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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹1.2 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 11787127.14 by the Employer. |
| 2 | L2₹1.3 CrRejected-Finance | ₹1.3 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹1.6 CrRejected-Finance SEC 1 A 73 14 01 SULABH AVASH GOMTI NAGAR VISTRA LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | ₹1.6 Cr | L3 | Rejected-Finance Due to L3 Rate |
Tender Value
Refer Docs
EMD Value
₹10.5 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
SE STP KHERI CIRCLE PWD SITAPUR
Renewal with BC on Hargaon Dateli Piparjhala Road
2026_CEUCZ_1126839_3
1311/352C/E.TENDER/STP-LMP/26 Dt. 12.03.2026
Open Tender
Civil Works
180 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹10.5 L
Yes
SE STP KHERI CIRCLE PWD SITAPUR
4 Jun 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
20 Mar 2026
Providing and laying lurry seal consisting of a mixture of fine aggregates,portland cement filler,bituminous emulsion and water on a road surface including cleaning of surface,mixing of slurry seal in a sutaible mobile plant ,laying and compacting to provide even riding surface.
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
(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 % 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)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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tech_eval
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t2.pdf
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