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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-Finance | ₹27.0 L | L1 | Accepted-Finance Rates of Bidder are below estimated rates and also 1st lowest among two. |
| 2 | L2₹28.6 LRejected-Finance | ₹28.6 L | L2 | Rejected-Finance Rates of Bidder are below estimated rates and also higher among two. |
| Sl No | Description | Qty | Unit | M/S AZAM KHAN CONTRACTOR L2 | KAZIM KHAN 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. | 4,463.61 | cum | 70 ₹3.1 L | 66 ₹2.9 L |
| 2.00 | Earth work in filling for making Embankment in ordinary soil including 1.50 m lift and total lead of 1.00 km, to be in 20 cm layers including ramming and dressing the surface to the required levels, slopes as directed by the Engineer-in-charge and also including all cost of borrowed earth pvt. land, material, labour and T&P etc complete. | 9,437.31 | cum | 270 ₹25.5 L | 255 ₹24.1 L |
Tender Value
₹29.4 L
EMD Value
₹2.9 L
Closing Date
25 Apr 2026, 12:00 pmClosed
RAJEEV KUMAR EXECUTIVE ENGINER
O/O EXECUTIVE ENGINEER MADHYA GANGA CANAL CONSTRUCTION DIVISION-9 SAMBHAL
EARTH WORK FOR CONSTRUCTION OF BHIMPUR MINOR FROM KM 1.276 TO KM 3.600.
2026_UPIDC_1128878_3
01/EE/2025-26
Open Tender
Civil Works - Canal
90 days
BHIMPUR SAMBHAL
PLEASE REFER TENDER DOCUMENT
3 documents required · 3 mandatory
₹854
Yes
₹2.9 L
SAMBHAL
5 May 2026
20 Apr 2026
25 Apr 2026
20 Apr 2026
25 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 for making Embankment in ordinary soil including 1.50 m lift and total lead of 1.00 km, to be in 20 cm layers including ramming and dressing the surface to the required levels, slopes as directed by the Engineer-in-charge and also including all cost of borrowed earth pvt. land, material, labour and T&P etc complete. | 0.6 | cum | - | - |
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