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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.1 LAdmitted-Finance | ₹50.1 L | L1 | Admitted-Finance |
| 2 | L2₹51.9 L+₹1.9 L (3.72%)Admitted-Finance | ₹51.9 L+₹1.9 L (3.72%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUKHBIR SINGH CONTRACTOR L2 | C S CONSTRUCTION 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 | 68.66 | Cum | 6,042.08 ₹6,042.08 | 5,561.46 ₹5,561.46 Lowest |
| 2.00 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. | 406.61 | Cum | 51,232.86 ₹51,232.86 | 46,353.54 ₹46,353.54 Lowest |
| 3.00 | Dressing of New Earthwork | 2,455.7 | Sq.Mtr | 3,192.41 ₹3,192.41 | 2,455.7 ₹2,455.7 Lowest |
| 4.00 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 39.95 | Cum | 6,272.15 ₹6,272.15 | 5,872.65 ₹5,872.65 Lowest |
| 5.00 | Re-handling of earthwork recently executed | 68.86 | Cum | 4,682.48 ₹4,682.48 | 4,407.04 ₹4,407.04 Lowest |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 5.02 | km | 4,256.96 ₹4,256.96 Lowest | 4,256.96 ₹4,256.96 Lowest |
| 7.00 | Dressing of Bed and preparation of sub grade for
lining. | 2,159.46 | Sq.Mtr | 25,913.52 ₹25,913.52 | 23,754.06 ₹23,754.06 Lowest |
| 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. | 2.05 | Cum | 391.55 ₹391.55 Lowest | 391.55 ₹391.55 Lowest |
| 9.00 | Dismentalling Of Brick Work | 45.56 | Cum | 35,673.48 ₹35,673.48 | 32,712.08 ₹32,712.08 Lowest |
| 10.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 450.43 | Cum | 34,90,832.5 ₹34,90,832.5 | 33,78,225 ₹33,78,225 Lowest |
Tender Value
₹44.7 L
EMD Value
₹90,000
Closing Date
14 Sept 2026, 12:00 pmClosed
Executive Engineer, Abohar Canal Ground Water D
Executive Engineer, Abohar Canal and Ground Water Division , Water Resources, Punjab, Abohar
Estimate for Reconstruction/Remodeling of Watercourses of O/L RD 90292/TF of Bhagsar Minor Village- Islamewala District - Fazilka ( Part 2 )
2026_WR_174652_1
E-Tendering Notice No.18/Abohar Canal Ground Water Division /2026-27 Dated 02/09/2026
Open Tender
Civil Works - Canal
Item Rate
FAZILKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
₹90,000
Yes
15 Sept 2026
2 Sept 2026
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 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 | 68.66 | Cum | - | - |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. | 406.61 | Cum | - | - |
| 3 | Dressing of New Earthwork | 2,455.7 | Sq.Mtr | - | - |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 39.95 | Cum | - | - |
| 5 | Re-handling of earthwork recently executed | 68.86 | Cum | - | - |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. | 5.02 | km | - | - |
| 7 | Dressing of Bed and preparation of sub grade for
lining. | 2,159.46 | Sq.Mtr | - | - |
| 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. | 2.05 | Cum | - | - |
| 9 | Dismentalling Of Brick Work | 45.56 | Cum | - | - |
| 10 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 450.43 | Cum | - | - |
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