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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.7 LAccepted-AOC UNKNOWN | ₹14.7 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹16.7 LRejected-AOC | ₹16.7 L | 2 | Rejected-AOC Higher Bid |
| 3 | 3₹22.2 LRejected-AOC 1 298 GALI NO 6 SHIVAJI NAGAR NARELA DELHI 40 | CENTRAL | DELHI | 110002 | ₹22.2 L | 3 | Rejected-AOC Higher Bid |
| 4 | 4₹22.7 LRejected-AOC BIKANER BIKANER RAJASTHAN | ₹22.7 L | 4 | Rejected-AOC Higher Bid |
| 5 | 5₹23.6 LRejected-AOC LALANIYA | ₹23.6 L | 5 | Rejected-AOC Higher Bid |
Updated dates
Tender Value
₹35.7 L
EMD Value
₹71,320
Closing Date
5 Feb 2026, 11:00 amClosed
Executive Engineer 10th Division IGNP Taranagar
Executive Engineer 10th Division IGNP Taranagar
Silt and overburden soil from the water course of dhheerwas minor (6DHM,7DHM ,9DHM and 11DHM)
2025_IGNP_523127_1
NIT 05/2025-26/03
Open Tender
Civil Works - Canal
Silt and overburden soil from the water course of
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer 10th Division IGNP Taranagar
₹71,320
Yes
25 Feb 2026
25 Dec 2025
5 Feb 2026
25 Dec 2025
5 Feb 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
5.1.1Excavation 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
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.
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