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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC WARD NO 7 SAMPLA ROAD DELHI ROAD KHARKHODA 131402 | SONIPAT | HARYANA | 131402 | ₹24.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹24.9 LRejected-Finance VILLAGE RITTAULI TEHSIL AND DISTRICT ROHTAK 124201 HARYANA | ROHTAK | ROHTAK | HARYANA | 124201 | ₹24.9 L | L2 | Rejected-Finance higher |
| 3 | L3₹27.7 LRejected-Finance | ₹27.7 L | L3 | Rejected-Finance higher rate |
| 4 | L4₹29.0 LRejected-Finance NEAR OBC BANK JHAJJAR 124103 | JHAJJAR | JHAJJAR | HARYANA | 124103 | ₹29.0 L | L4 | Rejected-Finance higher rate |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹26.4 L
EMD Value
₹62,280
Closing Date
17 Feb 2026, 12:00 pmClosed
NARENDER TANEJA
Municipal Committee Beri
Const. of street and drain from H/o Rajpal S/o Sh. Rattan to H/o Suresh Master Ward No. 7, under Jan Sanwaad in MC Beri
2026_HRY_500323_1
2026F4808966 2212 43C8 9AAC FEF06CFD5ADD324ULB
Open Tender
Civil Works
220 days
Beri
2 documents required · 2 mandatory
₹2,500
₹62,280
Yes
29 May 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
3 Feb 2026 - 5 Feb 2026
Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1 136 parts by volume of cement sand stone bajri and rendering to be 1 :1 cement sand mortar
Water Bound Macadam Grading I with screening Type 'A' 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 8-1 0 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 MORT&H specifications
Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications Note:- Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate.
Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level: 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)
Compacting Original Ground Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers)
Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
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