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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-Finance | ₹32.6 L | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹41.3 LRejected-Finance 371 PRABHAT NAGAR MEERUT UTTAR PRADESH | MEERUT | UTTAR PRADESH | 245206 | ₹41.3 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹41.5 LRejected-Finance | ₹41.5 L | L3 | Rejected-Finance Due to L3 Rate |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
5 Feb 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Special Repair of Badagaon Mitauli Road to Semrawa Naher to Panpur Link Road
2026_CEUCZ_1110335_1
343/352C/E.TENDER/STP-LMP/26 Dt. 14.01.2026
Open Tender
Civil Works - Roads
60 days
Sitapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.3 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
24 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
31 Jan 2026
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base. including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 By Mechanical Means
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 By Mechanical Means
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
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