Tender Details
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| Particulars | Details |
|---|---|
| Title |
End Suction Pump 200 Cu. Mtr/Hr, 20 Mwc,End Suction Pump118 Cu. Mtr/Hr & 140 Mwc,End Suction Pump 2
|
| Description |
|
| Organisation | Rashtriya Ispat Nigam Limited | Ministry of Steel |
| Tender Id | GEM/2024/R/361301 |
|
Reference Number |
- |
| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link |
View Original Tender Notice
https://bidplus.gem.gov.in/all-bids |
| Start Date | July 23, 2024 17:30 |
| End Date |
Expired
25/07/2024
Expired 814 days ago |
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Award of Contract & Bid Results
DEVNAM PIYADASSI BRIXWELL PRIVATE LIMITEDVinayak EnterprisesDD ENTERPRISESOFFICE...
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| File Tag Green | Unbranded | File Tag Green-v18 | 372 | ₹ 49848.000 |
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Terminal end tblr heavy duty cu 185mm2,terminal end cu 16mm2 type pin,terminal end tubular cu 10mm2,terminal end tubular cu 95mm2,terminal end tubular cu 150mm2 cus-242,terminal end tubular cu 35mm2,terminal end rect tongue fork cu 2 5mm2,terminal end rect tongue fork cu 4-6mm2,terminal end tubular cu 150mm2 cus-288,terminal end type pin 6mm2,terminal ring 16mm2 ref 7128,terminal flat 2 5mm2 ref cp 2,terminal end tubular cu 10mm2 cod cus-08
Terminal end tblr heavy duty cu 185mm2,terminal end cu 16mm2 type pin,terminal end tubular cu 10mm2,terminal end tubular cu 95mm2,terminal end tubular cu 150mm2 cus-242,terminal end tubular cu 35mm2,terminal end rect tongue fork cu 2 5mm2,terminal end rect tongue fork cu 4-6mm2,terminal end tubular cu 150mm2 cus-288,terminal end type pin 6mm2,terminal ring 16mm2 ref 7128,terminal flat 2 5mm2 ref cp 2,terminal end tubular cu 10mm2 cod cus-08
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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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