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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance | ₹9.8 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | AJIN M L2 | sarathchandran L4 | RADHAKRISHNAN K L5 | SANDEEP S T L3 | VIPIN K.S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||||
| 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. | 481 | sqm | 12.09 ₹5,815.29 | 12.26 ₹5,897.06 | 12.79 ₹6,151.99 | 15 ₹7,215 | 11.77 ₹5,661.37 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. | 59.7 | cum | 1,876.95 ₹1,12,053.92 | 1,903.61 ₹1,13,645.52 | 1,985.1 ₹1,18,510.47 | 1,900 ₹1,13,430 | 1,828.2 ₹1,09,143.54 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) | 119.4 | cum | 7,227.6 ₹8,62,975.44 | 7,330.25 ₹8,75,231.85 | 7,644.06 ₹9,12,700.76 | 7,300 ₹8,71,620 | 7,039.85 ₹8,40,558.09 Lowest |
| 1.00 | OD107563/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | 796 | sqm | 26.61 ₹21,181.56 | 26.99 ₹21,484.04 | 28.14 ₹22,399.44 | 20 ₹15,920 Lowest | 25.9 ₹20,616.4 |
Tender Value
₹13.6 L
EMD Value
₹33,884
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
PRO No-768/27 -KALLIYIKAL ROAD KALLIYIKAL SAMADIPURA LANE ROAD RENNOVATION CONCRETE INTERLOCK IN NEMOM WARD
2026_LSGD_863437_3
01/AEE5/LID AND EW TMC 2026-27(5)
Open Tender
Civil Works - Roads
Item Rate
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,884
Yes
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 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. | - | sqm | - | - |
| 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. | - | 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) | - | cum | - | - |
| 1.004 | OD107563/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | - | sqm | - | - |
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