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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC RANK 1 |
| 2 | 2₹1.3 Cr+₹7.3 L (6.08%)Rejected-Finance 1111 PHASE 3 MODEL TOWN BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.3 Cr+₹7.3 L (6.08%) | 2 | Rejected-Finance RANK 2 |
| Sl No | Description | Qty | Unit | AMANDEEP SINGH CONTRACTOR L2 | AZAD CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 6.27 | km | 1,402 ₹8,790.54 Lowest | 1,869 ₹11,718.63 |
| 2.00 | 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 | 5,664 | cum | 39 ₹2,20,896 | 36 ₹2,03,904 Lowest |
| 3.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads | 44.03 | cum | 153 ₹6,736.59 | 133 ₹5,855.99 Lowest |
| 4.00 | Basic Rate of ordinary earth/clay taken from private land including compensation but excluding royalty | 44.03 | cum | 88 ₹3,874.64 | 85 ₹3,742.55 Lowest |
| 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 | 4,732 | cum | 104 ₹4,92,128 | 99 ₹4,68,468 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 908 | cum | 175 ₹1,58,900 | 159 ₹1,44,372 Lowest |
| 7.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications. | 8,953.12 | sqm | 20 ₹1,79,062.4 | 18 ₹1,61,156.16 Lowest |
| 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres | 132.97 | cum | 173 ₹23,003.81 Lowest | 192 ₹25,530.24 |
| 9.00 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 10,103.9 | sqm | 24 ₹2,42,493.6 | 22 ₹2,22,285.8 Lowest |
| 10.00 | Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 704.14 | cum | 6,592 ₹46,41,690.88 | 6,206 ₹43,69,892.84 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
1 May 2026, 10:00 amClosed
Executive Engineer Ludhiana Canal and GW Divn WRD
Executive Engineer Ludhiana Canal and GW Divn WRD Near Durga Mata Mandir Phase 1 Ludhiana
Concrete lining of Zira Disty from RD 80660-97055
2026_WR_166336_1
3185/28A
Open Tender
Civil Works - Canal
Item Rate
45 days
Zira Disty
Concrete lining of Zira Disty from RD 80660-97055
2 documents required · 2 mandatory
₹2,000
₹2.4 L
Yes
Executive Engineer Ludhian Canal and GW Divn WRD
16 May 2026
17 Apr 2026
1 May 2026
17 Apr 2026
1 May 2026
17 Apr 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 6.27 | km | - | - |
| 2 | 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 | 5,664 | cum | - | - |
| 3 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads | 44.03 | cum | - | - |
| 4 | Basic Rate of ordinary earth/clay taken from private land including compensation but excluding royalty | 44.03 | cum | - | - |
| 5 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 4,732 | cum | - | - |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 908 | cum | - | - |
| 7 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specifications. | 8,953.12 | sqm | - | - |
| 8 | 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres | 132.97 | cum | - | - |
| 9 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 10,103.9 | sqm | - | - |
| 10 | Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 704.14 | cum | - | - |
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