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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | ₹14.6 L Quoted ₹12.3 L | L1 | Accepted-AOC L1 issued |
| 2 | L2₹12.3 L+₹2,347.64 (0.19%)Rejected-Finance | ₹12.3 L+₹2,347.64 (0.19%) | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹11.7 L
EMD Value
₹23,476
Closing Date
28 Jan 2026, 3:00 pmClosed
The Executive Engineer, Div -I, Panaji
O/o The Executive Engineer, Div -I, Panaji
The work of replacement of failed cable from Misky bar feeder pillar and Bharat Lodge Feeder pillar at Cortin Panaji
2026_ED_27284_1
EE/Div.I/Tender-1(Gen)/6274 dated 16/01/2026
Open Tender
Electrical Works
Percentage
90 days
Panaji
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹23,476
24 Jul 2026
17 Jan 2026
29 Jan 2026
19 Jan 2026
28 Jan 2026
19 Jan 2026
Supply of 3.5C X 300 sqmm XLPE armoured Cable
Supply of 6 way fuse type feeder pillar with 630 amps fuse base with HRC fuse link of 630 Amps. For incoming -2 Nos and 630 Amps fuse base with HRC fuse link of 400 Amps for outgoing-4 Nos
Supply of Centering and Shuttering including strutting, propping etc and removal of formwork.
Supply of 12mm cement plaster 1:4 (1 - cement: 4 - fine sand) for foundations.
Providing in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size for foundations.
Earth work excavation in foundation trenches or drain including opening of roads, chamber, pavements and soiling, ramming, leveling of bottoms, making bottom free from stones including removing out the excavated soil/material as directed. Soft soil (0.6*0.45*250)
Filling of available excavated earth (excluding rock/stones) in trench, plinth, sides, foundations etc. in layer not exceeding 0.2mts. Depth consolidating each deposited layer by ramming and watering lead up to 25mts. (0.4*0.45*250)
Disposal of earth at a distance of 3000 Mtrs
Supply of Sand for cushoining (0.15*0.45*150)
Supply of Hume Pipe 100mm
Supply of The concrete Slab shall be machine made using semi dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic " Vibro Press" Machine with a high vibration frequency and hydraulic pressure of 40 MT, the size of the slab shall be 480mm X 250 mm X 50 mm (+- 2 mm) and the concrete grade shall be M30 adhering to IS 456:2000 and shall have a minimum crushing strength of 30M/m2 (28 days strength ) when tested
Reinstatement of pavers/road
Erection, Testing & Commissioning
Erection, testing & Commissioning of 3.5C X 300 sqmm XLPE armoured Cable
Erection, testing & Commissioning of 6 way fuse type feeder pillar with 630 amps fuse base with HRC fuse link of 630 Amps. For incoming -2 Nos and 630 Amps fuse base with HRC fuse link of 400 Amps for outgoing-4 Nos
Erection of Centering and Shuttering including strutting, propping etc and removal of formwork.
Laying of 12mm cement plaster 1:4 (1 - cement: 4 - fine sand) for foundations.
Laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size for foundations.
Earth work excavation in foundation trenches or drain including opening of roads, chamber, pavements and soiling, ramming, leveling of bottoms, making bottom free from stones including removing out the excavated soil/material as directed. Soft soil (0.6*0.45*250)
Filling of available excavated earth (excluding rock/stones) in trench, plinth, sides, foundations etc. in layer not exceeding 0.2mts. Depth consolidating each deposited layer by ramming and watering lead up to 25mts. (0.4*0.45*250)
Disposal of earth at a distance of 3000 Mtrs
Laying of Sand for cushoining (0.15*0.45*150)
Erection of Hume Pipe 100mm
Erection of The concrete Slab shall be machine made using semi dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic " Vibro Press" Machine with a high vibration frequency and hydraulic pressure of 40 MT, the size of the slab shall be 480mm X 250 mm X 50 mm (+- 2 mm) and the concrete grade shall be M30 adhering to IS 456:2000 and shall have a minimum crushing strength of 30M/m2 (28 days strength ) when tested
Reinstatement of pavers/road
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