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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹77.4 LAccepted-AOC | ₹77.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹79.3 LRejected-Finance NEAR BANKE BIHARI MANDIR WADHAWA RAM PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | ₹79.3 L | 2 | Rejected-Finance L2 |
| 3 | 3₹82.9 LRejected-Finance 81 ARYA NAGAR ASSANDH ROAD PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | ₹82.9 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ram mehar sharma L1 | THE SHRI GANGA L AND C SOCIETY LTD L2 | JASVEER SINGH CONTRACTOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | `Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS 458-2003 with Spigot and scoketted joints with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out he same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required,
jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc including cartage loading and unloading alongwith cost of jointing material complete in all respects. The RCC pipes shall be provided with HDPE lining as per specification, drawings and directions of Engineer-in-charge`
for 600 mm i/d | 150 | Metre | 3,600 ₹5.4 L | 4,200 ₹6.3 L | 4,533 ₹6.8 L |
| 2.00 | De-Watering of Sewerage | 100 | Hours | 830 ₹83,000 | 910 ₹91,000 | 988 ₹98,800 |
Tender Value
₹70.4 L
EMD Value
₹1.4 L
Closing Date
20 Mar 2026, 9:00 amClosed
Sumit Nandal
Municipal Corporation Panipat
Estimate for drain tapping of point falls directly in Drain No. 1 to the sewer network under MC Panipat (Recall)
2026_HRY_507352_1
2026E8874F52 6E06 4CB9 80FD D6FFA35A23CF286ULB
Open Tender
Civil Works
270 days
Panipat
2 documents required · 2 mandatory
₹5,000
₹1.4 L
Yes
MC Panipat
28 Apr 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
12 Mar 2026
`Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS 458-2003 with Spigot and scoketted joints with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out he same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc including cartage loading and unloading alongwith cost of jointing material complete in all respects. The RCC pipes shall be provided with HDPE lining as per specification, drawings and directions of Engineer-in-charge` for 600 mm i/d
De-Watering of Sewerage
Percentage BoQ
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NUMBER #
Estimate for drain tapping of point falls directly in Drain No. 1 to the sewer network under MC Panipat
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