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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KOPPAM PALAKKAD DIST | PALAKKAD | KERALA | 672122 | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹1,908.31 (0.45%)Rejected-AOC | ₹4.2 L+₹1,908.31 (0.45%) | L2 | Rejected-AOC L2 |
| 3 | L3₹4.4 L+₹21,864.97 (5.20%)Rejected-AOC KOPPAM PALAKKAD DISTRICT | PALAKKAD | KERALA | 672122 | ₹4.4 L+₹21,864.97 (5.20%) | L3 | Rejected-AOC L3 |
| 4 | L4₹4.4 L+₹23,040.24 (5.48%)Rejected-AOC | ₹4.4 L+₹23,040.24 (5.48%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Pradeep A L1 | V K CHAMI L2 | ANANTHAKRISHNAN M L4 | RAGESH CHANDRAN R L3 |
|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING ROAD | |||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.02 | Hectare | 47,901.13 ₹1,053.82 | 47,091.13 ₹1,036 Lowest | 49,445.69 ₹1,087.81 | 47,902 ₹1,053.84 |
| 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 | 35.48 | cum | 2,480 ₹87,978 Lowest | 2,491.92 ₹88,400.86 | 2,616.51 ₹92,820.69 | 2,492 ₹88,403.7 |
| 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) | 7.09 | cum | 9,550 ₹67,699.95 Lowest | 9,563.75 ₹67,797.42 | 10,041.94 ₹71,187.31 | 9,564 ₹67,799.2 |
| 1.00 | OD78379/2026-2027:55.22. Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 220 | sqm | 1,200 ₹2,64,000 Lowest | 1,206.39 ₹2,65,405.8 | 1,266.71 ₹2,78,676.2 | 1,297 ₹2,85,340 |
Tender Value
₹4.2 L
EMD Value
₹10,566
Closing Date
9 Jul 2026, 3:00 pmClosed
AEE , PALAKKAD MUNICIPALITY
AEE , PALAKKAD MUNICIPALITY
PMC 2026-27 PROJECT No.139/2026-27-Construction of road and drainage at Palayapetta Stadium bypass link road in ward 24-General Civil Work
2026_LSGD_858558_1
1/ AEE/LIDEW/PMC/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
PALAKKAD MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,566
Yes
3 Sept 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING ROAD | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD78379/2026-2027:55.22. Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
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