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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-Finance | ₹23.6 L | L1 | Accepted-Finance Rates of Bidder are below estimated rates and also 1st lowest among two. |
| 2 | L2₹25.8 LRejected-Finance | ₹25.8 L | L2 | Rejected-Finance Rates of Bidder are below estimated rates and also higher among two. |
| Sl No | Description | Qty | Unit | AKHILESH KUMAR GANGWAR L2 | M/S SUDHIR CHANDRA CONSTRUCTION AND SUPPLIER L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earthwork in embankment to be in 20 cm layers with manual compaction including ramming and dressing the surface to the required levels, slopes i/c 1.50m lift and 30m lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance as directed by Engineer - in – charges. | 172.8 | cum | 150 ₹25,919.85 | 130 ₹22,463.87 |
| 2.00 | Earth work in filling or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankment to be in 20cm layers including ramming and dressing the surface to be required level, slopes and also including 1.50 m lift and 30m lead including cost of earth,all T& P,labour,cartage beyond 600m but within 1km distance,loading,unloading etc all complete for proper completion of work as directed by Engineer -in Charge | 8,990.66 | cum | 284.6 ₹25.6 L | 259.5 ₹23.3 L |
Tender Value
₹25.9 L
EMD Value
₹51,700
Closing Date
27 Apr 2026, 11:00 amClosed
RAJEEV KUMAR EXECUTIVE ENGINER
O/O EXECUTIVE ENGINEER MADHYA GANGA CANAL CONSTRUCTION DIVISION-9 SAMBHAL
EARTH WORK FOR CONSTRUCTION OF CANAL IN EXTRA LENGTH (501 METER) FROM KM 0.280 TO KM 14.100 OF KAILY DY.
2026_UPIDC_1138604_1
01/EE/2026-27
Open Tender
Civil Works - Canal
60 days
KAILY SAMBHAL
PLEASE REFER TENDER DOCUMENT
3 documents required · 3 mandatory
₹614
Yes
₹51,700
Yes
SAMBHAL
14 May 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earthwork in embankment to be in 20 cm layers with manual compaction including ramming and dressing the surface to the required levels, slopes i/c 1.50m lift and 30m lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance as directed by Engineer - in – charges. | 0.6 | cum | - | - |
| 2 | Earth work in filling or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankment to be in 20cm layers including ramming and dressing the surface to be required level, slopes and also including 1.50 m lift and 30m lead including cost of earth,all T& P,labour,cartage beyond 600m but within 1km distance,loading,unloading etc all complete for proper completion of work as directed by Engineer -in Charge | - | cum | - | - |
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