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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical N A | NA | NA | 121004 | Accepted-Technical Qualified |
| 2 | Accepted-Technical 7 SUNDER NAGAR PTPS COLONY GATE NO 03 PANIPAT | PANIPAT | HARYANA | Accepted-Technical Qualified |
| 3 | Accepted-Technical | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹54,800
Closing Date
13 Feb 2026, 1:00 pmClosed
Virender Singh
XEN/CMDP-II, PTPS Panipat
ARC for Mtc. of ash dyke - A including manual channelization of ash slurry of unit- 6 to 8 at PTPS, Panipat
2026_HBC_500223_1
2026D73FA4F5 1A4D 418E B39B B965ED7D822B713PGC
Open Tender
Civil Works
Works
365 days
ptps Panipat
AS per CBD
2 documents required · 2 mandatory
₹1,180
₹54,800
Yes
23 Apr 2026
2 Feb 2026
16 Feb 2026
2 Feb 2026
13 Feb 2026
2 Feb 2026
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate]
[2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia [Rate]
[3.1.6]By Mechanical Transport including loading, unloading and stacking 6. Stone aggregate 40 mm nominal size and above [5km]
[4.8.1]Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 1. All kinds of soil [Through Rate]
[6.1.5]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) [Through Rate]
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
Repairing of bund to correct slope in line and levels using approved quality of ash obtain from ash pond. (N.S. Item)
Providing and placing soil cover over ash bund. (N.S. Item)
Desiltation of garland drain in running/standing water condition i/c removal of weeds growth, silt-sludge etc. at the ash dyke PTPS, Panipat. Three operations during the year. (N.S. Item).
Water Bound Macadam Grading screenings for low volume (undesignated) (without roads Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORTandH specifications. Note:- Material to be provided by HPGCL. Firm has to quote only for Labour and Machinery charges.
Providing poly bags and filling with earth and then placing in position as per direction of Engineer-incharge. (N.S. Item).
Unit-6 to 8 = 2 Point. ARC for manual channelization of ash dyke unit 6 to 8 at PTPS by Making of flow of ash slurry towards outlet side by doing Channelization manually etc. in front of unit 6 in the ash dyke at PTPS, Panipat. operation means operating a given point minimum once a day during 24 hours. Note:- All taxes/levies applicable at the time of execution of work shall be paid by the contractor. So rate to be quoted accordingly. Qty = 2x365 = 730 operations
Mtc. of ash dyke with earth filling for filling of gharras/ side slopes, cut over etc. (N.S. Item)
Removal of grass/ sarkanda, wild growth on ash dyke area (NS Item)
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