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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAdmitted-Finance | ₹20.4 L | L1 | Admitted-Finance |
| 2 | L2₹20.6 LAdmitted-Finance | ₹20.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | J.R.B. ENTERPRISES L1 | ACE BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | kassi work Undressed involving and average horizontal throw upto 2.0 meter and an average vertical lift upto 0.5 meters including breaking of clods. | 115.6 | cum | 83.12 ₹9,608.67 | 81.62 ₹9,435.27 |
| 2.00 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. | 407.41 | cum | 117.83 ₹48,005.12 | 121.7 ₹49,581.80 |
| 3.00 | Dressing of New Earthwork | 2,039.09 | sqm | 3.1 ₹6,321.18 | 1.35 ₹2,752.77 |
| 4.00 | 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 metres. | 65.56 | cum | 174.9 ₹11,466.44 | 156 ₹10,227.36 |
| 5.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 3.36 | km | 884.07 ₹2,970.48 | 899 ₹3,020.64 |
| 6.00 | Dressing of Bed and Preparation of Sub-grade for Lining | 1,132.44 | sqm | 13.11 ₹14,846.29 | 12 ₹13,589.28 |
| 7.00 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls foundation plinth | 261.69 | cum | 6,137.25 ₹16.1 L | 6,142 ₹16.1 L |
| 8.00 | 10 mm thick Cement Plaster 1:4 on Side Walls | 775.98 | sqm | 177.72 ₹1.4 L | 183.2 ₹1.4 L |
| 9.00 | 10 mm thick Cement Plaster 1:4 on Floors | 1,115.96 | sqm | 142.74 ₹1.6 L | 140.7 ₹1.6 L |
| 10.00 | Providing & Laying Brick Bats | 3.85 | cum | 1,070.07 ₹4,119.77 | 1,108 ₹4,265.80 |
Tender Value
₹18.5 L
EMD Value
₹37,032
Closing Date
28 Feb 2026, 12:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer Gurdaspur Canal and Ground Water Division WRD,Punjab
Estimate for construction of water course at outlet RD 24990/ R of Gazikot Distributary under jurisdiction of Tibri Sub Division
2026_WR_157258_2
45/110A
Open Tender
Civil Works - Canal
90 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹37,032
3 Mar 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
kassi work Undressed involving and average horizontal throw upto 2.0 meter and an average vertical lift upto 0.5 meters including breaking of clods.
Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.
Dressing of New Earthwork
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 metres.
Dag belling single kassi stroke minimum 7.5 cm depth.
Dressing of Bed and Preparation of Sub-grade for Lining
First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls foundation plinth
10 mm thick Cement Plaster 1:4 on Side Walls
10 mm thick Cement Plaster 1:4 on Floors
Providing & Laying Brick Bats
Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes
Fixing of Shutter and Frames for Nakka and Branch Offtakes
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and 29cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc, cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until thespecials in correct position in a suitable rigid manner whlle the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all foints through their lengths and fixing of rubber ring. facing, testing the pipes for leakage and making cartage etc.RCC PIPE -NP2 500 MM I/D PIPE
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