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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | ₹19.1 L | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹19.8 LRejected-Finance | ₹19.8 L | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹19.9 LRejected-AOC | ₹19.9 L | L3 | Rejected-AOC Due to L3 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
18 Feb 2026, 12:00 pmClosed
Executive Enginner CD 1 PWD Sitapur
Office of The Executive Engineer CD 1 PWD Sitapur
Renewal of Sidhauli Biswan Road Km. 8 to Jharsauwa link road
2026_CEUCZ_1111597_41
238/E-TENDER/2025-26 Dated 02-02-2026
Open Tender
Civil Works - Roads
60 days
Sitapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹2.0 L
Yes
Office of The Executive Engineer CD 1 PWD Sitapur
2 Jun 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
16 Feb 2026
Maintenance of WBM road including filling of pot holes,ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
Providing and applying tack coat with bitumen (VG-10) using Bitumen Pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom.(Including Cost of Bitumen)
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 .(Including Cost of Bitumen)
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .(Including Cost of Bitumen)
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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