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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹1.5 Cr+₹8.0 L (5.64%)Rejected-AOC LUDHIANA CANAL CIRCLE LUDHIANA | LUDHIANA | PUNJAB | 141001 | ₹1.5 Cr+₹8.0 L (5.64%) | L2 | Rejected-AOC High rates |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
15 Apr 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Remodeling of Upplan Minor RD 12750 - 27126 with concrete lining with 10 percent enhanced capacity off taking at RD 122275/R of 2nd Patiala and construction of bed bar at RD 122750 d/s of second patiala feeder.
2026_WR_160418_2
85 dated 16.02.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.9 L
Lehal Canal Division WRD Punjab Patiala
5 May 2026
16 Feb 2026
15 Apr 2026
16 Feb 2026
15 Apr 2026
16 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Jungle clearance on running Canals branchs and drains with discharge up to 53 cs/sec | - | km | - | - |
| 2 | 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. | - | cum | - | - |
| 3 | Excavation of soil ( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 60 mtr. | - | cum | - | - |
| 4 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/Ccutting and loading inTrolly and transporting to the embankment locations with all lifts and leads | - | cum | - | - |
| 5 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. | - | cum | - | - |
| 6 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement)(a) 0-1.5mt. depth | - | - | - | - |
| 7 | Dressing of Earth work ( NEW ) | - | sqmt | - | - |
| 8 | Dressing and preparation of sub grade for side slopes.b) Side Slope | - | sqmt | - | - |
| 9 | Providing and laying Cement concrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications | - | - | - | - |
| 10 | b) In Side Slope | - | cum | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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12750to27126122750UPPLANMINOR.xls
Additional Documents • 0.26 MB
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