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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr Quoted ₹22.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.9 LRejected-Finance DARSAN NAGAR AYODHYA 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹26.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹27.0 LRejected-Finance | ₹27.0 L | L3 | Rejected-Finance L3 |
Updated dates
Tender Value
₹27 L
EMD Value
₹2.7 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 Chaturipur Barnaon km 3 4 5 and 6 under Ghatampur assembly constituency-By departmental hot mix plant
2026_CEKNP_1106650_4
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
₹2.7 L
Yes
Executive Engineer, PD, PWD, Kanpur Nagar
27 Feb 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 and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
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 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 C as per Technical Specification Clause 508. (Including Bitumen VG-10, Excluding machinery(with departmental plant))
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 (Including Bitumen VG-10, Excluding machinery(with departmental plant))
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 requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1..
For Drain - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
For Drain - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.( P.C.C grade M 10 (i) Nominal mix 1:3:6)
For Drain - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
For Drain - Supplying, fitting and placing HYSD bar reinforcement in foundation as per drawing and Technical Specification clause 1000 & 1202
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