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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | ₹9.1 L | L1 | Accepted-AOC Agreement executed on 19/08/2026 |
| 2 | L2₹9.5 L+₹40,572.79 (4.46%)Rejected-AOC | ₹9.5 L+₹40,572.79 (4.46%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOt Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOt Lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOt Lowest |
| Sl No | Description | Qty | Unit | arjun L4 | NOUFAL K L1 | NESAMANI J L3 | MUHAMMED SAHEER L6 | karthikeyan L5 | M.T. BALACHANDRAN L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX.A- ROAD CONCRETE AND WIDENING | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 314.64 | sqm | 13.6 ₹4,279.1 | 12.55 ₹3,948.73 Lowest | 13.6 ₹4,279.1 | 14.89 ₹4,684.99 | 14 ₹4,404.96 | 13.11 ₹4,124.93 |
| 1.00 | OD423826/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5 meter in all kinds of soil | 331.2 | sqm | 31.25 ₹10,350 | 28.81 ₹9,541.87 Lowest | 31.23 ₹10,343.38 | 34.18 ₹11,320.42 | 30 ₹9,936 | 30.09 ₹9,965.81 |
| 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 | 64.58 | cum | 2,837.86 ₹1,83,280.35 | 2,616.89 ₹1,69,009.22 Lowest | 2,837.19 ₹1,83,237.08 | 3,104.23 ₹2,00,483.59 | 2,900 ₹1,87,293.6 | 2,733.72 ₹1,76,554.57 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 96.88 | cum | 8,131.1 ₹7,87,708.44 | 7,497.98 ₹7,26,374.31 Lowest | 8,129.18 ₹7,87,522.44 | 8,894.29 ₹8,61,643.24 | 8,400 ₹8,13,758.4 | 7,832.71 ₹7,58,801.61 |
Tender Value
₹11.6 L
EMD Value
₹2,760
Closing Date
25 Mar 2026, 5:00 pmClosed
JAYASREE T U
ASSIS.ENGINEER MANNARKKAD MUNICIPALITY
Annual Plan MANNARKKAD MUNCIPALITY 2025 26 POTHOZHIKKAV LAKSHAMVEED AMBALAVATTA ROAD RENOVATION WARD NO 29 PRO NO 599
2026_LSGD_847251_7
8 2025 26 AE LID EW MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹28,982
Yes
₹2,760
Yes
19 Aug 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX.A- ROAD CONCRETE AND WIDENING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1 | sqm | - | - |
| 1.002 | OD423826/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5 meter in all kinds of soil | 1 | sqm | - | - |
| 1.003 | 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 | 0.6 | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.4 | cum | - | - |
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