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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC | ₹3.5 L | 1 | Accepted-AOC 1 |
| 2 | 2₹3.9 L+₹40,661.34 (11.6%)Rejected-AOC | ₹3.9 L+₹40,661.34 (11.6%) | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | SHAMSUDHEEN T A L1 | SIYAD P P L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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. | 220 | sqm | 13.27 ₹2,919.4 Lowest | 14.81 ₹3,258.2 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 16.5 | cum | 2,767.1 ₹45,657.15 Lowest | 3,087.54 ₹50,944.41 |
| 1.00 | OD449514/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40
hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and
including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction
of Engineer-in
-charge. | 236 | sqm | 866.62 ₹2,04,522.32 Lowest | 966.98 ₹2,28,207.28 |
| 1.00 | OD449517/2025-2026:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc | 219 | sqm | 117.65 ₹25,765.35 Lowest | 131.28 ₹28,750.32 |
| 1.00 | OD449516/2025-2026:Resetting and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 183.6 | sqm | 244.7 ₹44,926.92 Lowest | 273.04 ₹50,130.14 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.45 | cum | 7,920.44 ₹27,325.52 Lowest | 8,837 ₹30,487.65 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
25 May 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO-542 INTERLOCK TILE PAVING AT CHAMPOKADAVU ROAD BALANCE PORTION IN WARD NO 34
2026_LSGD_851894_4
LIDEW/AEE/ET/01/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,589
Yes
21 Aug 2026
20 May 2026
29 May 2026
20 May 2026
25 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD449514/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40
hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and
including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction
of Engineer-in
-charge. | - | sqm | - | - |
| 1.004 | OD449517/2025-2026:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc | - | sqm | - | - |
| 1.005 | OD449516/2025-2026:Resetting and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 1 | sqm | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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