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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC | ₹22.5 L Quoted ₹30.1 L | L1 | Accepted-AOC First lowest tendered rates. |
| 2 | L2₹30.3 LRejected-Finance 0 | ₹30.3 L | L2 | Rejected-Finance Higher tendered rates. |
Tender Value
₹34 L
EMD Value
₹3.4 L
Closing Date
18 Feb 2026, 12:00 pmClosed
EE, CD-2, PWD, Kanpur Nagar
Office of EE, CD-2, PWD, Kanpur Nagar
G.T. road to Garhi road.
2026_CEKNP_1115339_12
188/9A Date-23.01.2026
Open Tender
Civil Works - Roads
60 days
Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.4 L
Yes
Office of EE, CD-2, PWD, Kanpur Nagar
29 May 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
13 Feb 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 0.35 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. Case - II By Mechanical Means(HMP 30/40) (I) Bitumen VG-10
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 VG-10
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.
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