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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹6.3 L−₹9,188.82 (1.35%)Accepted-AOC CHHOTI LINE B 5 160 A 3 CHHOTI LINE YAMUNA NAGAR 135001 | YAMUNA NAGAR | YAMUNANAGAR | HARYANA | 135001 | ₹6.3 L−₹9,188.82 (1.35%) Quoted ₹6.7 L | L2 | Accepted-AOC wa |
| 2 | L1₹6.8 LRejected-AOC | ₹6.8 L | L1 | Rejected-AOC wna |
| 3 | Not Admitted-Fee/PreQual/Technical GANGA NAGAR COLONY 1251 B GANGA NAGAR COLONY JAGADHRI 135003 | JAGADHRI | YAMUNANAGAR | HARYANA | 135003 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.8 L
EMD Value
₹13,520
Closing Date
14 May 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
Construction of Balance 24 Mtr. wide road including earth filling, GSB and WMM
2026_HBC_520431_1
20264E14F94A F112 4CDC 9AAD 7F4A9CC4CA9C240HSV
Open Tender
Civil Works
Works
60 days
Jagadhari
2 documents required · 2 mandatory
₹500
₹13,520
Yes
3 Aug 2026
8 May 2026
15 May 2026
8 May 2026
14 May 2026
8 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [17.14.2]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 2. Grading II material | 65.25 | cum | 1,187 | ₹77,451.75 |
| 2 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications | 54.81 | cum | 1,174 | ₹64,346.94 |
| 3 | [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 | 261 | Sqm | 7 | ₹1,827 |
| 4 | [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. | 2,714.4 | cum | 184 | ₹4,99,449.6 |
| 5 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications | 2,714.4 | cum | 12 | ₹32,572.8 |
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