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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC 1 1 DURGA CONSTRUCTION AND SUPPLIER DAULAGHAT DAULAGHAT DAULAGHAT ALMORA ALMORA UTTARAKHAND 263601 | ALMORA | UTTARAKHAND | 263601 | ₹10.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.9 LRejected-Finance DARSAN NAGAR AYODHYA 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹11.9 L | L2 | Rejected-Finance L2 |
Updated dates
Tender Value
₹12.3 L
EMD Value
₹1.2 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 embankment and road on the pond side from Syondhi Damar Road to Narayanpur Road under Ghatampur Assembly constituency
2026_CEKNP_1106650_3
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
₹1.2 L
Yes
Executive Engineer, PD, PWD, Kanpur Nagar
24 Mar 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
17 Jan 2026
Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density as per MORD specification 401
Providing, laying, spreading and compacting stone aggregates of specific sizes of 45-63 mm to water bound macadam Grading 2 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 2 as per Technical Specification Clause 405.
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
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
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. 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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