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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹2.5 L+₹6,714.51 (2.74%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹2.7 L+₹21,121.37 (8.63%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical As per Clause 19 (II) of the tender the reach of work for idt3 was incomplete. |
| Sl No | Description | Qty | Unit | DHARAM PAL SINGH THEKEDAR L3 | M/S DEV SINGH THEKEDAR L2 | M/s Rakesh Kumar Thekedar L1 |
|---|---|---|---|---|---|---|
| 1.00Silt Clearance and scraping work Of Ayar Dy From Km. 0.000 To Km. 7.370 | ||||||
| 1.01 | Silt clearance/trench digging Including lift up to 1.5m and lead up to 6m ,including cost of driver/assistant driver, POL, maintenance of machine,contractor profit, taxes etc but execluding leveling dressing & compaction. | 8,224.65 | m3 | 27.65 ₹2,27,411.57 Lowest | 29.4 ₹2,41,804.71 | 28 ₹2,30,290.2 |
| 1.02 | Scrapping internal section of existing channel i.e. Left & Roght Sideslope Of Minor with silt up to 5 cm. | 9,600 | m2 | 4 ₹38,400 | 1 ₹9,600 Lowest | 1.5 ₹14,400 |
Tender Value
Refer Docs
EMD Value
₹37,000
Closing Date
5 Oct 2026, 10:00 amClosed
Executive Engineer
Office Executive Engineer Irrigation Division Agra Road Etah
silt clearance And Scraping work of Ayar Dy From Km. 0.000 To Km. 7.370.
2026_UPIDC_1189006_2
02/EE/2026-27
Open Tender
Civil Works - Canal
Item Rate
30 days
Etah
Please refer Tender documents.
2 documents required · 2 mandatory
₹677
₹37,000
12 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Silt Clearance and scraping work Of Ayar Dy From Km. 0.000 To Km. 7.370 | |||||
| 1.01 | Silt clearance/trench digging Including lift up to 1.5m and lead up to 6m ,including cost of driver/assistant driver, POL, maintenance of machine,contractor profit, taxes etc but execluding leveling dressing & compaction. | 8,224.65 | m3 | 1.25 | ₹10,280.81 |
| 1.02 | Scrapping internal section of existing channel i.e. Left & Roght Sideslope Of Minor with silt up to 5 cm. | 9,600 | m2 | - | - |
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