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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | L1 | Accepted-AOC AS PER RESALUTION | |
| 2 | L2₹2.3 L+₹7,309 (3.24%)Rejected-AOC | L2 | Rejected-AOC AS PER RESALUTION |
| Sl No | Description | Qty | Unit | NISHAD P A L1 | REMESAN. T.R L2 |
|---|---|---|---|---|---|
| 1.00TILE | |||||
| 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 | 11.47 | cum | 3,300 ₹37,867.5 Lowest | 3,438.02 ₹39,451.28 |
| 1.00 | OD470122/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the
direction of Engineer-in-charge | 153 | sqm | 1,160 ₹1,77,480 Lowest | 1,195.14 ₹1,82,856.42 |
| 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) | 1.12 | cum | 9,150 ₹10,211.4 Lowest | 9,462.33 ₹10,559.96 |
Tender Value
₹2.3 L
EMD Value
₹5,652
Closing Date
23 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
O/o The ASSISTANT ENGINEER, LIDEW SECTION CHOORNIKKARA GP
TILE
2026_LSGD_836582_1
54/AE/C/25-26
Open Tender
Civil Works - Roads
Item Rate
CHOORNIKKARA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹5,652
27 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
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
OD470122/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
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)
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