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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance KACHA THANDEWALA ROAD KKP ROAD MUKATSAR PUNJAB | FARIDKOT | PUNJAB | 151202 | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹19.4 L (5.91%)Admitted-Finance 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | ₹3.5 Cr+₹19.4 L (5.91%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ASHOK KUMAR CONTRACTOR L2 | AR BUILDER L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks running disbutaries, Minors and drains with Discharge upto 9cum/s including boundary road having Discharge up to 1.5 Cum/s .Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. | 4.4 | km | 10,020.2 ₹10,020.2 Lowest | 10,020.2 ₹10,020.2 Lowest |
| 2.00 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 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 | 7,225.35 | Cum | 13,28,456.4 ₹13,28,456.4 | 11,89,632.71 ₹11,89,632.71 Lowest |
| 3.00 | Dressing of earthwork New work or remodling work. | 49,118.5 | Sq.Mtr | 3,75,428 ₹3,75,428 | 3,59,922.82 ₹3,59,922.82 Lowest |
| 4.00 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing. Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge.(up to 1.50 mt depth) | 2,034.94 | Cum | 8,35,463.7 ₹8,35,463.7 | 8,22,962.69 ₹8,22,962.69 Lowest |
| 5.00 | Remodelling/refixing of Outlet (Patrolling Side) | 4 | each | 21,15,113.7 ₹21,15,113.7 | 19,73,703.24 ₹19,73,703.24 Lowest |
| 6.00 | 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.complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 418.07 | Cum | 4,77,411.38 ₹4,77,411.38 Lowest | 4,77,411.38 ₹4,77,411.38 Lowest |
| 7.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 14,897.64 | Sq.Mtr | 5,74,102.29 ₹5,74,102.29 | 5,41,166.95 ₹5,41,166.95 Lowest |
| 8.00 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 8,208 | Sq.Mtr | 96,355.2 ₹96,355.2 | 72,908.77 ₹72,908.77 Lowest |
| 9.00 | Putting 1:3 (Cement Water) Cement water slurry with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. | 27,549.83 | Sq.Mtr | 4,06,346.41 ₹4,06,346.41 Lowest | 4,06,346.41 ₹4,06,346.41 Lowest |
| 10.00 | Dismantling of plain Cement Concrete 1:3:6 | 232.93 | Cum | 76,737.73 ₹76,737.73 Lowest | 76,737.73 ₹76,737.73 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹7 L
Closing Date
22 Jun 2026, 9:00 amClosed
Executive Engineer
Canal Colony Gidderbaha
Estimate for construction of Udekaran Disty from RD 0-17565
2026_WR_163355_1
2309/25M
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹7 L
Yes
9 Jul 2026
12 Mar 2026
22 Jun 2026
12 Mar 2026
22 Jun 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary Jungle Clearance of both banks running disbutaries, Minors and drains with Discharge upto 9cum/s including boundary road having Discharge up to 1.5 Cum/s .Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. | 4.4 | km | - | - |
| 2 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 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 | 7,225.35 | Cum | - | - |
| 3 | Dressing of earthwork New work or remodling work. | 49,118.5 | Sq.Mtr | - | - |
| 4 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing. Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge.(up to 1.50 mt depth) | 2,034.94 | Cum | - | - |
| 5 | Remodelling/refixing of Outlet (Patrolling Side) | 4 | each | - | - |
| 6 | 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.complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 418.07 | Cum | - | - |
| 7 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 14,897.64 | Sq.Mtr | - | - |
| 8 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge | 8,208 | Sq.Mtr | - | - |
| 9 | Putting 1:3 (Cement Water) Cement water slurry with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. | 27,549.83 | Sq.Mtr | - | - |
| 10 | Dismantling of plain Cement Concrete 1:3:6 | 232.93 | Cum | - | - |
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