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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | L1 | Accepted-AOC LOWEST-1 | |
| 2 | L2₹6.1 Cr+₹10.0 L (1.67%)Rejected-Finance NAGLA VATOOL POST NARUPURA ATRAULI DISTRICT ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | L2 | Rejected-Finance LOWEST-2 | |
| 3 | L3₹6.5 Cr+₹55.4 L (9.25%)Rejected-Finance NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | L3 | Rejected-Finance LOWEST-3 | |
| 4 | L4₹6.7 Cr+₹66.1 L (11.0%)Rejected-Finance 1252 20 M AVNTIKA BHAWAN STATION ROAD MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L4 | Rejected-Finance LOWEST-4 | |
| 5 | L5₹6.9 Cr+₹86.3 L (14.4%)Rejected-Finance | L5 | Rejected-Finance LOWEST-5 |
| Sl No | Description | Qty | Unit | VEERESH KUMAR L2 | BHAMAR SINGH L1 | M/S Vinay Construction L5 | M/S UNITE ENTERPRISES L3 | GLOBAL INFRATECH INDIA PVT LTD L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning thick bushes and thorny jungle without uprooting | 16,812 | Sqm | 3.3 ₹55,479.6 | 4 ₹67,248 | 2 ₹33,624 Lowest | 4.15 ₹69,769.8 | 2 ₹33,624 Lowest |
| 2.00 | Uprooting Jhunds and Moonj with disposal away from site. | 11,208 | Sqm | 26.5 ₹2,97,012 | 20 ₹2,24,160 | 5 ₹56,040 Lowest | 24 ₹2,68,992 | 20 ₹2,24,160 |
| 3.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be irregular pits and earth work in embankment to be in 20cm. Layers including ramming and dressing the surface to the required levels and slopes and also including 1.50 M Lift and 30 M. lead. the earth from cutting to be used in making embankment or to be desposited as spoil bank within 30m distance as pr directed by Engineer-in-charge. | 5,641.05 | Cum | 51.2 ₹2,88,821.76 | 50 ₹2,82,052.5 Lowest | 60 ₹3,38,463 | 62 ₹3,49,745.1 | 50 ₹2,82,052.5 Lowest |
| 4.00 | Earth work in embankment by Power transported earth with a lead beyond 200M. And upto 1.00 Km. including excavation loading, unloading, manual comapaction dressing and all lifts complete excluding Royalty will be applicable from time to time on Govt. orders. | 5,778.56 | Cum | 137.7 ₹7,95,707.71 | 120 ₹6,93,427.2 | 100 ₹5,77,856 | 115 ₹6,64,534.4 | 85 ₹4,91,177.6 Lowest |
| 5.00 | Earth work in foundation in dry ordinary soil (loam, clay or sand) including 1.50 M Lift and lad up to 30 M. and including back filling, watring and ramming of excavated earth into the space between the structure and the sides of foundation trenches or into the plinth with removel and disposal or surplus earth as directed by Engineer-in-charge. up to a distance of 30 m from the foundation trenches. | 5,036.05 | Cum | 76.5 ₹3,85,257.83 | 80 ₹4,02,884 | 60 ₹3,02,163 Lowest | 85 ₹4,28,064.25 | 80 ₹4,02,884 |
| 6.00 | Supply and laying of Local sand below C.C. Lining including Material, Labour and T&P etc Complete of work. | 2,730 | Cum | 765 ₹20,88,450 | 950 ₹25,93,500 | 1,000 ₹27,30,000 | 650 ₹17,74,500 | 500 ₹13,65,000 Lowest |
| 7.00 | Providing and Laying cement concrete M-15 in 1:2:4 (1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. | 403.88 | Cum | 5,278.5 ₹21,31,880.58 Lowest | 6,000 ₹24,23,280 | 6,500 ₹26,25,220 | 6,550 ₹26,45,414 | 6,200 ₹25,04,056 |
| 8.00 | Providing and Laying cement concrete M-20 in 1:1.5:3 ( 1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. | 4,350.01 | Cum | 5,661 ₹2,46,25,406.61 Lowest | 6,000 ₹2,61,00,060 | 7,000 ₹3,04,50,070 | 6,830 ₹2,97,10,568.3 | 7,000 ₹3,04,50,070 |
| 9.00 | Providing and Laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, heaving continuous agitated mixer, manufactured mix design of specifide grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing and reinforcement, including cost of admixeres in recomondend proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per dirction of engineer-in-charge. (Note :- Cement content considered in this item is @330Kg/cum. excess/ less cement used as per design mix is payble/recoverable separatly). | 1,794.18 | Cum | 6,502.5 ₹1,16,66,655.45 | 6,500 ₹1,16,62,170 Lowest | 7,500 ₹1,34,56,350 | 7,400 ₹1,32,76,932 | 8,000 ₹1,43,53,440 |
| 10.00 | Centering and Shuttering of R. C.C. work including rent of shuttering,materail , labour and T&P required for proper completion of work . | 15,307.29 | Sqm | 615 ₹94,13,983.35 | 300 ₹45,92,187 Lowest | 500 ₹76,53,645 | 345 ₹52,81,015.05 | 400 ₹61,22,916 |
Tender Value
₹8.1 Cr
EMD Value
₹16.2 L
Closing Date
18 Sept 2026, 5:00 pmClosed
S. E. I.W.C. Aligarh
25 Lal Diggi Aligarh
Work regarding the restoration and CC lining of the Soron Minor (from km 0.000 to km 7.140) under the Irrigation Division, Kasganj.
2026_UPIDC_1177154_7
04/SE/2026-27
Open Tender
Civil Works - Canal
Item Rate
365 days
Kasganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,900
₹16.2 L
Yes
Office of the SE IWC Aligarh
28 Sept 2026
8 Sept 2026
19 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning thick bushes and thorny jungle without uprooting | 16,812 | Sqm | - | - |
| 2 | Uprooting Jhunds and Moonj with disposal away from site. | 11,208 | Sqm | - | - |
| 3 | Earth work in cutting or in embankment in ordinary soil, excavation to be irregular pits and earth work in embankment to be in 20cm. Layers including ramming and dressing the surface to the required levels and slopes and also including 1.50 M Lift and 30 M. lead. the earth from cutting to be used in making embankment or to be desposited as spoil bank within 30m distance as pr directed by Engineer-in-charge. | 5,641.05 | Cum | - | - |
| 4 | Earth work in embankment by Power transported earth with a lead beyond 200M. And upto 1.00 Km. including excavation loading, unloading, manual comapaction dressing and all lifts complete excluding Royalty will be applicable from time to time on Govt. orders. | 5,778.56 | Cum | - | - |
| 5 | Earth work in foundation in dry ordinary soil (loam, clay or sand) including 1.50 M Lift and lad up to 30 M. and including back filling, watring and ramming of excavated earth into the space between the structure and the sides of foundation trenches or into the plinth with removel and disposal or surplus earth as directed by Engineer-in-charge. up to a distance of 30 m from the foundation trenches. | 5,036.05 | Cum | - | - |
| 6 | Supply and laying of Local sand below C.C. Lining including Material, Labour and T&P etc Complete of work. | 2,730 | Cum | - | - |
| 7 | Providing and Laying cement concrete M-15 in 1:2:4 (1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. | 403.88 | Cum | - | - |
| 8 | Providing and Laying cement concrete M-20 in 1:1.5:3 ( 1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. | 4,350.01 | Cum | - | - |
| 9 | Providing and Laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, heaving continuous agitated mixer, manufactured mix design of specifide grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing and reinforcement, including cost of admixeres in recomondend proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per dirction of engineer-in-charge. (Note :- Cement content considered in this item is @330Kg/cum. excess/ less cement used as per design mix is payble/recoverable separatly). | 1,794.18 | Cum | - | - |
| 10 | Centering and Shuttering of R. C.C. work including rent of shuttering,materail , labour and T&P required for proper completion of work . | 15,307.29 | Sqm | - | - |
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