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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹2.7 L+₹22,620.36 (9.07%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.1 L+₹62,333.42 (25.0%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹3.3 L+₹81,934.42 (32.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹3.6 L+₹1.1 L (43.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY PRATAP TRIPATHI THIKEDAR L1 | M/S PARMATMA SINGH CONTRACTOR L2 | AWADH CONSTRUCTION AND INTERIERS L4 | dhananjay tiwari L5 | abhijit enter prises L3 | DHANWANTI DEVI L6 | Awadhesh Kumar L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Silt clearance from km 0.000 to km 3.420 of Badrauna mr, km 0.000 to km 4.425 of Barhaj mr , km 0.000 to km 3.600 and scpraping 3.600 to 5.800 of Rasoolpur mr | ||||||||||
| 1.01 | Silt clearance in channel with dressing and its proper disposal section carrying discharge below 1 cumec with service Road | 5,003 | Cum | 45.22 ₹2,26,235.66 Lowest | 49.98 ₹2,50,049.94 | 60 ₹3,00,180 | 65 ₹3,25,195 | 57 ₹2,85,171 | 67.8 ₹3,39,203.4 | 68 ₹3,40,204 |
| 1.02 | scraping internal section of canal with proper disposal and well dressing including cost of all required T&P etc. | 9,184 | sqm | 2.53 ₹23,235.52 | 2.4 ₹22,041.6 Lowest | 3.4 ₹31,225.6 | 3.5 ₹32,144 | 2.9 ₹26,633.6 | 3.75 ₹34,440 | 3.8 ₹34,899.2 |
Tender Value
₹3.8 L
EMD Value
₹8,000
Closing Date
9 Oct 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER KASIA KUSHINAGAR
SILT SAFAI/SCRAPING BADRAUNA MR KM 0.000 TO KM 3.420, BARHAJ MR KM 0.000 TO KM 4.425, AND RASOOLPUR MR 0.000 TO KM 5.800 LOT 25
2026_UPIDC_1191341_39
01/EE/IDK/2026-27
Open Tender
Civil Works
Item Rate
30 days
EXECUTIVE ENGINEER KASIA KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹677
₹8,000
Yes
17 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Silt clearance from km 0.000 to km 3.420 of Badrauna mr, km 0.000 to km 4.425 of Barhaj mr , km 0.000 to km 3.600 and scpraping 3.600 to 5.800 of Rasoolpur mr | |||||
| 1.01 | Silt clearance in channel with dressing and its proper disposal section carrying discharge below 1 cumec with service Road | 5,003 | Cum | - | - |
| 1.02 | scraping internal section of canal with proper disposal and well dressing including cost of all required T&P etc. | 9,184 | sqm | - | - |
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