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| Sl No | Description | Qty | Unit | REJITH.R L1 | Sarath v L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCK AND RE LAYING | |||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 168 | sqm | 135 ₹22,680 Lowest | 138 ₹23,184 |
| 1.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 168 | sqm | 450 ₹75,600 Lowest | 460 ₹77,280 |
| 2.00ROAD CONCRETE AND DRAINAGE | |||||
| 2.00 | 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. | 667 | sqm | 16 ₹10,672 Lowest | 17 ₹11,339 |
| 2.00 | 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 | 62.48 | cum | 2,490 ₹1,55,562.75 Lowest | 2,500 ₹1,56,187.5 |
| 2.00 | 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) | 19.97 | cum | 9,560 ₹1,90,932.32 Lowest | 9,600 ₹1,91,731.2 |
| 2.00 | OD17760/2026-2027: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. | 180 | sqm | 1,200 ₹2,16,000 Lowest | 1,300 ₹2,34,000 |
| 3.00DRAIANGE | |||||
| 3.00 | OD17605/2026-2027: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. | 515 | sqm | 1,070 ₹5,51,050 Lowest | 1,080 ₹5,56,200 |
Tender Value
₹12.7 L
EMD Value
₹31,706
Closing Date
9 Jul 2026, 4:00 pmClosed
AEE
Office of the Executive Engineer pmc
GENERAL-PMC 2026 PRO NO 62 27 Road and drainage work ar Arikkara street Manorama office front portion Sudevan Nagar Hussain Nagar ward -43
2026_LSGD_858656_1
01/AEE/LIDEW/PMC/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,706
Yes
16 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 |
|---|---|---|---|---|---|
| 1INTERLOCK AND RE LAYING | |||||
| 1.001 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | - | - |
| 1.002 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | - | sqm | - | - |
| 2ROAD CONCRETE AND DRAINAGE | |||||
| 2.001 | 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 | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | - |
| 2.004 | OD17760/2026-2027: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. | - | sqm | - | - |
| 3DRAIANGE | |||||
| 3.001 | OD17605/2026-2027: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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