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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC OPPOSITE KOTHI NO 4 VILLAGE NAURANG KE SYAL FEROZEPUR | FEROZEPUR | FEROZEPUR | PUNJAB | ₹19.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.1 LRejected-AOC | ₹20.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Rattan Singh Contractor L1 | Nitin Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 774.48 | cum | 30,122.75 ₹30,122.75 | 30,122.75 ₹30,122.75 |
| 2.00 | Compaction of earthwork in 20 cm layers & dressing including cost watering, rolling as per specifications | 1,510.69 | Cum | 1,69,848.36 ₹1.7 L | 1,69,848.36 ₹1.7 L |
| 3.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 1.5 m but upto 3.0 m) | 83.91 | Cum | 19,797.16 ₹19,797.16 | 19,797.16 ₹19,797.16 |
| 4.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 3.0 m but upto 4.5 m) | 180.8 | Cum | 30,008.16 ₹30,008.16 | 30,008.16 ₹30,008.16 |
| 5.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 4.5 m but upto 6.0 m) | 69.61 | Cum | 13,335.25 ₹13,335.25 | 13,335.25 ₹13,335.25 |
| 6.00 | Dressing of side slopes and preparation of sub grade for lining. | 1,338.49 | Sqm | 23,983.13 ₹23,983.13 | 23,983.13 ₹23,983.13 |
| 7.00 | 115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10 mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade. (for side slope) | 1,338.49 | Sqm | 13,38,006.2 ₹13.4 L | 13,88,497 ₹13.9 L |
| 8.00 | Laying brick on edge coping 550 mm wide and 115mm thick in cement sand mortar 1:3 | 266.09 | m | 1,02,208.25 ₹1.0 L | 1,08,220.5 ₹1.1 L |
| 9.00 | Dressing of earth work (New work) | 843.86 | Sqm | 1,143.98 ₹1,143.98 | 1,143.98 ₹1,143.98 |
| 10.00 | Extra for dressing of dowels along water carrying channel in addition to payment for dressed earth work.complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. | 266.09 | m | 1,322.7 ₹1,322.70 | 1,322.7 ₹1,322.70 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹48,129
Closing Date
29 Jan 2026, 11:00 amClosed
Executive Engineer Harike Canal Division Ferozepur
Executive Engineer Harike Canal Division Ferozepur
Estimate for Repairing and Relining the Damage lining patch from RD 55413 to 73000 of Ferozepur Feeder
2026_WR_157926_1
0031/Harike Canal Division/2025-26
Open Tender
Civil Works - Canal
Executive Engineer Harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹48,129
2 Apr 2026
15 Jan 2026
29 Jan 2026
15 Jan 2026
29 Jan 2026
15 Jan 2026
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
Compaction of earthwork in 20 cm layers & dressing including cost watering, rolling as per specifications
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 1.5 m but upto 3.0 m)
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 3.0 m but upto 4.5 m)
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (depth exceeding 4.5 m but upto 6.0 m)
Dressing of side slopes and preparation of sub grade for lining.
115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10 mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade. (for side slope)
Laying brick on edge coping 550 mm wide and 115mm thick in cement sand mortar 1:3
Dressing of earth work (New work)
Extra for dressing of dowels along water carrying channel in addition to payment for dressed earth work.complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.
Excavation of soil using hydraulic excavator and hydraulic tractor trolley including cutting and loading in trolley and transporting to the embankment location with all lifts and leads including cost of earth complete in all respect, but excluding royality. (For Filling)
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