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 submission deadline for this tender has passed.
Tender Summary
The LESY ESK REPUBLIKY S P in Czech Republic from Europe region had released this tender for 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 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 with tender notice no. P25V00001022-eveza_cz published on 07 Aug 2025. The tender expired on 27 Aug 2025. This tender is sourced from Czech e-procurment and is eligible for suppliers interested in Drainage works. Interested bidders can obtain further information including complete bid documents or ways to participate by registering on Tender Impulse and referencing via Tender Impulse ID 8937397.
Tender Details
Tender NoticeTI Ref: 8937397
Tender Notice No
P25V00001022-eveza_cz
Tender Organisation
LESY ESK REPUBLIKY S P
Tender Sector
Tender Service
Worldwide
Tender Region
Tender Project Location
Tender CPV
45232452 : Drainage works
Tender Source
Czech e-procurment
Tender Document Type
Tender Notice
Tender Deadline
27 Aug 2025 Deadline passed
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 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
Tender Document
Frequently Asked Questions About This Tender
Who has issued this tender, and what is it for?
The tender has been issued by LESY ESK REPUBLIKY S P in Czech Republic. Such a type of tender falls under Drainage works, within the Infrastructure and construction sector, and is listed on Tender Impulse under notice number P25V00001022-evezacz.
What are the key dates for this tender?
The notice was published on 07 Aug 2025 and submissions close on 27 Aug 2025. Late bids are rarely accepted in public procurement, so aim to have your documents ready several days before the closing date.
Which CPV codes apply to this tender?
It is classified under CPV codes 45232452, which correspond to Drainage works. If your company supplies these products or services, these are the codes to save in your alert profile so no matching tender passes you by.
Can I submit my bid for this tender to Tender Impulse?
No - and this matters. Tender Impulse is a tender aggregation and alert service: we collect procurement notices from official sources around the world and list them in one place. We do not receive, forward or evaluate bids. Your bid for this tender must be submitted directly to LESY ESK REPUBLIKY S P, using the method described in the original tender document, before 27 Aug 2025. Tender Impulse provides complete assistance in submitting all bids posted on its website.
How do I get the bid documents and participation details?
Request a live demo on Tender Impulse and our tender experts will walk you through this listing, share the available documents, and explain how to submit your bid to LESY ESK REPUBLIKY S P. Subscribers also receive help with registration requirements and, where needed, translation of non-English notices - but the submission itself always goes from you to the buyer.
How can I find more tenders like this in Czech Republic?
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How to prepare for this bid?
Suppliers must verify technical specifications, the delivery schedules and any other intrinsic details as provided in the complete bid documents before deciding to submit their bids. All necessary certifications and supplier registrations must be undertaken before participation.
Is this tender beneficial for me?
The procurement is applicable to companies in the Drainage works and related industries. If you belong to this industry, you can review the technical documents before assessing your relevance to your company.
What is the procurement trend for 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 public procurement trends for 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.. can be assessed by viewing historical data and buying patterns for this product. Subscribed members can view and even download reports of tenders released in the past for their market research. This shall allow them to carefully prepare a compelling bid.
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