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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.8 LAccepted-Finance N A | NA | NA | 121004 | 1 | Accepted-Finance accepted | |
| 2 | 2₹37.5 L+₹1.7 L (4.82%)Rejected-Finance | 2 | Rejected-Finance rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical L1 may be accepted |
| Sl No | Description | Qty | Unit | BAIJU A A L2 | AFSAL P.A L3 | Aemond Ventures Pvt Ltd L1 |
|---|---|---|---|---|---|---|
| 1.00INTER LOCK TILE PAVING AND RETARRING | ||||||
| 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. | 2,223.5 | sqm | 15.85 ₹35,242.48 | 16.5 ₹36,687.75 | 15 ₹33,352.5 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 | 326.86 | cum | 3,304.17 ₹10,79,984.49 | 3,338 ₹10,91,041.99 | 3,000 ₹9,80,565 Lowest |
| 1.00 | OD277035/2025-2026:Engaging man coolie | 12 | Day | 1,115.97 ₹13,391.64 | 1,137 ₹13,644 | 1,000 ₹12,000 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 4.72 | cum | 9,787.18 ₹46,244.43 | 10,000 ₹47,250 | 9,000 ₹42,525 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.47 | tonne | 99,422.89 ₹47,027.03 Lowest | 1,00,698 ₹47,630.15 | 1,00,000 ₹47,300 |
| 1.01 | OD46017/2026-2027:(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. | 2,134.56 | sqm | 1,148.61 ₹24,51,776.96 | 1,170 ₹24,97,435.2 | 1,120 ₹23,90,707.2 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) | 8.89 | cum | 9,093.94 ₹80,881.5 | 9,500 ₹84,493 | 8,500 ₹75,599 Lowest |
Tender Value
₹37.9 L
EMD Value
₹50,000
Closing Date
25 Jul 2026, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFICE
SYE2/778911/2026 P K KUTTIKRISHNAN VAIDYAR ROAD INTERLOCKING DIVISION 58
2026_LSGD_861273_1
SYE2/778911/2026 P K KUTTIKRISHNAN VAIDYAR ROAD INTERLOCKING DIVISION 58
Open Tender
Civil Works - Roads
Item Rate
180 days
KOCHI MUNICIPAL CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Oct 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTER LOCK TILE PAVING AND RETARRING | |||||
| 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 | OD277035/2025-2026:Engaging man coolie | - | Day | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD46017/2026-2027:(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. | 1 | 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) | - | cum | - | - |
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