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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹7.3 L (5.02%)Rejected-AOC | ₹1.5 Cr+₹7.3 L (5.02%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VIJAY KUMAR GARG CONTRACTOR L1 | M/S GARGA CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 3.96 | Km | - | - |
| 2.00 | Dismantling brick work, tile masonry or tile lining (in cement mortar) | 77.32 | cum | 7,401.24 ₹7,401.24 Lowest | 7,920 ₹7,920 |
| 3.00 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and
loading in trolley, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross
sections and transporting to embankment location within all lifts and lead. | 12,318.99 | Cum | - | - |
| 4.00 | Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and
transporting to the embankment locations with all lifts and avg. lead 3 km (Kuccha) . including cost of earth
complete in all respect, but execluding royality. | 29,361.58 | Cum | 1,37,140.56 ₹1,37,140.56 Lowest | 1,52,378.4 ₹1,52,378.4 |
| 5.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of
rolling and watering as per specifications | 25,556.32 | Cum | - | - |
| 6.00 | Dressing of Earthwork | 51,143.31 | Sqm | 12,614.94 ₹12,614.94 Lowest | 42,049.79 ₹42,049.79 |
| 7.00 | Dressing of Dowel | 2,743.9 | mtr | 48,308 ₹48,308 Lowest | 72,462 ₹72,462 |
| 8.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 5,434.17 | Cum | - | - |
| 9.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth | 1 | cum | - | - |
| 10.00 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. | 57.69 | Cum | 23,14,606.12 ₹23,14,606.12 Lowest | 25,90,977 ₹25,90,977 |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
7 Nov 2025, 11:00 amClosed
Executive Engineer
Canal Colony Gidderbaha
ESTIMATE FOR RECONSTRUCTION OF CONCRETE LINING OF NEW ABUL KHURANA DISTY 24000 TO 37000 OFFTAKING FROM RD 349612/R OF SIRHIND FEEDER
2025_WR_150615_9
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹4.6 L
Yes
2 Dec 2025
24 Sept 2025
7 Nov 2025
24 Sept 2025
7 Nov 2025
24 Sept 2025
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