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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC FAZILKA | FAZILKA | PUNJAB | 152020 | ₹1.2 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹1.4 Cr+₹13.7 L (11.0%)Rejected-Finance STREET NO 3 W NO 16 SUBHASH NAGAR GIDDERBAHA DISTT SRI MUKTSAR SAHIB 152101 PUNJAB | SRI MUKTSAR SAHIB | PUNJAB | 152101 | ₹1.4 Cr+₹13.7 L (11.0%) | L2 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | RAJ KUMAR CONTRACTOR L2 | M/s Brother Buildcon L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil (any type) using hydraulic ck 90 hydraulic excavator of 0.9 cum bucket capacity including cutting, and leading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 mtr. | 1,883.56 | Cum | 151 ₹13,642.85 | 137 ₹12,377.95 Lowest |
| 2.00 | 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 kucca. | 33,013.39 | Cum | 1 ₹29,317.94 Lowest | 1 ₹29,317.94 Lowest |
| 3.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications. | 4,216.98 | Cum | 191 ₹30,204.74 Lowest | 191 ₹30,204.74 Lowest |
| 4.00 | Dressing of Earthwork | 34,687.37 | Sqm | 39 ₹1,56,106.08 | 37 ₹1,48,100.64 Lowest |
| 5.00 | Dressing of Dowel | 3,057.93 | Metre | 826 ₹6,99,853.28 | 790 ₹6,69,351.2 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 843.4 | Cum | 243 ₹39,951.63 | 221 ₹36,334.61 Lowest |
| 7.00 | Earthwork excavation in foundation and trenches | 141.45 | Cum | 44 ₹16,565.56 Lowest | 44 ₹16,565.56 Lowest |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 8,438.99 | Sqm | 18 ₹1,42,857.72 Lowest | 18 ₹1,42,857.72 Lowest |
| 9.00 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. | 1,467.94 | Sqm | 26 ₹2,44,516.22 | 24 ₹2,25,707.28 Lowest |
| 10.00 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer . | 740.7 | Cum | 2 ₹147.32 Lowest | 2 ₹147.32 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
20 Feb 2026, 10:00 amClosed
Executive Engineer
Executive Engineer, Bathinda Canal and GW Division, Bathinda
Project Estimate for Remodeling/Relining of Bhaktu Minor RD 0-10030 off taking at RD 156139/TR of Phul Disty by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of, laid with W
2026_WR_159322_3
56/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.8 L
bathinda
5 May 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil (any type) using hydraulic ck 90 hydraulic excavator of 0.9 cum bucket capacity including cutting, and leading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 mtr. | 1,883.56 | Cum | 1 | ₹1,883.56 |
| 2 | 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 kucca. | 33,013.39 | Cum | 1 | ₹33,013.39 |
| 3 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications. | 4,216.98 | Cum | 1 | ₹4,216.98 |
| 4 | Dressing of Earthwork | 34,687.37 | Sqm | 1 | ₹34,687.37 |
| 5 | Dressing of Dowel | 3,057.93 | Metre | 1 | ₹3,057.93 |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 843.4 | Cum | 2 | ₹1,686.8 |
| 7 | Earthwork excavation in foundation and trenches | 141.45 | Cum | 3 | ₹424.35 |
| 8 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 8,438.99 | Sqm | 4 | ₹33,755.96 |
| 9 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. | 1,467.94 | Sqm | 5 | ₹7,339.7 |
| 10 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer . | 740.7 | Cum | 6 | ₹4,444.2 |
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