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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.0 LAccepted-AOC | ₹2.0 L | l1 | Accepted-AOC l1 |
| 2 | l2₹2.1 L+₹8,665.83 (4.26%)Rejected-AOC | ₹2.1 L+₹8,665.83 (4.26%) | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | THE VISHNU NAGAR COOP LABOUR AND CONSTRUCTION SOCIETY LIMITED L2 | ABJ ENGINEERS & CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix | 5.63 | cum | 1,135 ₹6,390.05 | 1,131 ₹6,367.53 Lowest |
| 2.00 | Dressing bed and preparation of sub grade for lining. | 23.45 | Sq.Mtr | 14 ₹328.3 | 12 ₹281.4 Lowest |
| 3.00 | Dressing side slopes and preparation of sub grade for lining. | 68.3 | Sq.Mtr | 22 ₹1,502.6 | 20 ₹1,366 Lowest |
| 4.00 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete
on bed and side slopes | 130.69 | Sq.Mtr | 25 ₹3,267.25 | 22 ₹2,875.18 Lowest |
| 5.00 | Filling expansion joints with special impervious hot pour 12.5mm wide. | 145.44 | per metre/cm depth | 3 ₹436.32 | 2 ₹290.88 Lowest |
| 6.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth | 38.61 | Cum | 180 ₹6,949.8 | 175 ₹6,756.75 Lowest |
| 7.00 | 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) | 7.5 | Cum | 5,500 ₹41,250 | 5,493 ₹41,197.5 Lowest |
| 8.00 | Dag-belling:- ((a)) Single Kassi stroke minimum 7.5 cm depth. | 0.05 | km | 950 ₹47.5 | 933 ₹46.65 Lowest |
| 9.00 | Extra bitumen painting at 0.69 Kg. per sqm | 6.35 | Sq.Mtr | 50 ₹317.5 | 45 ₹285.75 Lowest |
| 10.00 | Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type | 0.36 | Cum | 5,100 ₹1,836 | 5,058 ₹1,820.88 Lowest |
Tender Value
₹2.0 L
EMD Value
₹4,092
Closing Date
16 Feb 2026, 12:00 pmClosed
Executive Engineer Kandi Canal 1 and Ground water
Executive Engineer Kandi Canal 1 and Ground water
Estimate for repair of breached/damaged lining (Panwan Distributary at RDplus5500 Mtr, Keshopur Minor at RD plus 2990 and 3010 Mtr. and Daffar Distributary at RDplus 6200 Mtr. off-taking at various RDs of Kandi Canal-1, Hoshiarpur
2026_WR_159426_1
12
Open Tender
Civil Works - Canal
Item Rate
20 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹4,092
Yes
10 Jul 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix | 5.63 | cum | - | - |
| 2 | Dressing bed and preparation of sub grade for lining. | 23.45 | Sq.Mtr | - | - |
| 3 | Dressing side slopes and preparation of sub grade for lining. | 68.3 | Sq.Mtr | - | - |
| 4 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete
on bed and side slopes | 130.69 | Sq.Mtr | - | - |
| 5 | Filling expansion joints with special impervious hot pour 12.5mm wide. | 145.44 | per metre/cm depth | - | - |
| 6 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth | 38.61 | Cum | - | - |
| 7 | 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) | 7.5 | Cum | - | - |
| 8 | Dag-belling:- ((a)) Single Kassi stroke minimum 7.5 cm depth. | 0.05 | km | - | - |
| 9 | Extra bitumen painting at 0.69 Kg. per sqm | 6.35 | Sq.Mtr | - | - |
| 10 | Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type | 0.36 | Cum | - | - |
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