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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | L1 | Accepted-Finance 1st BIDDER LOWEST | |
| 2 | L2₹1.9 Cr+₹27.8 L (16.7%)Rejected-Finance | L2 | Rejected-Finance 2nd BIDDER LOWEST | |
| 3 | L3₹1.9 Cr+₹28.7 L (17.3%)Rejected-Finance | L3 | Rejected-Finance 3rd BIDDER LOWEST | |
| 4 | Not Admitted-Fee/PreQual/Technical 2486 CHURKHI ROAD PATEL NAGAR ORAI JALAUN UTTAR PRADESH 285501 | ORAI | JALAUN | UTTAR PRADESH | 285501 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.9 Cr
EMD Value
₹11.8 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
Renewal work along with general repair by BC on NH-2 from Jamunabagh to Fatehpura Ginja Etawa Mainpuri road
2026_CEKNP_1127064_1
1222/55C-EV/2026 DATE 13-03-2026
Open Tender
Civil Works - Roads
Lump-sum
150 days
ETAWAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹11.8 L
Yes
ETAWAH
8 May 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
20 Mar 2026
Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20") in depth & earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the Engineer-in-charge. As per SOR item 253
Tack Coat Providing and applying primer coat with VG-10 bitumen on prepared surface of granular Base including clearing of road surface and spraying bitumen at the rate of 0.30 kg/sqm using mechanical means.
Bitumenous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects.
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boq_comp_chart.xlsx
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BOQ_2102078.xls
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corri1222.pdf
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