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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.5 Cr+₹32.0 L (7.58%)Rejected-Finance 424 1A OUTSIDE DATIA GATE NEAR RAGHURAJ SCHOOL PATHORIYA JHANSI U P | JHANSI | UTTAR PRADESH | 284001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.7 Cr+₹46.4 L (11.0%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.6 Cr+₹1.4 Cr (32.5%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.0 Cr+₹1.8 Cr (41.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJPOOT CONSTRUCTION COMPANY L2 | M/S BUNDELA ASSOCIATES L5 | M/S HARI RAM SAHU L3 | AGARWAL CONSTRUCTION COMPANY L6 | M/s Hari Construction L4 | M/S TULSIRAM AND COMPANY L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (But Excluding GST) | 8,840 | sqm | 15 ₹1,32,600 | 5 ₹44,200 | 3 ₹26,520 | 6 ₹53,040 | 4 ₹35,360 | 2 ₹17,680 Lowest |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (as per MORT&H Specification No. 301, Sl. No. 3.06) (But Excluding GST) | 1,826 | cum | 50 ₹91,300 | 60 ₹1,09,560 | 40 ₹73,040 | 61 ₹1,11,386 | 55 ₹1,00,430 | 20 ₹36,520 Lowest |
| 3.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per MORT&H Specification No. 305, Sl. No. 3.17 (But Excluding GST) | 1,826 | cum | 80 ₹1,46,080 | 65 ₹1,18,690 | 35 ₹63,910 | 66 ₹1,20,516 | 45 ₹82,170 | 20 ₹36,520 Lowest |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (But Excluding GST) | 14,850 | cum | 100 ₹14,85,000 | 150 ₹22,27,500 | 30 ₹4,45,500 Lowest | 151 ₹22,42,350 | 150 ₹22,27,500 | 50 ₹7,42,500 |
| 5.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Sl.no.4.01B (But Excluding GST) | 4,670 | cum | 1,500 ₹70,05,000 | 2,150 ₹1,00,40,500 | 1,700 ₹79,39,000 | 2,200 ₹1,02,74,000 | 1,700 ₹79,39,000 | 1,400 ₹65,38,000 Lowest |
| 6.00 | 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 MORT&H Specification No. 406 Sl.no.4.14B in Two layers (But Excluding GST) | 3,019.5 | cum | 1,500 ₹45,29,250 Lowest | 2,360 ₹71,26,020 | 1,800 ₹54,35,100 | 2,400 ₹72,46,800 | 1,800 ₹54,35,100 | 1,500 ₹45,29,250 Lowest |
| 7.00 | 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.(But Excluding GST) | 19,250 | sqm | 20 ₹3,85,000 | 40 ₹7,70,000 | 19 ₹3,65,750 Lowest | 41 ₹7,89,250 | 25 ₹4,81,250 | 20 ₹3,85,000 |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (But Excluding GST) | 1,443.75 | cum | 7,000 ₹1,01,06,250 Lowest | 9,080 ₹1,31,09,250 | 7,200 ₹1,03,95,000 | 9,100 ₹1,31,38,125 | 9,500 ₹1,37,15,625 | 7,000 ₹1,01,06,250 Lowest |
| 9.00 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503 Sl. No. 5.02 (ii) (But Excluding GST) | 19,250 | sqm | 10 ₹1,92,500 Lowest | 10 ₹1,92,500 Lowest | 14 ₹2,69,500 | 11 ₹2,11,750 | 11 ₹2,11,750 | 10 ₹1,92,500 Lowest |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 Sl. No. 5.05B complete in all respects (But Excluding GST) | 577.5 | cum | 8,500 ₹49,08,750 | 10,499 ₹60,63,172.5 | 8,800 ₹50,82,000 | 10,500 ₹60,63,750 | 9,500 ₹54,86,250 | 8,200 ₹47,35,500 Lowest |
Tender Value
₹6.4 Cr
EMD Value
₹12.7 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Widening and strengthening of Kadeshrakalan Nathhikhera Road via pawagiri road
2026_CEJNS_1127569_1
912/44 C-jhs-cir/25, Date 04.02.2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Lalitpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,950
₹12.7 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
19 May 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (But Excluding GST) | |||||
| 2Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (as per MORT&H Specification No. 301, Sl. No. 3.06) (But Excluding GST) | |||||
| 3Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per MORT&H Specification No. 305, Sl. No. 3.17 (But Excluding GST) | |||||
| 4Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (But Excluding GST) | |||||
| 5Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Sl.no.4.01B (But Excluding GST) | |||||
| 6Providing, 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 MORT&H Specification No. 406 Sl.no.4.14B in Two layers (But Excluding GST) | |||||
| 7Providing 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.(But Excluding GST) | |||||
| 8Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (But Excluding GST) | |||||
| 9Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503 Sl. No. 5.02 (ii) (But Excluding GST) | |||||
| 10Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 Sl. No. 5.05B complete in all respects (But Excluding GST) | |||||
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