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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance ROPAR CANALS AND GROUND WATER MODEL JAL SAROT VIBHAG PUNJAB ROPAR | ₹1.2 Cr | L1 | Accepted-Finance low |
| 2 | L2₹1.3 CrAccepted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | ₹1.3 Cr | L2 | Accepted-Finance HIGH |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISES L1 | M/s M.K. Construction Co. L2 |
|---|---|---|---|---|---|
| 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 | 441.74 | cum | 82 ₹36,222.68 | 102 ₹45,057.48 |
| 2.00 | Earthwork Undressed with combined Lead upto 4.0 KM including Breaking of clods. | 2,071.36 | cum | 195 ₹4.0 L | 210 ₹4.3 L |
| 3.00 | Re-handling of earthwork recently executed | 441.74 | cum | 65 ₹28,713.10 | 80 ₹35,339.20 |
| 4.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 11.04 | km | 850 ₹9,384 | 900 ₹9,936 |
| 5.00 | Dressing of Bed and preparation of sub grade for lining. | 5,431.68 | sqm | 11.5 ₹62,464.32 | 11 ₹59,748.48 |
| 6.00 | 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. | 42.45 | cum | 195 ₹8,277.75 | 210 ₹8,914.50 |
| 7.00 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | 55.74 | cum | 320 ₹17,836.80 | 355 ₹19,787.70 |
| 8.00 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting 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 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 cartage etc R.C.C. Pipe NP -3 C (e) 300mm i/d pipe | 45.72 | mtr | 1,360 ₹62,179.20 | 1,350 ₹61,722 |
| 9.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 1,444.57 | cum | 7,050 ₹1.0 Cr | 7,300 ₹1.1 Cr |
| 10.00 | 10mm thick Cement Plaster 1:4 ( for side walls ) | 4,529.92 | Sqm | 185 ₹8.4 L | 190 ₹8.6 L |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
18 Feb 2026, 12:00 pmClosed
Executive Engineer
office of Executive Engineer,Ropar canal and GWD
Estimate for brickwork lining of water course of outlet RD 65500/R of Dehlon Disty
2026_WR_159128_1
61/22A/2025-26
Open Tender
Civil Works
90 days
vill latala near ahmedgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.3 L
office of Executive Engineer,Ropar canal and GWD
12 Mar 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
10 Feb 2026
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