Tender Details
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| Particulars | Details |
|---|---|
| Title |
Excavating In Trenches Not Exc. 1.50 Mtr Wide And Not Exc. 1.50 Mtr In Depth, Getting Out In Soft L
|
| Description |
|
| Organisation | Department of Military Affairs | Ministry of Defence |
| Tender Id | GEM/2024/B/5450134 |
|
Reference Number |
- |
| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link |
View Original Tender Notice
https://bidplus.gem.gov.in/all-bids |
| Start Date | October 02, 2024 02:36 |
| End Date |
Expired
23/10/2024
Expired 720 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 | BAINS ENTERPRISES | - | 23-10-2024 15:36:57 | MII MSE | Qualified |
| 2 | BANSAL CONSTRUCTION | - | 23-10-2024 15:58:59 | MII MSE | Qualified |
| 3 | NORTHERN CABLE FAULT LOCATORS | - | 23-10-2024 13:34:38 | MII MSE | Qualified |
Financial Evaluation Results
| S.No. | Seller Name | Offered Item | Total Price | Rank |
|---|---|---|---|---|
| 1 | BANSAL CONSTRUCTION( MSE Social Category:General ) | Item Categories : Excavating in Trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, getting out in Soft L | 3852109.00 | L1 |
| 2 | NORTHERN CABLE FAULT LOCATORS( MSE Social Category:General ) | Item Categories : Excavating in Trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, getting out in Soft L | 3982803.00 | L2 |
| 3 | BAINS ENTERPRISES( MSE Social Category:General ) | Item Categories : Excavating in Trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth, getting out in Soft L | 4061960.00 | L3 |
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
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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