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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₹15.1 L+₹26,272.89 (1.77%)Admitted-Fee/PreQual/Technical/Finance | ₹15.1 L+₹26,272.89 (1.77%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARIS P K L2 | ABDUL SALAM M P L1 |
|---|---|---|---|---|---|
| 1.00tile laying | |||||
| 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. | 950 | sqm | 16 ₹15,200 Lowest | 16.01 ₹15,209.5 |
| 1.00 | OD95355/2026-2027:Taking out Existing C C Interlocking paver blocks from Foot path/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 mtr lead as per the direction of Engineer in Charge | 220 | sqm | 144 ₹31,680 | 141 ₹31,020 Lowest |
| 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 | 85.69 | cum | 3,398 ₹2,91,167.82 | 3,337.88 ₹2,86,016.26 Lowest |
| 1.00 | OD95287/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | 987 | sqm | 1,064 ₹10,50,168 | 1,045.38 ₹10,31,790.06 Lowest |
| 1.00 | OD95356/2026-2027:Providing and laying of Interlocking Concrete block Pavements using 60/80 mm Departmental paver blocks laid in Required pattern over and including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness etc all Complete as per the Direction of Engineer in Charge Unit- Sqm Taking out put-10 Sqm | 132 | sqm | 300 ₹39,600 | 295 ₹38,940 Lowest |
| 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) | 8.67 | cum | 9,352 ₹81,081.84 | 9,186.73 ₹79,648.95 Lowest |
Tender Value
₹14.8 L
EMD Value
₹37,066
Closing Date
13 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 82/27, Ward 27-L-99 to L-86 in front of municipal park E1 to L 53 M 1013 near ground road tile laying
2026_LSGD_863788_36
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
₹37,066
Yes
3 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tile laying | |||||
| 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 | OD95355/2026-2027:Taking out Existing C C Interlocking paver blocks from Foot path/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 mtr lead as per the direction of Engineer in Charge | - | sqm | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | OD95287/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | - | sqm | - | - |
| 1.005 | OD95356/2026-2027:Providing and laying of Interlocking Concrete block Pavements using 60/80 mm Departmental paver blocks laid in Required pattern over and including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness etc all Complete as per the Direction of Engineer in Charge Unit- Sqm Taking out put-10 Sqm | - | sqm | - | - |
| 1.006 | 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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