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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-Finance 1 1 DURGA CONSTRUCTION AND SUPPLIER DAULAGHAT DAULAGHAT DAULAGHAT ALMORA ALMORA UTTARAKHAND 263601 | ALMORA | UTTARAKHAND | 263601 | ₹12.8 L | L1 | Accepted-Finance responsive |
| 2 | L2₹15.0 LRejected-Finance | ₹15.0 L | L2 | Rejected-Finance nonresponsive |
| 3 | L3₹15.1 LRejected-Finance | ₹15.1 L | L3 | Rejected-Finance nonresponsive |
| 4 | Rejected-Technical 0 ABHISHEK ENTERPRISES CHARWA PACHIMTHOK KAUSHAMBI UTTAR PRADESH 212203 | KAUSHAMBI | UTTAR PRADESH | 212203 | - | - | Rejected-Technical nonresponsive |
Updated dates
Tender Value
₹15.8 L
EMD Value
₹1.6 L
Closing Date
2 Feb 2026, 12:00 pmClosed
Executive Engineer, PD, PWD, Kanpur Nagar
Executive Engineer, PD, PWD, Kanpur Nagar
Special repair work of Chandanpur Umri to Atwa Paheva road under Ghatampur Assembly constituency
2026_CEKNP_1106650_2
3698/11A Date 01-12-2025
Open Tender
Civil Works - Roads
60 days
Kanpur Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,069
₹1.6 L
Yes
Executive Engineer, PD, PWD, Kanpur Nagar
27 Apr 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
17 Jan 2026
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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
Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen 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.Clause 503. MORD
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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
Seal Coat 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 Case - III : Type C By Mechanical Means(HMP 30/40) (I) Bitumen
Construction of Subgrade and Earthen Shoulders 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 requi
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