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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | ₹17.0 L | L1 | Accepted-AOC FIRST |
| 2 | L2₹17.7 LRejected-AOC GURDASPUR | GURDASPUR | PUNJAB | 143505 | ₹17.7 L | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | THE NAUSHERA MAJHA SINGH CORP LABOUR AND CONSTRUCTION SOCIETY LIMITED L2 | THE G S COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. | 20.32 | cum | 88.42 ₹1,796.69 | 85.18 ₹1,730.86 |
| 2.00 | Earth work undressed with a combined lead upto 15 metres including breaking of clods. | 345.05 | cum | 125.16 ₹43,186.46 | 120.57 ₹41,602.68 |
| 3.00 | Earth work (exclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating under floors with earth brought from a distance not exceeding 30 metre | 32.26 | cum | 160.77 ₹5,186.44 | 154.86 ₹4,995.78 |
| 4.00 | Dressing of earth work New work or remodeling work. Unit | 1,563.85 | sqm | 1.42 ₹2,220.67 | 1.37 ₹2,142.47 |
| 5.00 | 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. | 2.29 | cum | 208 ₹476.32 | 201.33 ₹461.05 |
| 6.00 | Dag belling single kassi stroke minimu 7.5 cm depth | 2.93 | km | 925.4 ₹2,711.42 | 890.47 ₹2,609.08 |
| 7.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and
plint | 154.41 | cum | 7,493.85 ₹11.6 L | 7,182.62 ₹11.1 L |
| 8.00 | 10mm thick Cement Plaster 1:4 | 675.93 | Sq.Mtr | 188.32 ₹1.3 L | 181.41 ₹1.2 L |
| 9.00 | 10mm thick cement plaster 1 : 4 on floors. | 101.22 | Sq.Mtr | 145.36 ₹14,713.34 | 139.38 ₹14,108.04 |
| 10.00 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means | 65.9 | cum | 4,746.09 ₹3.1 L | 4,571.92 ₹3.0 L |
Updated dates
Tender Value
₹16.2 L
EMD Value
₹32,331
Closing Date
29 Apr 2026, 12:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer Gurdaspur Canal and Ground Water Division WRD,Punjab
Estimate for Construction of watercoures at RD 59651/R of Rania Disty under jurisdication of Tibri sub division.
2026_WR_164183_2
98/110A
Open Tender
Civil Works - Canal
90 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹32,331
12 May 2026
13 Apr 2026
29 Apr 2026
13 Apr 2026
29 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. | - | cum | - | - | item1 |
| 2 | Earth work undressed with a combined lead upto 15 metres including breaking of clods. | - | cum | - | - | item2 |
| 3 | Earth work (exclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating under floors with earth brought from a distance not exceeding 30 metre | 1 | cum | - | - | item3 |
| 4 | Dressing of earth work New work or remodeling work. Unit | 1 | sqm | - | - | item4 |
| 5 | 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 | - | - | item5 |
| 6 | Dag belling single kassi stroke minimu 7.5 cm depth | - | km | - | - | item6 |
| 7 | First class burnt brick laid in cement sand mortar 1:6 in foundation and
plint | 1 | cum | - | - | item7 |
| 8 | 10mm thick Cement Plaster 1:4 | 1 | Sq.Mtr | - | - | item8 |
| 9 | 10mm thick cement plaster 1 : 4 on floors. | 1 | Sq.Mtr | - | - | item9 |
| 10 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means | - | cum | - | - | item10 |
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