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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.8 LAccepted-AOC UNKNOWN | 1 | Accepted-AOC Lowest Bidder | |
| 2 | 2₹21.2 L+₹6.4 L (42.8%)Rejected-AOC | 2 | Rejected-AOC Higher Bid | |
| 3 | 3₹21.4 L+₹6.6 L (44.2%)Rejected-AOC | 3 | Rejected-AOC Higher Bid | |
| 4 | 4₹25.4 L+₹10.6 L (71.1%)Rejected-AOC | 4 | Rejected-AOC Higher Bid | |
| 5 | 5₹40.8 L+₹25.9 L (174.6%)Rejected-AOC | 5 | Rejected-AOC Higher Bid |
Tender Value
₹34.0 L
EMD Value
₹67,980
Closing Date
5 Jan 2026, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer 10th Division IGNP Taranagar
Executive Engineer 10th Division IGNP Taranagar
Silt And overburden soil form the water course of Dheerwas minor ( 1DHM ,3DHM,4DHM,5DHM AND 10 DHM)
2025_IGNP_523131_1
NIT 05/2025-26/05
Open Tender
Civil Works - Canal
Percentage
Silt And overburden soil form the water course of
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer 10th Division IGNP Taranagar
₹67,980
Yes
25 Feb 2026
25 Dec 2025
5 Jan 2026
25 Dec 2025
5 Jan 2026
25 Dec 2025
5.1.15.10.1Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil Extra lead over item no 1 to 8 of excavated material. Beyond initial lead of 50 m & upto 250 m
5.7.3Removal of slit/soil/earth, sand, pebbles, Malba , debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 30cm.
5.1.1Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil
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