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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.4 LAccepted-AOC | ₹16.4 L | 1 | Accepted-AOC awarded |
| 2 | 2₹17.3 L+₹95,394 (5.82%)Rejected-Finance | ₹17.3 L+₹95,394 (5.82%) | 2 | Rejected-Finance high bidder |
| 3 | 3₹17.5 L+₹1.1 L (6.86%)Rejected-Finance | ₹17.5 L+₹1.1 L (6.86%) | 3 | Rejected-Finance high bidder |
| 4 | 4₹18.1 L+₹1.7 L (10.5%)Rejected-Finance | ₹18.1 L+₹1.7 L (10.5%) | 4 | Rejected-Finance high bidder |
| 5 | 5₹18.2 L+₹1.8 L (11.0%)Rejected-Finance | ₹18.2 L+₹1.8 L (11.0%) | 5 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | The Sikhanwala Co OP LandC Society Ltd L5 | D.S. CONSTRUCTION L4 | KARTAR SINGH CONTRACTOR L2 | Veeramjit Singh Butter Govt Contractor L1 | M/S BATTH J.C.B L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of soil using hydrulic excavator and hydrualic tractor trolly I/C cutting and loading in trolly and transporting to the embankment location with all lifts and leads (Lead 3 km katcha) | 242.46 | Cum | 168.68 ₹40,898.15 | 169.9 ₹41,193.95 | 145.99 ₹35,396.74 | 135 ₹32,732.1 Lowest | 146.27 ₹35,464.62 |
| 2.00 | Extra allowance for compection i/c watering ,laying earth & rolling as per specifications in20cm layers and dressing. | 242.46 | Cum | 131.31 ₹31,837.42 | 120.2 ₹29,143.69 | 107.99 ₹26,183.26 | 105 ₹25,458.3 Lowest | 108.93 ₹26,411.17 |
| 3.00 | Dressing side slopes and preparation of sub grade for lining | 723.16 | Sq.Mtr | 26.26 ₹18,990.18 | 23.99 ₹17,348.61 | 19.99 ₹14,455.97 Lowest | 20 ₹14,463.2 | 20.33 ₹14,701.84 |
| 4.00 | Single layer brick lining for irrigation channels (Distributaries and minors) cup and trapezoidal section for all depths consisting of first layer 12.5mm thick cement plaster 1.5 on sub grade and second layer of 10mm thick cement plaster 1.3 properly rendered and finished and 75mm thick bricks laid in1.3 cement mortar over second layer.(For side lining) | 723.16 | Sq.Mtr | 933.33 ₹6,74,946.92 | 900.5 ₹6,51,205.58 | 899.99 ₹6,50,836.77 | 820 ₹5,92,991.2 Lowest | 902.45 ₹6,52,615.74 |
| 5.00 | laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1.3 | 425.5 | Mtr | 225.25 ₹95,843.88 | 211 ₹89,780.5 | 205.99 ₹87,648.75 | 190 ₹80,845 Lowest | 206.91 ₹88,040.21 |
| 6.00 | raking cleaning and filling of hallow joints in cement sand mortar 1.3 on side slopes of tile lined channel | 5,518.89 | Sq.Mtr | 172.72 ₹9,53,222.68 | 175 ₹9,65,805.75 | 165.99 ₹9,16,080.55 | 160 ₹8,83,022.4 Lowest | 166.3 ₹9,17,791.41 |
| 7.00 | Dismantling brick work tile, masonary or tile lining in cement | 21.16 | Cum | 195.95 ₹4,146.3 | 786.01 ₹16,631.97 | 189.99 ₹4,020.19 Lowest | 720 ₹15,235.2 | 790.41 ₹16,725.08 |
| 8.00 | Any other Item | 1 | Nos | 1 ₹1 Lowest | 1 ₹1 Lowest | 1 ₹1 Lowest | 1 ₹1 Lowest | 1 ₹1 Lowest |
Tender Value
₹15.9 L
EMD Value
₹31,851
Closing Date
12 May 2026, 2:00 pmClosed
Executive Engineer
Faridkot Canal and Ground water Division Faridkot
Estimate for repairing and strengthening of Chahal Minor from RD 0 to 26240.
2026_WR_167512_1
Estimate for repairing and strengthening of Chahal Minor from RD 0 to 26240.
Open Tender
Civil Works - Canal
Item Rate
15 days
Faridkot Canal and Ground water Division Faridkot
Pre Qualification Details
3 documents required · 3 mandatory
₹500
Yes
₹31,851
Yes
Faridkot
2 Jun 2026
2 May 2026
12 May 2026
2 May 2026
12 May 2026
2 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of soil using hydrulic excavator and hydrualic tractor trolly I/C cutting and loading in trolly and transporting to the embankment location with all lifts and leads (Lead 3 km katcha) | 242.46 | Cum | 1 | ₹242.46 |
| 2 | Extra allowance for compection i/c watering ,laying earth & rolling as per specifications in20cm layers and dressing. | 242.46 | Cum | 1 | ₹242.46 |
| 3 | Dressing side slopes and preparation of sub grade for lining | 723.16 | Sq.Mtr | 1 | ₹723.16 |
| 4 | Single layer brick lining for irrigation channels (Distributaries and minors) cup and trapezoidal section for all depths consisting of first layer 12.5mm thick cement plaster 1.5 on sub grade and second layer of 10mm thick cement plaster 1.3 properly rendered and finished and 75mm thick bricks laid in1.3 cement mortar over second layer.(For side lining) | 723.16 | Sq.Mtr | 1 | ₹723.16 |
| 5 | laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1.3 | 425.5 | Mtr | 1 | ₹425.5 |
| 6 | raking cleaning and filling of hallow joints in cement sand mortar 1.3 on side slopes of tile lined channel | 5,518.89 | Sq.Mtr | 1 | ₹5,518.89 |
| 7 | Dismantling brick work tile, masonary or tile lining in cement | 21.16 | Cum | 1 | ₹21.16 |
| 8 | Any other Item | 1 | Nos | 1 | ₹1 |
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