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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L | L1 | Accepted-AOC Agreement executed on 19/08/2026 |
| 2 | L2₹2.7 L+₹1,355.61 (0.50%)Rejected-AOC | ₹2.7 L+₹1,355.61 (0.50%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOt Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOt Lowest |
| Sl No | Description | Qty | Unit | PALAKKAD DISTRICT CONTRACTORS CO OP SOCIETY L1 | NOUFAL K L2 | NESAMANI J L3 | karthikeyan L4 |
|---|---|---|---|---|---|---|---|
| 1.00APPENDIX.A-PANDIKKAD ROAD BILINE CONCRETE | |||||||
| 1.00 | OD192650/2025-2026: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 | 54 | sqm | 29.28 ₹1,581.12 Lowest | 29.43 ₹1,589.22 | 32.7 ₹1,765.8 | 33 ₹1,782 |
| 1.00 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 5.4 | cum | 2,660.29 ₹14,365.57 Lowest | 2,673.64 ₹14,437.66 | 2,970.71 ₹16,041.83 | 3,000 ₹16,200 |
| 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) | 8.1 | cum | 7,622.3 ₹61,740.63 Lowest | 7,660.56 ₹62,050.54 | 8,511.73 ₹68,945.01 | 8,800 ₹71,280 |
| 2.00APPENDIX.B-ST.ANTONYS ROAD CONCRETE | |||||||
| 2.00 | OD193424/2025-2026: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 | 113.4 | sqm | 29.28 ₹3,320.35 Lowest | 29.43 ₹3,337.36 | 32.7 ₹3,708.18 | 33 ₹3,742.2 |
| 2.00 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 11.34 | cum | 2,660.29 ₹30,167.69 Lowest | 2,673.64 ₹30,319.08 | 2,970.71 ₹33,687.85 | 3,000 ₹34,020 |
| 2.00 | 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) | 17.01 | cum | 7,622.3 ₹1,29,655.32 Lowest | 7,660.56 ₹1,30,306.13 | 8,511.73 ₹1,44,784.53 | 8,800 ₹1,49,688 |
| 3.00APPENDIX.C- B.P.L.COLONY ROAD SIDE CONCRETE | |||||||
| 3.00 | OD193585/2025-2026: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 | 20.25 | sqm | 29.28 ₹592.92 Lowest | 29.43 ₹595.96 | 32.7 ₹662.18 | 33 ₹668.25 |
Tender Value
₹3.4 L
Closing Date
25 Mar 2026, 5:00 pmClosed
JAYASREE T U
ASSIS.ENGINEER MANNARKKAD MUNICIPALITY
Annual Plan MANNARKKAD MUNCIPALITY 2025 26 ROAD CONCRETE RECONCRETE WORKS IN KULARMUNDA WARD NO 02 PRO NO 541
2026_LSGD_847251_4
8 2025 26 AE LID EW MKDMNCP
Open Tender
Civil Works - Others
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,468
Yes
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-PANDIKKAD ROAD BILINE CONCRETE | |||||
| 1.001 | OD192650/2025-2026: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 | - | sqm | - | - |
| 1.002 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 2APPENDIX.B-ST.ANTONYS ROAD CONCRETE | |||||
| 2.001 | OD193424/2025-2026: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 | - | sqm | - | - |
| 2.002 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 2.003 | 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) | - | cum | - | - |
| 3APPENDIX.C- B.P.L.COLONY ROAD SIDE CONCRETE | |||||
| 3.001 | OD193585/2025-2026: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 | - | sqm | - | - |
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