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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 LRejected-Finance | ₹4.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.0 LRejected-Finance | ₹4.0 L | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹45,000
Closing Date
19 Mar 2026, 12:00 pmClosed
EE CD-3 PWD Jhansi
EE CD-3 PWD Jhansi
Renewal with Genral Repair work on Patha Link road
2026_CEJNS_1125229_1
578/NIVIDA/2025-26, DATE 13-03-2026
Open Tender
Civil Works - Roads
60 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹650
₹45,000
Yes
EE CD-3 PWD Jhansi
17 Apr 2026
14 Mar 2026
19 Mar 2026
14 Mar 2026
19 Mar 2026
14 Mar 2026
16 Mar 2026
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 V.G.-10 bitumen using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing laying & 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 . Claues 508
Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 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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