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| Sl No | Description | Qty | Unit | Sarath v L2 | RANJITH P L1 |
|---|---|---|---|---|---|
| 1.00THAREKKAD ROAD INTERLOCK | |||||
| 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. | 204 | sqm | 16.01 ₹3,266.04 | 14.94 ₹3,047.76 Lowest |
| 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 | 51 | cum | 441.5 ₹22,516.5 | 411.92 ₹21,007.92 Lowest |
| 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 | 30.6 | cum | 2,491.92 ₹76,252.75 | 2,324.97 ₹71,144.08 Lowest |
| 1.00 | OD102047/2026-2027:1.008-Specification code: OD100637/2026-2027
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. ( Morth 55.22 modified) | 188 | sqm | 1,206.39 ₹2,26,801.32 | 1,125.56 ₹2,11,605.28 Lowest |
| 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) | 1.6 | cum | 9,563.75 ₹15,302 | 8,922.98 ₹14,276.77 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,603
Closing Date
1 Aug 2026, 4:00 pmClosed
AEE
EE OFFICE PALAKKAD MUNCIPALITY
GENERAL54 26 27 EMERGENCY AND DRAINAGE REPAIR FOR WARD 12 TO 22 THAREKKAD ROAD INTERLOCK General Civil Work 1
2026_LSGD_862435_1
2/ AEE/LIDEW/PMC/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹760
Yes
₹8,603
Yes
3 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1THAREKKAD ROAD INTERLOCK | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 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 | - | cum | - | - |
| 1.004 | OD102047/2026-2027:1.008-Specification code: OD100637/2026-2027
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. ( Morth 55.22 modified) | - | sqm | - | - |
| 1.005 | 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 | - | - |
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