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| Particulars | Details |
|---|---|
| Title |
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
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| Description |
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
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| Organisation | Archaeological Survey of India (ASI) | NA |
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Reference Number |
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| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link | Login to view |
| Start Date | October 02, 2026 01:04 |
| End Date |
Open
23/10/2026
10 days left |
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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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