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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹60.4 LAccepted-AOC | ₹60.4 L Quoted ₹63.2 L | L2 | Accepted-AOC accepted |
| 2 | L1₹60.4 LRejected-Finance | ₹60.4 L | L1 | Rejected-Finance Due to lower rate |
| Sl No | Description | Qty | Unit | PANKESH KANSAL CONTRACTOR L1 | URBANEDGE DEVELOPERS L2 |
|---|---|---|---|---|---|
| 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. | 2,354.05 | Cum | 192 ₹28,214.40 | 195 ₹28,655.25 |
| 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. | 8,060.21 | Cum | 848 ₹2,238.72 | 900 ₹2,376 |
| 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. | 4,051.37 | Cum | 36 ₹1.5 L | 38 ₹1.6 L |
| 4.00 | Dressing of Earthwork | 22,531.13 | Sqm | 750 ₹6.0 L | 760 ₹6.1 L |
| 5.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 811.7 | Cum | 65 ₹2.6 L | 68 ₹2.8 L |
| 6.00 | Earthwork excavation in foundation and trenches | 34.56 | Cum | 16 ₹64,821.76 | 18 ₹72,924.48 |
| 7.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification | 860.64 | Sqm | 18 ₹72,924.48 | 20 ₹81,027.20 |
| 8.00 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. | 1,265.97 | Sqm | 18.5 ₹1.4 L | 19 ₹1.5 L |
| 9.00 | 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 . | 583.05 | Cum | 22 ₹2.0 L | 25 ₹2.2 L |
| 10.00 | Shurrtring for faces of concrete lining on side side slops & bed complete in all respect as per design/drawing and pwd specifications. | 163.76 | Sqm | 2 ₹184.24 | 3 ₹276.36 |
Updated dates
Tender Value
₹69.6 L
EMD Value
₹1.4 L
Closing Date
24 Feb 2026, 10:00 amClosed
Executive Engineer
Executive Engineer, Bathinda Canal and GW Division, Bathinda
Project Estimate for Remodeling/Relining of Gehri Minor 0-8650 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 With P
2026_WR_159322_2
56/22A/2025-26
Open Tender
Civil Works - Canal
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.4 L
bathinda
9 Apr 2026
4 Feb 2026
24 Feb 2026
4 Feb 2026
24 Feb 2026
4 Feb 2026
11 Feb 2026
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.
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.
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.
Dressing of Earthwork
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork excavation in foundation and trenches
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
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 .
Shurrtring for faces of concrete lining on side side slops & bed complete in all respect as per design/drawing and pwd specifications.
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joint with Sealing Compound. complete in all respect
Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
Ordinary Jungle Clearance of both banks of running Disty,Minors and Drains including Boundary road with discharge upto 1.5 cumecs
Providing & Fixing Outlets (Non patrolling side)
Providing & Fixing Outlets (Patrolling side)
Dismantling brick work, tile masonry or tile lining (in cement mortar)
Laying Ist class burnt brick work laid in 1:4 with Cement sand mortar in foundation and plinth.@(as per CSR item no 11.7)
Racking and cleaning of joints on side slopes of brick lined channel. (CSR item No. 19.29)
10 mm thick cement plaster 1:3 (CSR item no. 15.5)
Laying PCC 1:2:4 mixing by manual means.(CSR item no 10.13 ii).
Lifting of RCC Slab (Lumsum)
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (CSR Item No. 22.13)
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DEPARTMENT OF WATER RESOURCES
Name and Address of Contractor / L&C Society
Contact No.
Landline No.
Mobile No.
Name and Address of Banker
Income Tax Return for any one of the last three years
Approximate value of work in hand
Bank solvency certificate
Certificate of "……." Class/Society registeredwith irrigation Deptt.
DEPARTMENT OF WATER RESOURCES
Name of the Contractor / L&C Society
Name of the Work
Please fill information about the each relevant work completed during the last Three years for works Costing more than Rs._________________
Name of Employer
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