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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.9 L+₹42,365.59 (5.00%)Admitted-Fee/PreQual/Technical/Finance | ₹8.9 L+₹42,365.59 (5.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | greater cochin labour contract co-op society L1 | hafees mohammed L2 |
|---|---|---|---|---|---|
| 1.00Paving Interlock tiles | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 524.6 | sqm | 16.01 ₹8,398.85 Lowest | 16.81 ₹8,818.53 |
| 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 | 78.69 | cum | 3,337.88 ₹2,62,657.78 Lowest | 3,504.77 ₹2,75,790.35 |
| 1.00 | OD70254/2026-2027:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape 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 ( Details for 10 m2) | 510.5 | sqm | 1,045.38 ₹5,33,666.49 Lowest | 1,097.65 ₹5,60,350.33 |
| 1.00 | 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) | 4.64 | cum | 9,186.73 ₹42,589.68 Lowest | 9,646.07 ₹44,719.18 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
13 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO188/27-ward20-Paving interlock tiles at Kaipadamukal puthiya road Karippassery byelane mundaikkamukal road reach 2ward -20
2026_LSGD_863788_26
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
27 Aug 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 |
|---|---|---|---|---|---|
| 1Paving Interlock tiles | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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) (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 | - | - |
| 1.003 | OD70254/2026-2027:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design & Shape 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 ( Details for 10 m2) | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
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