Tender Details
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| Particulars | Details |
|---|---|
| Title |
3 'S' Epoxy Varnish ( Ep 730) Compound 'A' (Base) & Compound 'B' (Hardner) Mixing Ratio 4: 1
|
| Description |
|
| Organisation | Department of Defence Production | Ministry of Defence |
| Tender Id | GEM/2024/B/4731862 |
|
Reference Number |
- |
| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link |
View Original Tender Notice
https://bidplus.gem.gov.in/all-bids |
| Start Date | March 05, 2024 15:15 |
| End Date |
Expired
16/03/2024
Expired 941 days ago |
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Award of Contract & Bid Results
Technical Evaluation Results
| S.No. | Seller Name | Offered Item | Participated On | MSE/MII Status | Status |
|---|---|---|---|---|---|
| 1 | Shri Swami Samarth Paints | Make : 3"S" Model : 3S Epoxy Varnish EP-730 Title : 3S Epoxy Varnish EP-730 | 12-03-2024 14:27:59 | MII | Qualified |
Financial Evaluation Results
| S.No. | Seller Name | Offered Item | Total Price | Rank |
|---|---|---|---|---|
| 1 | Shri Swami Samarth Paints(MII) | Item Categories : 3 'S' EPOXY VARNISH ( EP-730) COMPOUND -'A' (BASE) & COMPOUND - 'B' (HARDNER) MIXING RATIO -4: 1 - | 1017632.00 | L1 |
Supply of soil humus and sand and preparation of potting mixture in the ratio of 3 2 1 after sieving soil humus and sand separating pebbles and other undesirable material and mixing net quantities together in desired ratio and volume followed by fil
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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
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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
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