Tender Details
Beyond this tender, use our platform to source any product, service, or solution.
Get direct quotes or register as a qualified provider.
| Particulars | Details |
|---|---|
| Title |
General Rectification Of The Left Bund Of Changanacherry Kottayan Canal Near Karunattuvala Bridge Side Protection Work And Rising Of Bund Using Rubble Masonry General Civil Work
|
| Description |
Side Protection Work And Rising Of Bund
|
| Organisation | Government of Kerala |
| Tender Id | 2023_Irrig_584305_1 |
|
Reference Number |
IRR/IA/TR/4235/2023_5_1_1/1 |
| Tender Fee | 1775 |
| EMD | 20119 |
| Tender Value | - |
| Place | Irrigation SubDivision Changanacherry |
| Link |
View Original Tender Notice
https://etenders.kerala.gov.in |
| Start Date | June 26, 2023 22:30 |
| End Date |
Expired
05/07/2023
Expired 1199 days ago |
Tender Support
Get help with filing, GeM registration, documents, or relevant tender alerts.
Pid-212, construction of protection wall from rd 12.400km. on sakhigopal branch canal left bank near village jagannathpur.
Construction of protection wall from rd 12.400km. on sakhigopal branch canal left bank near village jagannathpur.
Read moreGeneral-deposit-district panchayath-2026 27-emergency rectification of damaged left sidewall of peringottukavu branch canal chainage 0_350km and 0_380km and rectification of rs sidewalls of karimkulam branch near ch 1_950km-general civil work
Emergency rectification of damaged left sidewall of peringottukavu branch canal chainage 0_350km and 0_380km and rectification of rs sidewalls of karimkulam branch near ch 1_950km
Read moreStrengthening of inspection path on left side bund of 12l minor of 19th mangapuram major of nsp lal bahadur shastri canal near vallapuram village, mudigonda mandal, khammam district. (invited under earmarked works- scs are only eligible to participate)
Strengthening of inspection path on left side bund of 12l minor of 19th mangapuram major of nsp lal bahadur shastri canal near vallapuram village, mudigonda mandal, khammam district. (invited under earmarked works- scs are only eligible to participate)
Read moreGeneral-deposit work -2026-27-rectification of damaged tractor crossing slab and side wall of ch 0/960 to ch 0/966 km of kambrathchalla branch canal and construction of side protection wall in cada field channel of ch 0/367 to ch 0/388 km that off
Clearing grass demolishing cc earth work exacavation cc 1_4_8 cc 1_3_6 cc 1_2 _4 cc 1_1 5_3 centering and shuttering plastering etc
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Read moreGeneral rectification of the side bund of iwt canal in changanacherry thaluk urgent rectification to the damaged either bunds of changanacherry allapuzha boat route canal general civil work
General rectification of the side bund of iwt canal in changanacherry thaluk urgent rectification to the damaged either bunds of changanacherry allapuzha boat route canal general civil work
Read moreUrgent protection works to sea coast using rubble mound
Urgent protection&#x0d works to sea coast using rubble&#x0d mound for a length of 150m&#x0d towards north and 20m towards&#x0d south of cp 1361 in vatanapilly&#x0d gramapanchayath&#x0d
Read moreUrgent sea coast protection-urgent protection work to the sea coast using rubble mount
Urgent sea coast&#x0d protection-urgent protection work to the&#x0d sea coast using rubble mount from cp 1357&#x0d towards south near fasal nagar road in ward&#x0d number 18 of vatanapalli grama panchayath in&#x0d chavakkad taluk
Read moreof your Industry type