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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹7.2 L+₹1,263.14 (0.18%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹7.3 L+₹10,238.90 (1.43%)Admitted-Finance GRAM KHATA D NAGLA HAREIK TEHSIL MAWANA DISTRICT MEERUT UTTAR PRADESH PIN 25002 | MEERUT | MEERUT | UTTAR PRADESH | 25002 | L3 | Admitted-Finance | |
| 4 | L4₹7.3 L+₹18,279.96 (2.55%)Admitted-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | L4 | Admitted-Finance | |
| 5 | L5₹7.5 L+₹28,986.30 (4.05%)Admitted-Finance 328 KEVALPURI TEHSIL SADAR MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | 251001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M S CONSTRUCTIONS L5 | raghuvanshi construction L4 | KHAN TRADERS L1 | BHAI JI CONSTRUCTION L2 | ramarshad L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting jhunds from Internal and External Portion of Canal Section including all cost of labour, T&P, disposal of uprooted Jhund etc complete in all respect. | 730 | Nos | 34.9 ₹25,477 | 34.3 ₹25,039 | 32.2 ₹23,506 Lowest | 32.25 ₹23,542.5 | 33 ₹24,090 |
| 2.00 | Earthwork in Silt Clearance from the internal Section of canal by Pocklin/Equivalent Capacity of 60 cum/hour including lift up to 1.5M and lead up to 6.0 M. The earth from clearance to be used in side embankment or to be disposed off at spoil banks or as directed by engineer-in-charge. | 7,433 | Cum | 37.8 ₹2,80,967.4 | 37.2 ₹2,76,507.6 | 36.8 ₹2,73,534.4 Lowest | 36.85 ₹2,73,906.05 | 37 ₹2,75,021 |
| 3.00 | Full dressing of Earth/Silt after digging the silt from the Internal section of Canal including all cost of labour, T&P, compaction etc. required for proper completion of work. | 7,433 | Cum | 6 ₹44,598 | 5.88 ₹43,706.04 | 53.5 ₹3,97,665.5 | 53.6 ₹3,98,408.8 | 5 ₹37,165 Lowest |
| 4.00 | Earthwork in Silt Clearance from the internal Section of canal by Pocklin/Equivalent Capacity of 60 cum/hour including lift up to 1.5M and lead up to 1.0 Km by power transport. The earth from clearance to be used in side embankment or to be disposed off at spoil banks or as directed by engineer-in-charge. | 3,594 | Cum | 103 ₹3,70,182 | 101.66 ₹3,65,366.04 | 5.52 ₹19,838.88 Lowest | 5.55 ₹19,946.7 | 102 ₹3,66,588 |
| 5.00 | Earthwork in Silt Clearance from the internal section of canal by manual labour including lift up to 1.5M and lead upto 30 M .The earth from clearance to be used in side embankment or to be disposed off spoil banks or as directed by engineer-in-charge. | 387 | Cum | 62 ₹23,994 | 61.74 ₹23,893.38 | 4.36 ₹1,687.32 Lowest | 4.37 ₹1,691.19 | 61 ₹23,607 |
Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
3 Oct 2026, 3:00 pmClosed
Ex. Eng., Meerut Division Ganga Canal, Meerut
Office of the Ex. Eng., Meerut Division Ganga Canal, Meerut
TN 08/EE/2026-27 Silt Clearance Internal Section of Left Bhola Dy. from km. 16.400 to km. 31.144 (Lot-37)
2026_UPIDC_1190485_37
TN 08/EE/2026-27
Open Tender
Civil Works - Canal
Piece-work
20 days
As per Tender Notice
As per Tender Notice
2 documents required · 2 mandatory
₹766
₹15,000
8 Oct 2026
28 Sept 2026
3 Oct 2026
28 Sept 2026
3 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting jhunds from Internal and External Portion of Canal Section including all cost of labour, T&P, disposal of uprooted Jhund etc complete in all respect. | 730 | Nos | - | - |
| 2 | Earthwork in Silt Clearance from the internal Section of canal by Pocklin/Equivalent Capacity of 60 cum/hour including lift up to 1.5M and lead up to 6.0 M. The earth from clearance to be used in side embankment or to be disposed off at spoil banks or as directed by engineer-in-charge. | 7,433 | Cum | - | - |
| 3 | Full dressing of Earth/Silt after digging the silt from the Internal section of Canal including all cost of labour, T&P, compaction etc. required for proper completion of work. | 7,433 | Cum | - | - |
| 4 | Earthwork in Silt Clearance from the internal Section of canal by Pocklin/Equivalent Capacity of 60 cum/hour including lift up to 1.5M and lead up to 1.0 Km by power transport. The earth from clearance to be used in side embankment or to be disposed off at spoil banks or as directed by engineer-in-charge. | 3,594 | Cum | - | - |
| 5 | Earthwork in Silt Clearance from the internal section of canal by manual labour including lift up to 1.5M and lead upto 30 M .The earth from clearance to be used in side embankment or to be disposed off spoil banks or as directed by engineer-in-charge. | 387 | Cum | - | - |
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