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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC | ₹3.0 L | 1 | Accepted-AOC 1 lowest |
| 2 | 2₹3.0 LRejected-Finance | ₹3.0 L | 2 | Rejected-Finance 2 lowest |
| 3 | 3₹3.1 LRejected-Finance | ₹3.1 L | 3 | Rejected-Finance 3 lowest |
| 4 | 4₹3.3 LRejected-Finance | ₹3.3 L | 4 | Rejected-Finance 4 lowest |
| 5 | 5₹3.6 LRejected-Finance | ₹3.6 L | 5 | Rejected-Finance 5 lowest |
| Sl No | Description | Qty | Unit | RAJESH TRADERS L5 | M/S GANPATI KRIPA CONSTRUCTION AND SUPPLIAR L3 | M/s RAJA CONSTRUCTION L2 | M/S MAHESHWAR PRASAD SHUKLA L1 | V K CONSTRUCTIONS L6 | MOHD KAMRAN L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | E/W in Silt clearance of drain from km 0.000 to km 2.000 by hydraulic excavator (Pocklain/JCB) with side slope cutting at required slope including all lead & lift in all types of soil with proper disposal, compaction and dressing of bank and daula as directed by site incharge | 5,594 | M³ | 32 ₹1,79,008 | 35.99 ₹2,01,328.06 | 30.25 ₹1,69,218.5 | 33 ₹1,84,602 | 52 ₹2,90,888 | 28 ₹1,56,632 Lowest |
| 2.00 | Scraping of drain from km 2.000 to km 10.000 in internal section (bed and side slopes) of canal (7.5cm deep) with its dressing & proper disposal. | 44,200 | M² | 4 ₹1,76,800 | 2.51 ₹1,10,942 | 3.02 ₹1,33,484 | 2.6 ₹1,14,920 | 1.55 ₹68,510 Lowest | 3.99 ₹1,76,358 |
Tender Value
₹5.5 L
EMD Value
₹13,000
Closing Date
1 Jun 2026, 12:00 pmClosed
Executive Engineer
IRRIGATION COLONY GOVINDPUR PRYAGRAJ
SILT CLEARANCE/SCRAPING OF MERIRAIYA DRAIN FROM KM 0.000 TO KM 10.000
2026_UPIDC_1152759_2
01/E.E./2026-27
Open Tender
Civil Works - Canal
Item Rate
21 days
E.E. ID Ist Govindpur Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹13,000
Yes
12 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in Silt clearance of drain from km 0.000 to km 2.000 by hydraulic excavator (Pocklain/JCB) with side slope cutting at required slope including all lead & lift in all types of soil with proper disposal, compaction and dressing of bank and daula as directed by site incharge | 5,594 | M³ | - | - |
| 2 | Scraping of drain from km 2.000 to km 10.000 in internal section (bed and side slopes) of canal (7.5cm deep) with its dressing & proper disposal. | 44,200 | M² | - | - |
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