Tender Details
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| Particulars | Details |
|---|---|
| Title |
Supply And Stacking Of Stone Chips 40.00 Mm At Km 0.700 Km 2.40 And Km 12.50 On Pg Pg Road,Supply A
|
| Description |
|
| Organisation | Department of Defence | Ministry of Defence |
| Tender Id | GEM/2024/B/4625320 |
|
Reference Number |
- |
| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link |
View Original Tender Notice
https://bidplus.gem.gov.in/all-bids |
| Start Date | February 13, 2024 18:23 |
| End Date |
Expired
23/02/2024
Expired 964 days ago |
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Award of Contract & Bid Results
Technical Evaluation Results
| S.No. | Seller Name | Offered Item | Participated On | EMD Status | MSE/MII Status | Status |
|---|---|---|---|---|---|---|
| 1 | ABDUL RASHID & SONS | - | 22-02-2024 22:15:56 | MSE | MII MSE | Qualified |
| 2 | ABDUL RASHID BHAT | - | 23-02-2024 05:10:18 | MSE | MII MSE | Qualified |
| 3 | ABDUL RASHID KABOO | - | 23-02-2024 10:18:24 | Central / State PSUs | MII MSE | Qualified |
| 4 | ABID BUILDERS & SUPPLIERS | - | 23-02-2024 01:37:23 | MSE | MII MSE | Qualified |
| 5 | AQUA ENGINEERS AND FABRICATORS | - | 22-02-2024 17:40:40 | MSE | MII MSE | Disqualified |
| 6 | B AND L PROJECT CONSTRUCTIONS PRIVATE LIMITED | - | 22-02-2024 19:45:30 | Central / State PSUs | MII MSE | Qualified |
| 7 | M/S QAZI CONSTRUCTIONS | - | 23-02-2024 10:49:39 | KVIC | MII MSE | Qualified |
| 8 | OWAISE ENTERPRISES | - | 23-02-2024 11:06:36 | Central / State PSUs | MII MSE | Qualified |
Sup and stac of materls stone bldrs and stone met 40.00 mm and stone chips 20.00 10.00 13.20 6.70 mm and rvr sand for pmt wks and stone met of 26.50 mm and sand for surf wks at pinshiha vill 07 acr cg land vill kamorta in an islands ut 98 rcc 46 tf
Sup and stac of materls stone bldrs and stone met 40.00 mm and stone chips 20.00 10.00 13.20 6.70 mm and rvr sand for pmt wks and stone met of 26.50 mm and sand for surf wks at pinshiha vill 07 acr cg land vill kamorta in an islands ut 98 rcc 46 tf
Read moreSupply and stacking of s/chips 22.40 mm, s/chips 11.20 mm, s/chips 6.700 mm and coarse sand (dry) for dbm and bc wks at km 10.50 (hmp) on tamze-gen area-pt 4685 rd for rd area temple-chu jn area flat-pt 4400 (base of black rock)-pt 3315-pt46855 rd
Supply and stacking of s/chips 22.40 mm, s/chips 11.20 mm, s/chips 6.700 mm and coarse sand (dry) for dbm and bc wks at km 10.50 (hmp) on tamze-gen area-pt 4685 rd for rd area temple-chu jn area flat-pt 4400 (base of black rock)-pt 3315-pt46855 rd
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Read moreRiver sand fine grains,ppc cement,stone chips,6.5 mm mild steel wire rod,mild steel wire binding rod for construction 0.8 mm to 1 mm,colour coated roofing sheet,10 mm ms rode for construction,self drilling screw length 55 mm,3 inch nail mild steel,2 inch nail mild steel,20 feet length hollow rectangular bar mild steel,colour coated roofing sheet rasing
River sand fine grains,ppc cement,stone chips,6.5 mm mild steel wire rod,mild steel wire binding rod for construction 0.8 mm to 1 mm,colour coated roofing sheet,10 mm ms rode for construction,self drilling screw length 55 mm,3 inch nail mild steel,2 inch nail mild steel,20 feet length hollow rectangular bar mild steel,colour coated roofing sheet rasing
Read moreErection 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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