ESK REPUBLIKY S P

Tender Sector:

Infrastructure and construction Tenders

Tender Service:

Worldwide

Tender Region:

Europe

Tender Country:

Czech Republic

Tender CPV:

45247210 : Dam construction work
45247211 : Dam wall construction work
45247212 : Dam-reinforcement works

Tender Document Type:

Tender Notice

Tender Description:

So 01 - the drain building will be reconstructed the existing fire will be removed the drain pipe will be clogged at the site of the drain equipment in the dam will be degraded staircase and other structures subsequently the dam will be poured according to the transverse cut and the fortification of the instrument cheek is made with a stone throw on the stone speck the reconstructed drain equipment will be made at the existing security spillway which will be completely degraded all fortifications on the air side of the dam and at the point of the outlet will be a stone equestory into the concrete at the site of the drain building the dam will be designed including the fortification of its instructions by a stone drop on the heel the deposition will be removed from the bottom of the tank before the drain object within the building the masonry forehead will be repaired in a trenched obtok so 02 - the reconstruction of the dam within the construction will be completely reconstructed by the dam separating the watercourse from the reservoir so that the trough safely converts q20 q100 without elevation the ride slope of the dam will be fortified by a stone throw on a stone heel in addition small bank channels will be rejected within the building the existing fortification of the instructions will be complemented by a stone throw in the thickness 300 mm on the land no 719 1 the cadastral area of ra ice the air slope of the dam will be stabilized the dam body will be extended here by placing the excavation so 02 - reconstruction of the dam - earth water pool within the building building so 02 will be opened on land no 864 13 cadastral of ra ice open the mined soil from the earthman will be used in the reconstructed parts of the dam the excavated pit will be used as a water pool it is designed as a nature close to irregular shape without sharp edges at the end the overburden in the banks will be re -spread the landscaping after the extracted earthman ie the establishment of the pool will be paid from the investor s own resources so 03 - a beating object the existing beverage object solved by open brick riverbed and mounted sluice will be completely degraded the reconstructed beverage building will be made about 12 m upstream a stabilization passport and a supply object will be made in rakovec for the tank withdrawal in rakovec the supply building will be designed as a concrete with mounted czechs with a closure with a tumbler and with the possibility of installing it owes to a temporary stranger of the substance or closure the riverbed at the parallel point with the hv will be fortified to the entire riverbed height of the stone equal to the existing degree in the flow so 04 - boulder slip stabilization of the flow of the flow under the existing building was solved by a step of stone masonry the degree is already in disrepair with a decayed masonry as part of the construction masonry will be degraded in the flow above the degree the existing tiles forming the fortification of the bottom of the flow above the degree will be maintained the degree and fortification masonry below the level of the stage will be maintained the existing stage will be stabilized by making a boulder slip so 05 - felling so 05 1 felling of trees in the dam so 05 2 freshing of trees preventing the building will be removed by trees threatening the stability of existing h

Tender Bidding Type:

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Tender Notice No:

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Tender Document:

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