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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.8 CrAccepted-AOC | ₹3.8 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹4.4 Cr+₹64.9 L (17.3%)Rejected-Finance | ₹4.4 Cr+₹64.9 L (17.3%) | L-2 | Rejected-Finance L-2 |
| 3 | Rejected-Technical NEAR S R PETROL PUMP SAORO GATE KASGANJ | KASGANJ | UTTAR PRADESH | - | - | Rejected-Technical not coconfirming to clause 19(x) |
| 4 | Rejected-Technical | - | - | Rejected-Technical not coconfirming to clause 19(x) |
| Sl No | Description | Qty | Unit | M/S J.V. CONSTRUCTION L1 | M/s Akansha Traders L2 |
|---|---|---|---|---|---|
| 1.00 | Uprooting Jhunds and Moonj with disposal away from site. etc complete. | 36,220 | Sqm. | 45 ₹16,29,900 | 19 ₹6,88,180 Lowest |
| 2.00 | Earth work in embankment by power transport earth with a lead beyond 200m and up to lead 1.00km including excavation, loading, unloding, manual compaction with proper dressing and all lift etc complete. | 1,67,391 | Cum | 45 ₹75,32,595 Lowest | 115 ₹1,92,49,965 |
| 3.00 | Scraping internal section of existing channel i.e. Bed & slope with silt up to 5cm with proper disposal including all lift and lead, T and P etc. required for completion of work. | 22,230 | Sqm. | 3 ₹66,690 | 2.5 ₹55,575 Lowest |
| 4.00 | Earth work in foundation in all type of soil including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth in to the trenches or into the space between the stucture and side of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distence of 30 meter from the foundation trenches including all T&P for complition of work. | 1,928 | Cum | 70 ₹1,34,960 | 60 ₹1,15,680 Lowest |
| 5.00 | Providing and laying C.C. M-10 1:3:6 ( cement, coarse sand & stone aggregate 10-20mm size) grade for foundations, mechanically mixed, compacted by vibration i/c curing including all cost of material T and p etc complete. | 414 | Cum | 3,400 ₹14,07,600 Lowest | 4,650 ₹19,25,100 |
| 6.00 | Brick work (M-150) in toe wall, X-sleeper & retaining wall masonary work in 1:4 cement coarse sand mortar i/c all cost of material T and P etc complete | 1,853 | Cum | 5,700 ₹1,05,62,100 | 4,505 ₹83,47,765 Lowest |
| 7.00 | Supplying & laying fine sand in side slop panal including all cost of material, Labour and T&P etc. complete. | 2,000 | Cum | 19 ₹38,000 Lowest | 1,405 ₹28,10,000 |
| 8.00 | Supplying and laying 200 micron L.D.P.E. film including all cost of material, Labour and T&P etc. complete. | 20,007 | Sqm. | 30 ₹6,00,210 | 25 ₹5,00,175 Lowest |
| 9.00 | Laying brick lining (M-150) i/c 12.50mm thick C.M.(1:3 ratio) sandwich plaster over 200micron LDEP film including cost of scaffolding labour and T&P complete. | 20,007 | Sqm. | 750 ₹1,50,05,250 | 501 ₹1,00,23,507 Lowest |
| 10.00 | 12mm thick cement plaster in 1:4 C.M. on brick masonry cement coarse sand i/c all cost of material, T&P. etc. Complete | 1,677 | Sqm. | 230 ₹3,85,710 | 130 ₹2,18,010 Lowest |
Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
6 Feb 2026, 3:00 pmClosed
S.E. Drainage Circle, Aligarh
Office of S.E. Drainage Circle, Aligarh
Strengthening of R/B, Toe wall, Retaining wall and Pitching work of Mat Branch Feeder from Km. 20.000 to Km 37.600
2026_UPIDC_1108505_1
26/SE/DCA/2025-26
Open Tender
Civil Works - Canal
Item Wise
120 days
ALIGARH
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,944
₹12.2 L
Aligarh
1 Apr 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting Jhunds and Moonj with disposal away from site. etc complete. | 36,220 | Sqm. | - | - |
| 2 | Earth work in embankment by power transport earth with a lead beyond 200m and up to lead 1.00km including excavation, loading, unloding, manual compaction with proper dressing and all lift etc complete. | 1,67,391 | Cum | - | - |
| 3 | Scraping internal section of existing channel i.e. Bed & slope with silt up to 5cm with proper disposal including all lift and lead, T and P etc. required for completion of work. | 22,230 | Sqm. | - | - |
| 4 | Earth work in foundation in all type of soil including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth in to the trenches or into the space between the stucture and side of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distence of 30 meter from the foundation trenches including all T&P for complition of work. | 1,928 | Cum | - | - |
| 5 | Providing and laying C.C. M-10 1:3:6 ( cement, coarse sand & stone aggregate 10-20mm size) grade for foundations, mechanically mixed, compacted by vibration i/c curing including all cost of material T and p etc complete. | 414 | Cum | - | - |
| 6 | Brick work (M-150) in toe wall, X-sleeper & retaining wall masonary work in 1:4 cement coarse sand mortar i/c all cost of material T and P etc complete | 1,853 | Cum | - | - |
| 7 | Supplying & laying fine sand in side slop panal including all cost of material, Labour and T&P etc. complete. | 2,000 | Cum | - | - |
| 8 | Supplying and laying 200 micron L.D.P.E. film including all cost of material, Labour and T&P etc. complete. | 20,007 | Sqm. | - | - |
| 9 | Laying brick lining (M-150) i/c 12.50mm thick C.M.(1:3 ratio) sandwich plaster over 200micron LDEP film including cost of scaffolding labour and T&P complete. | 20,007 | Sqm. | - | - |
| 10 | 12mm thick cement plaster in 1:4 C.M. on brick masonry cement coarse sand i/c all cost of material, T&P. etc. Complete | 1,677 | Sqm. | - | - |
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