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| Sl No | Description | Qty | Unit | M.PRADEEP L1 | V K CHAMI L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 12.55 | cum | 440 ₹5,524.2 Lowest | 441.5 ₹5,543.03 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 837 | sqm | 16 ₹13,392 Lowest | 16.01 ₹13,400.37 |
| 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 | 92.07 | cum | 2,490 ₹2,29,254.3 Lowest | 2,491.92 ₹2,29,431.07 |
| 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) | 13.03 | cum | 9,550 ₹1,24,417.4 Lowest | 9,563.75 ₹1,24,596.54 |
| 1.00 | OD85064/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30
including providing a layer of 6mm aggregate for 5cm 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. | 837 | sqm | 1,071 ₹8,96,427 Lowest | 1,072.7 ₹8,97,849.9 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
9 Jul 2026, 3:00 pmClosed
AEE
AEE PALAKKAD MUNICIPALITY
PMC 2026-27 PROJECT No.23/2026-27-Road and drain renovation at Sreenagar colony Aishwarya colony Evergreen garden Elanthiyankode Chirakkad and Garden avenue in ward 26-General Civil Work
2026_LSGD_858451_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
₹2,760
Yes
₹31,771
Yes
16 Sept 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE ROAD | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD85064/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30
including providing a layer of 6mm aggregate for 5cm 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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