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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹31.2 L+₹37,586.48 (1.22%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹31.2 L+₹45,407.88 (1.47%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹31.8 L+₹1.1 L (3.43%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s ARVIND KUMAR CONTRACTOR L2 | NARANG TRADERS L4 | SAHIL GAGNEJA CONTRACTOR L3 | The Panjpeer Coop L & C Society ltd L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 162.13 | cum | 12,970.4 ₹12,970.4 Lowest | 13,781.05 ₹13,781.05 | 14,591.7 ₹14,591.7 | 13,132.53 ₹13,132.53 |
| 2.00 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. | 252.09 | cum | 25,209 ₹25,209 | 1,260.45 ₹1,260.45 Lowest | 30,250.8 ₹30,250.8 | 28,738.26 ₹28,738.26 |
| 3.00 | Dressing of New Earthwork | 1,882.7 | sqm | 1,882.7 ₹1,882.7 | 3,765.4 ₹3,765.4 | 188.27 ₹188.27 Lowest | 188.27 ₹188.27 Lowest |
| 4.00 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 1 | cum | 110 ₹110 Lowest | 115 ₹115 | 148 ₹148 | 147 ₹147 |
| 5.00 | Re-handling of earthwork recently executed | 162.13 | cum | 10,538.45 ₹10,538.45 Lowest | 11,349.1 ₹11,349.1 | 11,349.1 ₹11,349.1 | 10,538.45 ₹10,538.45 Lowest |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 3.43 | km | 2,744 ₹2,744 | 274.4 ₹274.4 Lowest | 686 ₹686 | 2,908.64 ₹2,908.64 |
| 7.00 | Dressing of Bed and preparation of sub grade for lining. | 1,387.6 | sqm | 15,263.6 ₹15,263.6 | 20,814 ₹20,814 | 13,876 ₹13,876 Lowest | 15,263.6 ₹15,263.6 |
| 8.00 | Earth work in excavation in foundations, trenches etc. in allkinds 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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. | 1.31 | cum | 196.5 ₹196.5 Lowest | 203.05 ₹203.05 | 235.8 ₹235.8 | 248.9 ₹248.9 |
| 9.00 | Dismentalling Of Brick Work | 211.76 | cum | 1,51,408.4 ₹1,51,408.4 Lowest | 1,52,467.2 ₹1,52,467.2 | 1,52,043.68 ₹1,52,043.68 | 1,52,043.68 ₹1,52,043.68 |
| 10.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 266.5 | cum | 19,45,450 ₹19,45,450 | 19,98,750 ₹19,98,750 | 19,73,699 ₹19,73,699 | 19,20,399 ₹19,20,399 Lowest |
Tender Value
₹28.4 L
EMD Value
₹57,000
Closing Date
7 Oct 2026, 2:00 pmClosed
Executive Engineer, Abohar Canal and Ground Water
Executive Engineer, Abohar Canal and Ground Water Division , Water Resources, Punjab, Abohar
Estimate for Reconstruction/ Remodeling of Water Course of O/L RD 8228/TR of Subhan Sub Minor Village- Jhotianwali District - Fazilka
2026_WR_172805_1
E-Tendering Notice No.16/Abohar Canal Ground Water Division /2026-27 Dated 29/07/2026
Open Tender
Civil Works - Canal
Item Rate
FAZILKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹57,000
Yes
7 Oct 2026
30 Jul 2026
7 Oct 2026
30 Jul 2026
7 Oct 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 162.13 | cum | - | - |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. | 252.09 | cum | - | - |
| 3 | Dressing of New Earthwork | 1,882.7 | sqm | - | - |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 1 | cum | - | - |
| 5 | Re-handling of earthwork recently executed | 162.13 | cum | - | - |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. | 3.43 | km | - | - |
| 7 | Dressing of Bed and preparation of sub grade for lining. | 1,387.6 | sqm | - | - |
| 8 | Earth work in excavation in foundations, trenches etc. in allkinds 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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. | 1.31 | cum | - | - |
| 9 | Dismentalling Of Brick Work | 211.76 | cum | - | - |
| 10 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 266.5 | cum | - | - |
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