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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.4 L+₹1.1 L (26.7%)Admitted-Fee/PreQual/Technical/Finance | ₹5.4 L+₹1.1 L (26.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Smitha Biju L1 | ZAKKEERBABU L2 |
|---|---|---|---|---|---|
| 1.00Drain renovation & Tile paving | |||||
| 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. | 272.6 | sqm | 16.01 ₹4,364.33 Lowest | 25 ₹6,815 |
| 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 | 27.26 | cum | 3,337.88 ₹90,990.61 Lowest | 4,000 ₹1,09,040 |
| 1.00 | OD70661/2026-2027:(MD) Providing and laying of interlocking concrete Block pavements using 80 mm M40 Hydraulic blocks of approved size,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. | 272.6 | sqm | 1,160.33 ₹3,16,305.96 Lowest | 1,500 ₹4,08,900 |
| 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) | 1.31 | cum | 9,186.73 ₹12,034.62 Lowest | 9,186.73 ₹12,034.62 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,600
Closing Date
5 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S- 352/27 RENOVATION OF DRAIN AND PAVING TYLE AT AMARAVATHY ROAD TO ANGANAWADY DOBBY STREET IN DIV 75
2026_LSGD_862430_30
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,010
₹10,600
7 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain renovation & Tile paving | |||||
| 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) <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 | OD70661/2026-2027:(MD) Providing and laying of interlocking concrete Block pavements using 80 mm M40 Hydraulic blocks of approved size,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. | - | 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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