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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.0 LRejected-AOC | ₹4.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹4.3 LRejected-AOC | ₹4.3 L | L4 | Rejected-AOC L4 |
| 5 | L5₹4.7 LRejected-AOC | ₹4.7 L | L5 | Rejected-AOC L5 |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
3 Mar 2026, 4:00 pmClosed
The Assistant Executive Engineer
Office of Assistant Executive Engineer,Palakkad BP
Nelukanparambu Poovattukunnu road concreting in Mundur GP-Sc corpus-General civil Work
2026_LSGD_839419_1
ET6(2)/AE/LSGD/PKDBP/2025-26
Open Tender
Civil Works - Roads
120 days
Palakkad Block Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,697
Yes
24 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD392725/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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