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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 CrAccepted-AOC JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹29.0 Cr Quoted ₹29.3 Cr | L1 | Accepted-AOC Financial bid accepted |
| 2 | L2₹30.7 Cr+₹1.4 Cr (4.61%)Rejected-Finance | ₹30.7 Cr+₹1.4 Cr (4.61%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Anuj Tiwari L1 | M/S YATINDRA KUMAR TRIPATHI L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(As per MORTH-2.3(201(ii)A) | 9.44 | Hect. | 10,099 ₹95,334.56 Lowest | 31,586 ₹2,98,171.84 |
| 2.00 | Construction of embankment with approved material obtained from local pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(As per MORTH-3.17) | 1,15,860.17 | cum | 69 ₹79,94,351.73 Lowest | 139.43 ₹1,61,54,383.5 |
| 3.00 | Construction of sub-grade and earthen shoulders with approved material obtained from local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | 30,834.72 | cum | 69 ₹21,27,595.68 Lowest | 130.95 ₹40,37,806.58 |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.Cartage | 1,637.87 | cum | 219.99 ₹3,60,315.02 Lowest | 232.27 ₹3,80,428.06 |
| 5.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.(As per MORTH-2.3(201(ii)A) | 6,808 | cum | 4.99 ₹33,971.92 Lowest | 10 ₹68,080 |
| 6.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (for existing pavement surface).(As per MORTH-3.17) | 35,672.2 | cum | 2,100 ₹7,49,11,620 Lowest | 2,150 ₹7,66,95,230 |
| 7.00 | CementBase(WMM+4%Cement) - Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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. | 19,837.5 | cum | 2,840 ₹5,63,38,500 Lowest | 3,899 ₹7,73,46,412.5 |
| 8.00 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..(As per MORTH-4.14) | 8,625 | cum | 2,910 ₹2,50,98,750 | 2,100 ₹1,81,12,500 Lowest |
| 9.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means..(As per MORTH-) | 86,250 | Sqm | 41.99 ₹36,21,637.5 Lowest | 42 ₹36,22,500 |
| 10.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 86,250 | Sqm | 10.99 ₹9,47,887.5 | 10 ₹8,62,500 Lowest |
Tender Value
₹30 Cr
EMD Value
₹45 L
Closing Date
20 Feb 2026, 12:00 pmClosed
S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Widening and Strengthening of two lanes in Ramnagar Bainda Erach road (km 16 to 26 and 30 (900) to 32 (350) of ODR under Defence Industrial Corridor in Jhansi district
2026_CEJNS_1116260_1
993/ 44 C- Jhansi Circle/25 Date 06.02.2026
Open Tender
Civil Works - Roads
Item Rate
455 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,950
₹45 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
24 Apr 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(As per MORTH-2.3(201(ii)A) | 9.44 | Hect. | - | - |
| 2 | Construction of embankment with approved material obtained from local pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(As per MORTH-3.17) | 1,15,860.17 | cum | - | - |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | 30,834.72 | cum | - | - |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.Cartage | 1,637.87 | cum | - | - |
| 5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.(As per MORTH-2.3(201(ii)A) | 6,808 | cum | - | - |
| 6 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (for existing pavement surface).(As per MORTH-3.17) | 35,672.2 | cum | - | - |
| 7 | CementBase(WMM+4%Cement) - Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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. | 19,837.5 | cum | - | - |
| 8 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..(As per MORTH-4.14) | 8,625 | cum | - | - |
| 9 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means..(As per MORTH-) | 86,250 | Sqm | - | - |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 86,250 | Sqm | - | - |
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