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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance | ₹6.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.6 LRejected-Finance 255T SMARAT ASHOK NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹6.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.0 LRejected-Finance 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | ₹8.0 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S Harish Kumar Contractor L3 | M/S YAMUNA EARTH MOVERS L1 | M/S CHANDRAPAL SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Uprooting jhunds and moonj with disposal away from site. | 5,895 | M2 | 24.55 ₹1.4 L | 23.97 ₹1.4 L | 24.08 ₹1.4 L |
| 2.00 | Cleaning thick bushes and thorny jungle without uprooting. | 33,405 | M2 | 2.81 ₹93,707.71 | 3 ₹1.0 L | 3 ₹1.0 L |
| 3.00 | Earth work in Silt clearance in bed of drain including lift upto 1.50m and lead upto 6.0 m by machines with rough/partial dressing. the earth from clearance to be used in side embankment or to be disposed off on spoil banks or as directed by engineer in charge. (By Poclain) | 14,580 | M3 | 38.43 ₹5.6 L | 28.76 ₹4.2 L | 28.8 ₹4.2 L |
Tender Value
₹11.4 L
EMD Value
₹23,000
Closing Date
25 May 2026, 11:00 amClosed
Executive Engineer
L.M.B.D.G.C., Mathura
Internal Clearance of Karahari Drain From Km 2.200 To Km 15.800
2026_UPIDC_1148556_2
01EE Lower Mat 2026-27
Open Tender
Civil Works - Canal
10 days
L.M.B.D.G.C.
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹23,000
2 Jun 2026
20 May 2026
25 May 2026
20 May 2026
25 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting jhunds and moonj with disposal away from site. | 5,895 | M2 | - | - |
| 2 | Cleaning thick bushes and thorny jungle without uprooting. | 33,405 | M2 | - | - |
| 3 | Earth work in Silt clearance in bed of drain including lift upto 1.50m and lead upto 6.0 m by machines with rough/partial dressing. the earth from clearance to be used in side embankment or to be disposed off on spoil banks or as directed by engineer in charge. (By Poclain) | 14,580 | M3 | - | - |
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