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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-AOC | L1 | Accepted-AOC Financial bid accepted | |
| 2 | L2₹18.5 Cr+₹5.6 Cr (43.1%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical 236 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical 0 RAGHAVPUR ORHA TIKAMGARH DISTRICT TIKAMGARH MADHYA PRADESH | TIKAMGARH | TIKAMGARH | MADHYA PRADESH | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | ARUNIMA CONSTRUCTIONS PRIVATE LIMITED L2 | GSR Infratech pvt ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. as per SI No.- 259 | 40,000 | sqm | 5 ₹2,00,000 | 1 ₹40,000 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 | 3,900 | cum | 60 ₹2,34,000 | 35 ₹1,36,500 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. | 3,900 | cum | 66 ₹2,57,400 | 40 ₹1,56,000 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. | 67,181.1 | cum | 150 ₹1,00,77,165 | 125 ₹83,97,637.5 Lowest |
| 5.00 | 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. | 74,218.3 | cum | 120 ₹89,06,196 | 75 ₹55,66,372.5 Lowest |
| 6.00 | 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 | 15,170.3 | cum | 3,350 ₹5,08,20,505 | 2,099 ₹3,18,42,459.7 Lowest |
| 7.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 5,180 | cum | 3,680 ₹1,90,62,400 | 2,299 ₹1,19,08,820 Lowest |
| 8.00 | 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. | 37,800 | sqm | 40 ₹15,12,000 | 25 ₹9,45,000 Lowest |
| 9.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 37,800 | sqm | 12 ₹4,53,600 | 8 ₹3,02,400 Lowest |
| 10.00 | Providing and laying dense graded bituminous macadam(Grading -1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. | 3,780 | cum | 10,000 ₹3,78,00,000 | 6,899 ₹2,60,78,220 Lowest |
Tender Value
Refer Docs
EMD Value
₹34.6 L
Closing Date
15 Dec 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
In Financial year 2025-26 Widening and Strengthening work of Remaining part of Two lane road Rampura to MP border in Bangra Jagammapur road via Ninawali Naraul Rathauranpura(ODR)
2025_CEJNS_1096720_1
8066/44 C-Jhansi Circle/25 Date 03.10.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Orai (Jalaun)
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,750
₹34.6 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
24 Feb 2026
6 Dec 2025
15 Dec 2025
6 Dec 2025
15 Dec 2025
6 Dec 2025
10 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. as per SI No.- 259 | 40,000 | sqm | - | - |
| 2 | 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 | 3,900 | cum | - | - |
| 3 | 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. | 3,900 | cum | - | - |
| 4 | 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. | 67,181.1 | cum | - | - |
| 5 | 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. | 74,218.3 | cum | - | - |
| 6 | 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 | 15,170.3 | cum | - | - |
| 7 | 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. | 5,180 | cum | - | - |
| 8 | 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. | 37,800 | sqm | - | - |
| 9 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 37,800 | sqm | - | - |
| 10 | Providing and laying dense graded bituminous macadam(Grading -1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. | 3,780 | cum | - | - |
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