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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.6 LAccepted-AOC AT KANTAPAHADA P S PO BANKI GHOLAPUR DIST CUTTACK | CUTTACK | ODISHA | 752120 | ₹58.6 L | L1 | Accepted-AOC WON IN LOTTERY |
| 2 | L1₹58.6 LRejected-AOC | ₹58.6 L | L1 | Rejected-AOC UNSUCCESSFUL IN LOTTERY |
| 3 | L1₹58.6 LRejected-AOC | ₹58.6 L | L1 | Rejected-AOC UNSUCCESSFUL IN LOTTERY |
| 4 | L1₹58.6 LRejected-AOC AT JHARIGUMTA PO TENTULIKHUNTI PS TENTULIKHUNTI DIST NABARANGPUR | ₹58.6 L | L1 | Rejected-AOC UNSUCCESSFUL IN LOTTERY |
| 5 | L1₹58.6 LRejected-AOC | ₹58.6 L | L1 | Rejected-AOC UNSUCCESSFUL IN LOTTERY |
Tender Value
₹58.6 L
EMD Value
₹58,700
Closing Date
2 Mar 2026, 5:00 pmClosed
Superintending Engineer NID Nabarangpur
Office of SE NID Nabarangpur
Construction of Spur and Launching Apron
2026_NIDN_125998_1
SE-NID-09/2025-26(01)
Open Tender
Civil Works - Others
60 days
NABARANGPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹58,700
Yes
29 May 2026
16 Feb 2026
5 Mar 2026
16 Feb 2026
2 Mar 2026
16 Feb 2026
16 Feb 2026 - 25 Feb 2026
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, with all labour, T&P, taxes & cess etc complete as per direction of Engineer-in-charge.
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc intrespred with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section depositing the excaveted materials away from work site as per the specification and as directed by the Engineer-in-Charge within an initial lead of 1 km from the place of excavation complete.
Earthwork of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within intial lead of 5 Km on properly prepared and unloading he soil within initial lead of 5 Km on properly prepared and road. etc including rough dressing & leveling, breaking the clods to maximum 5 cm to 7 cm and lying the exacavated materials in the earmarked place in layer not exceeding 0.30 M in depth and as per specification approved by the department along with proper camber excluding GST & including labour chargs,tool and plants,cess, rehanding of the exacavated materials if required etc. all cost incidentical to the work all complete as per specification and direction of the Engineer-in-Charge.
Providing stone riprap to the slopes of earthen dam and dyke with quarried and blasted hard stone boulders of size 0.3m and above including dumping on slopes filling interstics with small stone and wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads and lifts ,delifts including cost , conveyance , royality and taxes of all materials etc complete as per the direction of Engineer -in- charge .
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