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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹1.1 Cr | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹1.1 CrRejected-AOC CHEEMA MAIN ROAD CHEEMA SANGRUR PUNJAB 148029 | SANGRUR | PUNJAB | 148029 | ₹1.1 Cr | L2 | Rejected-AOC High rates |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
27 Mar 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 0-12750 with concrete lining with 10 percent enhanced capacity off taking at RD 122275/R of 2nd Patiala feeder
2026_WR_160418_1
85 dated 16.02.2026
Open Tender
Civil Works - Canal
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.7 L
Lehal Canal Division WRD Punjab Patiala
29 Apr 2026
16 Feb 2026
27 Mar 2026
16 Feb 2026
27 Mar 2026
16 Feb 2026
25 Feb 2026
Jungle clearance on running Canals branchs and drains with discharge up to 53 cs/sec
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.
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.
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
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.
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
Dressing of Earth work ( NEW )
Dressing and preparation of sub grade for side slopes.b) Side Slope
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
b) In Side Slope
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
Cement concrete lining 75mm. thick or less 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 with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
b) In Side Slope
Providing and laying Cement concrete (M-15) for coping 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
Filling of construction joints with sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight-10 mm depth
Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
a) For 60 mm thick Slab of lining
Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
Extra for Bitumen Painting @ 0.69 kg per Sqmt.
Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
Adjusting new APM block in correct ‘y’ and fixing in position.
C.C. 1:4:8 with brick ballast 40 mm gauge
Brick masonry in 1:4 CSM
RCC M20 for slab
Bending binding and placing in position CTD bars Fe 500
Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
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