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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.0 LAccepted-AOC | ₹22.0 L | 1 | Accepted-AOC agreement executed |
| 2 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Smitha Biju L1 | FAISAL RASHEED L2 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 52.83 | cum | 454.5 ₹24,008.96 Lowest | 500 ₹26,412.5 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 17.53 | cum | 1,834.08 ₹32,144.09 Lowest | 2,000 ₹35,052 |
| 1.00 | OD58778/2026-2027:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC
1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 11.1 | cum | 9,195.92 ₹1,02,083.91 Lowest | 10,000 ₹1,11,010 |
| 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 | 99.98 | cum | 3,337.88 ₹3,33,721.24 Lowest | 3,500 ₹3,49,930 |
| 1.00 | OD58780/2026-2027:(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. | 1,333 | sqm | 1,160.33 ₹15,46,719.89 Lowest | 1,200 ₹15,99,600 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.87 | cum | 9,554.21 ₹36,974.79 Lowest | 10,000 ₹38,700 |
| 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) | 13.89 | cum | 9,186.73 ₹1,27,603.68 Lowest | 10,000 ₹1,38,900 |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-205/27- Intelock tile paving in Kureethara paramp road in div 70
2026_LSGD_860041_18
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
3 Sept 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | - | cum | - | - |
| 1.002 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1 | cum | - | - |
| 1.003 | OD58778/2026-2027:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC
1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD58780/2026-2027:(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 | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 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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