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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.7 L+₹23,080.30 (4.20%)Rejected-Finance | ₹5.7 L+₹23,080.30 (4.20%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.8 L+₹27,470.80 (5.00%)Rejected-Finance | ₹5.8 L+₹27,470.80 (5.00%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.8 L+₹33,619.63 (6.12%)Rejected-Finance | ₹5.8 L+₹33,619.63 (6.12%) | L4 | Rejected-Finance L4 |
| 5 | L5₹5.9 L+₹40,720.48 (7.42%)Rejected-Finance NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | ₹5.9 L+₹40,720.48 (7.42%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NIDHIN JOHN L5 | REJI T.A L4 | SASI R L3 | DEEPTI AJAYKUMAR L2 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L6 | GEORGE M Y L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 60.05 | cum | 59.65 ₹3,582.16 | 57.5 ₹3,453.05 | 58.31 ₹3,501.69 | 60 ₹3,603.18 | 63.91 ₹3,837.99 | 55 ₹3,302.92 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 40.03 | cum | 2,161.14 ₹86,521.24 | 2,137 ₹85,554.8 | 2,112.7 ₹84,581.94 | 2,200 ₹88,077 | 2,316.09 ₹92,724.66 | 2,012 ₹80,550.42 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) | 60.05 | cum | 8,320 ₹4,99,640.96 | 8,220 ₹4,93,635.66 | 8,133 ₹4,88,411.05 | 8,000 ₹4,80,424 | 8,913.42 ₹5,35,277.61 | 7,746 ₹4,65,170.54 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
16 Jul 2026, 1:00 pmClosed
Assistant Engineer
Assistant Engineer,Nadathara
Nadathara GP 187/2026-27 Ayyankulam pond road Construction
2026_LSGD_859293_1
08/AE/LSGD/NDA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,495
Yes
₹16,947
Yes
1 Sept 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | 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 | - | - |
stage.html
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tech_eval.pdf
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ayyankulamsbd.pdf
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