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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH AMOUNT |
| 3 | Rejected-Technical | - | - | Rejected-Technical high amount |
| Sl No | Description | Qty | Unit | N C SEBASTIAN L3 | V P SEBASTIAN L2 | GEO MATHEW L1 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 89.1 | cum | 59.1 ₹5,265.81 | 58.28 ₹5,192.75 | 55.2 ₹4,918.32 Lowest |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 3 | cum | 2,925.71 ₹8,777.13 | 2,884.82 ₹8,654.46 | 2,732.65 ₹8,197.95 Lowest |
| 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) | 44.55 | cum | 8,237.95 ₹3,67,000.67 | 8,122.81 ₹3,61,871.19 | 7,694.35 ₹3,42,783.29 Lowest |
| 1.00 | OD229996/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR) | 0.32 | cum | 5,719.52 ₹1,818.81 | 5,639.57 ₹1,793.38 | 5,342.1 ₹1,698.79 Lowest |
| 1.00 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 2.5 | sqm | 325.64 ₹814.1 | 321.4 ₹803.5 | 304.8 ₹762 Lowest |
| 1.01 | OD229786/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in name board and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.
Area less than 0.50 sqm. (Modified 16.86.1 of DAR) | 0.54 | sqm | 4,737.14 ₹2,558.06 | 4,670.93 ₹2,522.3 | 4,424.55 ₹2,389.26 Lowest |
| 1.01 | OD229785/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | 475 | per Letter per cm height | 9.8 ₹4,655 | 9.66 ₹4,588.5 | 9.15 ₹4,346.25 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
24 Jul 2026, 5:00 pmClosed
Secretary
Taliparamba Block Panchayath
MP LADS 2025-26-Honorable Sri. Sandosh Kumar P (RS) - Construction of Mailampetty School Road Naduvil GP (Ch 0/206 to 0/305 km) in Kannur District
2026_CRD_860834_8
LSGD/TPB/KNR/2-2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Taliparamba Block Panchayath
Refer tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,589
Yes
24 Aug 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.002 | 4.1.A.2: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. (ii) For Grading II 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 | - | - |
| 1.004 | OD229996/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR) | - | cum | - | - |
| 1.005 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | - | - |
| 1.006 | OD229786/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in name board and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.
Area less than 0.50 sqm. (Modified 16.86.1 of DAR) | - | sqm | - | - |
| 1.007 | OD229785/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | - | per Letter per cm height | - | - |
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