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Passage Embankment Repair Tenders

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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :40084275 Due date: 10 Jun, 202510 Jun, 2025 NA
Tender For "earth work in formation including filling, cutting and compaction, supplying and laying blanketing material on embankment, construction of rub, retaining wall, extension of minor bridges and any other ancillary works between ganga bridge to block hut b including vyasnagar yard [name of project: varanasi- pt. deen dayal upadhyaya multitracking (15 km) including construction of a new rail-cum road bridge across ganga river] of lucknow division on northern railway"

State Government

CTN :40084934 Due date: 03 May, 202503 May, 2025 2.92 Lacs
Tender For protective work by eucalyptus bullah pilling at left side embankment of uchalan-kaity road from chainage 8.200 km - 8.250 km under sadarghat highway sub division no-i of burdwan south highway division, p.w.(roads) dte in the district of purba bwn

Central Government/Public Sector

CTN :40084124 Due date: 15 May, 202515 May, 2025 NA
Tender For embankment protection work at different location under spj division for the year 2025-2026 during monsoon.

Private Sector

CTN :40105340 Due date: 30 Apr, 202530 Apr, 2025 82.64 Lacs
Tender For aed-02 protection to the scoured bank river hansua right on keredagada altanga saline embankment from rd 7810m to7838m

Private Sector

CTN :40105356 Due date: 30 Apr, 202530 Apr, 2025 80.32 Lacs
Tender For aed-01 protection to the scoured bank river hansua right on keredagada altanga saline embankment from rd 00m to 28m near village jagannathapur

Central Government/Public Sector

CTN :40086330 Due date: 30 Apr, 202530 Apr, 2025 NA
Tender For repair work of road at gupta-lakhminiya embankment within ntpc stage-1 and stage-2 areas

State Government

CTN :40084328 Due date: 05 May, 202505 May, 2025 4.99 Crore
Tender For earthwork excavation, formation of embankment, flood protection work with providing canal lining to canal damaged portion due to rain flooding and control the seepage to adjacent affected lands from ch 0.00 km to ch 20.00 km of dy-2 offtaking ch166.267km coming under upper tunga project main canal for the year 2022 23

State Government

CTN :40084330 Due date: 05 May, 202505 May, 2025 4.22 Crore
Tender For earthwork excavation , formation of embankment ,providing lining to canal damaged portion due to rain flooding and control of seepage to adjacent affected land,improvements to special repair and i.p side of canal ,repairs and improvements to the damaged canal special repaiructures of distributary-3 canal from ch 6.800km to ch 7.300km, ch7.500km to ch 8.00km and ch 21.800km to ch 22.00km coming under utp main canal.

Central Government/Public Sector

CTN :40103946 Due date: 03 May, 202503 May, 2025 2.88 Lacs
Tender For providing and fixing sluice gate at newly constructed nallah at new embankment at socp under ssa.

CTN :40085821 Due date: 29 Apr, 202529 Apr, 2025 7.14 Crore
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wh
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