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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | ₹10.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹10.6 LRejected-Finance VILL RAURA POST BHAISIYAPUR KANNAUJ U P 209721 | KANNAUJ | KANNAUJ | UTTAR PRADESH | 209721 | ₹10.6 L | L2 | Rejected-Finance High |
| 3 | L3₹10.9 LRejected-Finance | ₹10.9 L | L3 | Rejected-Finance High |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
5 Dec 2025, 12:00 pmClosed
Executive Engineer, C.D. , P.W.D. Kannauj
Office of the E. E. C.D.,P.W.D., Kannauj
SR to kansua Nagla Khirnagar Rajwaha Bahosi Puliya Link Road
2025_CEKNP_1094245_9
1752/8A Dated 11.11.2025
Open Tender
Civil Works
60 days
Kannauj
E1 (Technical Bid)
2 documents required · 2 mandatory
₹856
₹1 L
Yes
Office of the E. E. C.D.,P.W.D., Kann
16 Feb 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
5 Dec 2025
27 Nov 2025
28 Nov 2025
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.
Providing and applying Tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer and cleaned with hydraulic broom as per Technical Specn. No. 503
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing course on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by as per T.S.C. 508
Providing and laying seal coat by manual means with 80/100 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TSC 510
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.
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