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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC | ₹18.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 LRejected-AOC | ₹20.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹20.3 LRejected-Finance | ₹20.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹21.6 LRejected-Finance | ₹21.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹21.8 LRejected-Finance | ₹21.8 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L4 | M.PRADEEP L5 | SIDDIQUE KANIMUTHU S L3 | RAJESH P L1 | Rajendra Prasad B L6 | HARIDAS VINU L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00WARD 49 | |||||||||
| 1.00 | 2.2.1.B:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>(I) By Manual Means<br> (B) In area of thorny jungle | 0.01 | Hectare | 2,35,980.05 ₹3,303.72 | - | 1,84,064.4 ₹2,576.90 | 1,69,126 ₹2,367.76 | 8,00,000 ₹11,200 | 1,81,232.68 ₹2,537.26 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 216 | cum | 2,068.29 ₹4.5 L | 2,000 ₹4.3 L | 1,943.69 ₹4.2 L | 1,785 ₹3.9 L | 2,700 ₹5.8 L | 1,913.79 ₹4.1 L |
| 1.00 | 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) | 216 | cum | 7,937.91 ₹17.1 L | 8,100 ₹17.5 L | 7,459.72 ₹16.1 L | 6,853 ₹14.8 L | 7,400 ₹16.0 L | 7,344.96 ₹15.9 L |
Tender Value
₹26.1 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 4:00 pmClosed
Executive Engineer,PALAKKAD MUNICIPALITY
Executive Engineer,PALAKKAD MUNICIPALITY
ROAD RESTORATION AT WARD 50 VRINDHAVAN COLONY AT PALAKKAD MUNICIPALITY
2026_LSGD_830669_1
7/EE/LID EW/PMC/2025-26
Open Tender
Civil Works - Roads
90 days
palakkad municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
7 May 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
2.2.1.B:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>(I) By Manual Means<br> (B) In area of thorny jungle
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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)
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