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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹1.8 Cr+₹10.1 L (5.95%)Rejected-AOC CHEEMA MAIN ROAD CHEEMA SANGRUR PUNJAB 148029 | SANGRUR | PUNJAB | 148029 | ₹1.8 Cr+₹10.1 L (5.95%) | L2 | Rejected-AOC High rates |
| 3 | L3₹1.8 Cr+₹14.1 L (8.30%)Rejected-Finance 01 ENTERPRISES | ₹1.8 Cr+₹14.1 L (8.30%) | L3 | Rejected-Finance High rates |
| 4 | L4₹1.9 Cr+₹18.7 L (11.0%)Rejected-Finance NEAR VILL TEPLA NANHERI TEHSIL GHANAUR DISTRICT PATIALA | ₹1.9 Cr+₹18.7 L (11.0%) | L4 | Rejected-Finance High rates |
| Sl No | Description | Qty | Unit | OM PARKASH CONTRACTOR L3 | SINGLA ENTERPRISES L4 | SUKHPAL BANSAL CONTRACTOR L2 | JSK ELECTRICALS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m | 4,514.56 | cum | 40 ₹1,80,582.4 | 41 ₹1,85,096.96 | 35 ₹1,58,009.6 | 33 ₹1,48,980.48 Lowest |
| 2.00 | Rehandling of earth work | 3,980.39 | cum | 30 ₹1,19,411.7 | 30.75 ₹1,22,396.99 | 28 ₹1,11,450.92 Lowest | 30 ₹1,19,411.7 |
| 3.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as perspecifications | 1,683.39 | cum | 100 ₹1,68,339 | 102.5 ₹1,72,547.48 | 99 ₹1,66,655.61 | 85 ₹1,43,088.15 Lowest |
| 4.00 | Dressing of Earthwork | 246.28 | sqm | 2 ₹492.56 | 2.05 ₹504.87 | 1 ₹246.28 Lowest | 1.3 ₹320.16 |
| 5.00 | Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil B) mechanical means c) depth above 6 m | 1,250.27 | cum | 100 ₹1,25,027 | 102.5 ₹1,28,152.68 | 104 ₹1,30,028.08 | 9.9 ₹12,377.67 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 22.98 | cum | 160 ₹3,676.8 | 164 ₹3,768.72 | 159 ₹3,653.82 | 155 ₹3,561.9 Lowest |
| 7.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m | 22.98 | cum | 165 ₹3,791.7 Lowest | 169.13 ₹3,886.61 | 166 ₹3,814.68 | 166 ₹3,814.68 |
| 8.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m | 1.73 | cum | 182 ₹314.86 | 186.55 ₹322.73 | 182 ₹314.86 | 175 ₹302.75 Lowest |
| 9.00 | Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. | 15.38 | cum | 190 ₹2,922.2 Lowest | 194.75 ₹2,995.26 | 191 ₹2,937.58 | 191.74 ₹2,948.96 |
| 10.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 166.94 | sqm | 20 ₹3,338.8 | 20.5 ₹3,422.27 | 18 ₹3,004.92 Lowest | 18.49 ₹3,086.72 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
16 Feb 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for cross drainage structure at RD 140900 of 2nd Patiala Feeder.
2026_WR_159035_1
82 Dated 31.01.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹3.6 L
Yes
Lehal Canal Division WRD Punjab Patiala
22 May 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m | 4,514.56 | cum | 35.82 | ₹1,61,711.54 |
| 2 | Rehandling of earth work | 3,980.39 | cum | 28.66 | ₹1,14,077.98 |
| 3 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as perspecifications | 1,683.39 | cum | 99.03 | ₹1,66,706.11 |
| 4 | Dressing of Earthwork | 246.28 | sqm | 1.3 | ₹320.16 |
| 5 | Earth work in excavation of foundation of structures asper drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil B) mechanical means c) depth above 6 m | 1,250.27 | cum | 104.3 | ₹1,30,403.16 |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 22.98 | cum | 159.2 | ₹3,658.42 |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m | 22.98 | cum | 166.84 | ₹3,833.98 |
| 8 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m | 1.73 | cum | 182.14 | ₹315.1 |
| 9 | Earthwork excavation in foundation, 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 side 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 a lead of 30 metres. | 15.38 | cum | 191.74 | ₹2,948.96 |
| 10 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 166.94 | sqm | 18.49 | ₹3,086.72 |
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