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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.4 L+₹59,164.02 (3.99%)Admitted-Fee/PreQual/Technical/Finance | ₹15.4 L+₹59,164.02 (3.99%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL AZIZ M M L1 | NAJEEM ARSHAD K Z L2 |
|---|---|---|---|---|---|
| 1.00Relaying and drain maintenance | |||||
| 1.00 | OD51222/2026-2027: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. | 140 | sqm | 141.92 ₹19,868.8 Lowest | 148 ₹20,720 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 719 | sqm | 51.01 ₹36,676.19 Lowest | 53 ₹38,107 |
| 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. | 192 | sqm | 16.01 ₹3,073.92 Lowest | 17 ₹3,264 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 91.1 | cum | 3,337.88 ₹3,04,080.87 Lowest | 3,471 ₹3,16,208.1 |
| 1.00 | OD51223/2026-2027::Providing 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 | 98 | sqm | 295.18 ₹28,927.64 Lowest | 307 ₹30,086 |
| 1.01 | OD51221/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size ,design, shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 using plate vibrator etc as per the department specifications | 953 | sqm | 1,045.38 ₹9,96,247.14 Lowest | 1,087 ₹10,35,911 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 10.19 | cum | 9,186.73 ₹93,612.78 Lowest | 9,554 ₹97,355.26 |
Tender Value
₹14.8 L
EMD Value
₹37,063
Closing Date
12 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 66/27-INTERLOCK PAVING AT PIPELINE ROAD, VELLARKODATH LANE, PLATHAZHATH BYLANE ROAD, M M VELAYUDAN ROAD IN WARD 11
2026_LSGD_863788_27
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,063
Yes
27 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Relaying and drain maintenance | |||||
| 1.001 | OD51222/2026-2027: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 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 1 | cum | - | - |
| 1.005 | OD51223/2026-2027::Providing 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 | - | sqm | - | - |
| 1.006 | OD51221/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size ,design, shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 using plate vibrator etc as per the department specifications | - | sqm | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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