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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC Agreement executed on 19-08-2026 |
| 2 | L2₹1.5 L+₹7,600.78 (5.17%)Rejected-AOC | ₹1.5 L+₹7,600.78 (5.17%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical NOT AVAILABLE | NA | NA | 121004 | - | - | Rejected-Technical NOt Lowest |
| Sl No | Description | Qty | Unit | PALAKKAD DISTRICT CONTRACTORS CO OP SOCIETY L1 | MUHAMMED SHAREEF L2 | SURESH BABU K L3 |
|---|---|---|---|---|---|---|
| 1.00road concrete | ||||||
| 1.00 | OD428470/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of disposal of rubbish,lead up to 50m and lift up to 1.5m in all kinds of soil | 102 | sqm | 29.52 ₹3,011.04 Lowest | 31.05 ₹3,167.1 | 32.89 ₹3,354.78 |
| 1.00 | OD525803/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
(i) Using naturally occuring gravel | 9.72 | cum | 761.34 ₹7,400.22 Lowest | 800.67 ₹7,782.51 | 848.05 ₹8,243.05 |
| 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 | 9 | cum | 2,681.98 ₹24,137.82 Lowest | 2,820.51 ₹25,384.59 | 2,987.4 ₹26,886.6 |
| 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) | 13.5 | cum | 7,684.47 ₹1,03,740.35 Lowest | 8,081.37 ₹1,09,098.5 | 8,559.56 ₹1,15,554.06 |
| 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) | 1.2 | cum | 7,381.53 ₹8,857.84 Lowest | 7,762.79 ₹9,315.35 | 8,222.12 ₹9,866.54 |
Tender Value
₹2.2 L
EMD Value
₹5,403
Closing Date
5 Jun 2026, 5:00 pmClosed
JAYASREE T U
AE Mannarkkad Municipality
VADAKKUMPURAM ANGHANAVADI ROAD CONCRETE PROJECT NO 594
2026_LSGD_853011_5
1/2026-27/AE/LID EW/MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,403
Yes
20 Aug 2026
26 May 2026
8 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete | |||||
| 1.001 | OD428470/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of disposal of rubbish,lead up to 50m and lift up to 1.5m in all kinds of soil | - | sqm | - | - |
| 1.002 | OD525803/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
(i) Using naturally occuring gravel | - | cum | - | - |
| 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 | - | 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) | - | cum | - | - |
| 1.005 | 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 | cum | - | - |
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