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| Particulars | Details |
|---|---|
| Title |
Malerkotla
|
| Description |
Reconstruction Of Tilted Fallen Boundry Wall Back Side Of Lwall G 15 At Sw Malerkotla Naudhrani Complex
|
| Organisation | Department of Agriculture | State Govt. and UT |
| Tender Id | 2024_DOA_128209_1 |
|
Reference Number |
PSWC/Engg./2024-25/4/2 |
| Tender Fee | 1770 |
| EMD | 4120 |
| Tender Value | - |
| Place | MALERKOTLA |
| Link |
View Original Tender Notice
https://eproc.punjab.gov.in/nicgep/app?page=FrontEndTenderDetailsExternal&service=page&tnid=260189 |
| Start Date | September 26, 2024 21:30 |
| End Date |
Expired
10/10/2024
Expired 738 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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