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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | ₹6.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.0 LRejected-Finance | ₹7.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.3 LRejected-Finance UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211020 | ₹8.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹8.4 LRejected-Finance | ₹8.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹9.6 LRejected-Finance | ₹9.6 L | L5 | Rejected-Finance L5 |
Tender Value
₹11.2 L
EMD Value
₹1.1 L
Closing Date
20 Feb 2026, 3:00 pmClosed
EE CD4 KM PWD PRAYAGRAJ
EE CD4 KM PWD PRAYAGRAJ
AMAR SAHID CHANDRASEKHAR AAJAD CIRCIT HOUSE PRAYAGRAJ KE AANTARIK KARYA
2026_CEALD_1112525_2
C-28/CAMP NIVIDA/2026 DT 20.01.2026
Open Tender
Civil Works - Roads
60 days
PRAYAGRAJ
PLEASE REFER TENDER DOCUMENT
4 documents required · 4 mandatory
₹856
₹1.1 L
8 Apr 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom, complete in all respects as per MoRTH specification 503 & as per direction of Engineer-in-charge.
Providing and laying dense graded bituminous macadam with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 complete in all respects, as per direction of Engineer-in-charge.
Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 complete in all respects, & as per direction of Engineer-in-charge.
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