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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | ₹3.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.1 LAdmitted-Finance | ₹4.1 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ADS CONSTRUCTION COMPANY L2 | Atwal Contractors L1 |
|---|---|---|---|---|---|
| 1.00 | 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 for disposal. | 37.44 | cum | 200 ₹7,488 | 200 ₹7,488 |
| 2.00 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction. As per CSR item no 24.5(b) (i),(ii)&(iii) | 34.4 | cum | 150 ₹5,160 | 130 ₹4,472 |
| 3.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing CSR item
19.23 upto 1.5 m depth | 4.47 | cum | 250 ₹1,117.50 | 200 ₹894 |
| 4.00 | E/W excavation in foundation & trenches,Qty same as of sleepers (sleepers in side slope & in bed) + coping | 1.81 | cum | 300 ₹543 | 220 ₹398.20 |
| 5.00 | Dressing of New EW | 21.37 | sqm | 3 ₹64.11 | 2 ₹42.74 |
| 6.00 | Dismantling Concrete : Cement concrete plain1:2:4 mix | 25.32 | cum | 1,600 ₹40,512 | 1,550 ₹39,246 |
| 7.00 | Dressing side slopes and preparation of sub grade for linning | 458.22 | sqm | 25 ₹11,455.50 | 23 ₹10,539.06 |
| 8.00 | Laying 1:3 (cement: water) cement slurry with cement @
2.25 kg per sqmt on prepared bed & side slope slope before laying concrete lining. Plus Laying Slurry on Sides of
Sleepers | 478.45 | sqm | 30 ₹14,353.50 | 26 ₹12,439.70 |
| 9.00 | 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)(lining) | 25.92 | cum | 7,500 ₹1.9 L | 7,000 ₹1.8 L |
| 10.00 | Filling of construction joints with sealing compound including supply, carriage, of material complete in all respect as per design/drawing and PWD specifications | 144.33 | Mtr | 8 ₹1,154.64 | 6 ₹865.98 |
Updated dates
Tender Value
₹3.2 L
EMD Value
₹6,500
Closing Date
1 Dec 2025, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for restoring damaged lining of minor no.4 at RD 13500 and Minor no.5 from RD 29200 to 29700 of Newada Disty.
2025_WR_153148_1
71 dated 04.11.2025
Open Tender
Civil Works - Canal
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹6,500
Lehal Canal Division WRD Punjab Patiala
24 Dec 2025
4 Nov 2025
1 Dec 2025
4 Nov 2025
1 Dec 2025
4 Nov 2025
13 Nov 2025
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 for disposal.
Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction. As per CSR item no 24.5(b) (i),(ii)&(iii)
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing CSR item 19.23 upto 1.5 m depth
E/W excavation in foundation & trenches,Qty same as of sleepers (sleepers in side slope & in bed) + coping
Dressing of New EW
Dismantling Concrete : Cement concrete plain1:2:4 mix
Dressing side slopes and preparation of sub grade for linning
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope slope before laying concrete lining. Plus Laying Slurry on Sides of Sleepers
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)(lining)
Filling of construction joints with sealing compound including supply, carriage, of material 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. supply carriage of material complete in all respect as per design/drawing and PWD specifications on sides of slab.
Adjusting new APM block in correct ‘y’ and fixing in position.
C.C. 1:4:8 with stone 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
supply of outlet
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
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)(sleepers+coping)
providing and laying LDPE 150 micron over sleepers
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