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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹23,513.81 (5.50%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Xavy Joseph L1 | Sebastian M.A L2 |
|---|---|---|---|---|---|
| 1.00Tile relaying | |||||
| 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. | 224 | sqm | 17.45 ₹3,908.8 Lowest | 18.41 ₹4,123.84 |
| 1.00 | OD460573/2025-2026:(MD 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 by RAMMING to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material | 33.6 | cum | 3,574.77 ₹1,20,112.27 Lowest | 3,771.55 ₹1,26,724.08 |
| 1.00 | OD107117/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification | 224 | sqm | 1,264.76 ₹2,83,306.24 Lowest | 1,334.38 ₹2,98,901.12 |
| 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) | 1.25 | cum | 10,013.54 ₹12,466.86 Lowest | 10,564.74 ₹13,153.1 |
| 1.00 | OD108561/2025-2026:Engaging man coolie | 6 | each | 1,228.82 ₹7,372.92 Lowest | 1,296.46 ₹7,778.76 |
Tender Value
₹3.9 L
EMD Value
₹9,797
Closing Date
18 Feb 2026, 3:00 pmClosed
ASSISTANT EXCECUTIVE ENGINEER
ASSISTANT EXCECUTIVE ENGINEER EDAPALLY ZONAL OFFICE
EYE/437785/2025 Sahrudaya Nagar Road Tiling Edappally KMC-Tiling of Sahrudaya Nagar road in Edappally zone KMC Div 30 (OLD DIV 37)-General Civil Work
2026_LSGD_835330_21
EYE2/7600/22
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAPALLY ZONAL OFFICE
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,156
₹9,797
12 Oct 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile relaying | |||||
| 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. | 224 | sqm | - | - |
| 1.002 | OD460573/2025-2026:(MD 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 by RAMMING to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material | 33.6 | cum | - | - |
| 1.003 | OD107117/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification | 224 | 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) | 1.25 | cum | - | - |
| 1.005 | OD108561/2025-2026:Engaging man coolie | 6 | each | - | - |
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