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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹7.6 L+₹35,008.12 (4.80%)Accepted-Finance | ₹7.6 L+₹35,008.12 (4.80%) | L3 | Accepted-Finance ELIGIBLE FOR AOC |
| 2 | L1₹7.3 LRejected-Finance N A | NA | NA | 121004 | ₹7.3 L | L1 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| 3 | L2₹7.5 L+₹24,077.58 (3.30%)Rejected-Finance PULPRAIL HOUSE NELLAD PO | TIRUVANNAMALAI | TAMIL NADU | 604407 | ₹7.5 L+₹24,077.58 (3.30%) | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| 4 | L4₹7.7 L+₹37,958.46 (5.20%)Rejected-Finance CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | ₹7.7 L+₹37,958.46 (5.20%) | L4 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| Sl No | Description | Qty | Unit | GEORGE JOSEPH L4 | Aemond Ventures Pvt Ltd L1 | CHEMBARAKEY LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED L3 | Nikhil T P L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A | |||||||
| 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. | 378.2 | sqm | 14.61 ₹5,525.16 | 14 ₹5,294.8 Lowest | 14 ₹5,294.8 Lowest | 14.34 ₹5,423.39 |
| 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 | 13.75 | cum | 3,045.82 ₹41,879.96 | 2,900 ₹39,875 Lowest | 3,037 ₹41,758.75 | 2,990.74 ₹41,122.68 |
| 1.00 | OD19333/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer?in-charge. | 585.6 | sqm | 1,058.8 ₹6,20,033.92 | 1,000 ₹5,85,600 Lowest | 1,055 ₹6,17,808 | 1,039.65 ₹6,08,819.04 |
| 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) | 7.07 | cum | 8,382.89 ₹59,300.57 | 8,400 ₹59,421.6 | 8,359 ₹59,131.57 | 8,231.31 ₹58,228.29 Lowest |
| 1.00 | OD19401/2026-2027:Providing and Laying of interlocking concrete block pavement using Departmental 80 mm M40 hydraulic block of approved size design and shape laid required pattern compacted bed of 6 mm stone aggregate etc complete as per Engineer in Charge. | 150.8 | 1 sqm | 269.35 ₹40,618.25 | 260 ₹39,208 Lowest | 268 ₹40,414.4 | 264.48 ₹39,883.58 |
Tender Value
₹8.4 L
EMD Value
₹21,024
Closing Date
12 Jun 2026, 2:00 pmClosed
AE-LID EW
AE RAYAMANGALAM
Paver block laying
2026_LSGD_854185_1
40/AE/LID-EW/RYM-2026-27
Open Tender
Civil Works - Roads
Item Rate
45 days
Rayamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,855
Yes
₹21,024
Yes
31 Aug 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A | |||||
| 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 | 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 | - | - |
| 1.003 | OD19333/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD19401/2026-2027:Providing and Laying of interlocking concrete block pavement using Departmental 80 mm M40 hydraulic block of approved size design and shape laid required pattern compacted bed of 6 mm stone aggregate etc complete as per Engineer in Charge. | - | 1 sqm | - | - |
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