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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L Quoted ₹3.3 L | L1 | Accepted-AOC l1 |
| 2 | L2₹3.6 LRejected-Finance | ₹3.6 L | L2 | Rejected-Finance 2 |
Tender Value
₹10.6 L
EMD Value
₹1.1 L
Closing Date
10 Mar 2026, 12:00 pmClosed
Executive Engineer
Office of The Executive Engineer, Construction Division-1, PWD, Kanpur Dehat
Renewal with general repair of Pairajor to Goeni Road in Km. 1(720) and 2(470)
2026_CEKNP_1121029_1
486/12A/Tender/2026 Dated 17-02-2026
Open Tender
Civil Works - Roads
60 days
Kanpur Dehat
Please upload to be tender document
3 documents required · 3 mandatory
₹1,194
₹1.1 L
Yes
Office of The Executive Engineer, C.D-1, PWD, KD
28 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
7 Mar 2026
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/binding materials 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 bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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 (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per MORD Technical Specification Clause 508
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
Construction of subgrade and Earthern shoulders with approved material obtained from borrow pits with a lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300-2 with a lead upto 1000 m as per Technical specification clause 303.1.
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