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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC GIDDERBAHA PUNJAB | ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 Cr+₹1.4 L (0.78%)Rejected-AOC | ₹1.8 Cr+₹1.4 L (0.78%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.9 Cr+₹9.9 L (5.64%)Rejected-AOC 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹1.9 Cr+₹9.9 L (5.64%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VIKAS GOYAL CONTRACTOR L2 | YASH CONSTRUCTION CO. L3 | M/S Sanjeev Sehgal Contractor L1 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 3.66 | Km | - | - | - |
| 2.00 | Earthwork Excavation from canal 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 (As per CSR item no. 6.19) cutting | 12,022.12 | Cum | 27,024.15 ₹27,024.15 Lowest | 27,024.15 ₹27,024.15 Lowest | 27,024.15 ₹27,024.15 Lowest |
| 3.00 | 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 up to 3.00 Km (First 450 mtr katcha & rest pucca) including cost of earth complete in all respect, but execluding royality. | 15,971.83 | Cum | - | - | - |
| 4.00 | Earthwork for compaction in 20 cm layers and dressing, Extra for watering the earth and Extra for rolling to specifications. | 17,265.83 | Cum | 44,132.46 ₹44,132.46 | 46,212 ₹46,212 | 33,503.7 ₹33,503.7 Lowest |
| 5.00 | Dressing of Earthwork | 44,499.1 | Sqm | 3,52,796.15 ₹3,52,796.15 Lowest | 4,43,515.16 ₹4,43,515.16 | 3,93,115.71 ₹3,93,115.71 |
| 6.00 | Dressing of Dowel | 3,658.54 | mtr | 18,288 ₹18,288 Lowest | 18,288 ₹18,288 Lowest | 18,288 ₹18,288 Lowest |
| 7.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 4,828.26 | Cum | - | - | - |
| 8.00 | 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. | 231.06 | Cum | 6,190.4 ₹6,190.4 | 6,190.4 ₹6,190.4 | 4,701.2 ₹4,701.2 Lowest |
| 9.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 16,285.95 | Sqm | - | - | - |
| 10.00 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. | 18,846.15 | Sqm | 2,13,047.41 ₹2,13,047.41 | 2,60,153.37 ₹2,60,153.37 | 1,79,859.12 ₹1,79,859.12 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
21 Oct 2025, 11:00 amClosed
Executive Engineer
Canal Colony Gidderbaha
ESTIMATE FOR RECONSTRUCTION OF CONCRETE LINING OF NEW ABUL KHURANA DISTY O TO 12000 OFFTAKING FROM RD 349612/R OF SIRHIND FEEDER
2025_WR_150615_7
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹4.1 L
Yes
20 Nov 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
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