Tender Details
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| Particulars | Details |
|---|---|
| Title |
Stacking Of 400mm Dia. Ms Pipes In A Proper Way Lying At Kongamdara Playing Ground. (Fresh)
|
| Description |
Stacking Of 400mm Dia. Ms Pipes In A Proper Way Lying At Kongamdara Playing Ground. (Fresh)
|
| Organisation | Government of Jammu and Kashmir |
| Tender Id | 2023_IFC_218493_5 |
|
Reference Number |
eNIT 06 of 2023-24 |
| Tender Fee | 100 |
| EMD | 2716 |
| Tender Value | - |
| Place | Mech. Irrig. Div. Baramulla |
| Link |
View Original Tender Notice
https://jktenders.gov.in |
| Start Date | June 24, 2023 23:30 |
| End Date |
Expired
03/07/2023
Expired 1202 days ago |
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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
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
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