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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC 134 BLOCK NO 2 HINDWAN HISAR HISAR | HISAR | HARYANA | 125001 | ₹3.9 L | L1 | Accepted-AOC WA |
| 2 | L2₹4.0 L+₹11,753.09 (3.00%)Rejected-AOC SHOP NO 30 SANJOG PALACE MARKET KAITHAL 136027 | KAITHAL | KAITHAL | HARYANA | 136027 | ₹4.0 L+₹11,753.09 (3.00%) | L2 | Rejected-AOC WNA |
| 3 | Not Admitted-Fee/PreQual/Technical PRESIDENT RAJESH KUMAR R O VPO CHUHARMAJRA DISTT KAITHAL | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.1 L
EMD Value
₹8,160
Closing Date
5 Mar 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
providing and lying of earth work and GSB on roads
2026_HBC_505823_1
202621F9E28D 2B67 4691 9DA0 7B0C0769EFF9240HSV
Open Tender
Civil Works
Works
60 days
Kaithal
2 documents required · 2 mandatory
₹250
₹8,160
Yes
29 Apr 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
5 Mar 2026
28 Feb 2026
[14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum
[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork 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
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift 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.
[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil
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