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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC SOL PRO BHAGWAT PRASAD GRAM PAHARIKHURDA POST SAROL TEH TEHROLI DISTT JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹15.4 L | L1 | Accepted-AOC BONDED |
| 2 | L1₹15.4 LRejected-Finance | ₹15.4 L | L1 | Rejected-Finance Rejected |
| 3 | L2₹16.9 LRejected-Finance 142 | ₹16.9 L | L2 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
2 Mar 2026, 12:00 pmClosed
Office of the Executive Engineer, PD, PWD, Jhansi
Office of the Executive Engineer, PD, PWD, Jhansi
Renewal work of Chatarpur Churara to Badagaon link road
2026_CEJNS_1119800_13
4145 / 18A / 2025-26 Dated. 23.02.2026
Open Tender
Civil Works - Roads
60 days
JHANSI
Please refer Tender documents.
3 documents required · 3 mandatory
₹860
₹1.9 L
Yes
Office of the Executive Engineer, PD, PWD, Jhansi
15 May 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
25 Feb 2026
Providing and applying tack coat with Bitumen VG-10 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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 HMP, laying with paver finisher 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 Type C as per Technical Specification Clause 508.
Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.
Construction of sub-grade and earthen shoulders with approved material obtained from local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No 300-2
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