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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical AYILOOR PO PALAKKAD PIN 678510 | PALAKKAD | KERALA | 678510 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SAJINI S S L3 | Anand j das L1 | AJIN M L2 | AJMAL A L5 | SANDEEP S T L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Interlock | ||||||||
| 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. | 1,032 | sqm | 12.72 ₹13,127.04 | 12.31 ₹12,703.92 Lowest | 12.43 ₹12,827.76 | 13.25 ₹13,674 | 12.5 ₹12,900 |
| 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. | 103.2 | cum | 1,975.2 ₹2,03,840.64 | 1,910.46 ₹1,97,159.47 Lowest | 1,928.74 ₹1,99,045.97 | 2,056.44 ₹2,12,224.61 | 2,485 ₹2,56,452 |
| 1.00 | OD183091/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm incluing providing a layer of 6mm aggregate for 5cm thickness as per asper drawing and Technical Specification Clause 1504 | 1,032 | sqm | 1,021.47 ₹10,54,157.04 | 987.5 ₹10,19,100 Lowest | 997.45 ₹10,29,368.4 | 1,063.48 ₹10,97,511.36 | 1,013 ₹10,45,416 |
| 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) | 6.46 | cum | 7,306.1 ₹47,168.18 | 7,066.64 ₹45,622.23 Lowest | 7,134.25 ₹46,058.72 | 7,606.61 ₹49,108.27 | 7,212 ₹46,560.67 |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
3 Oct 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Annual Plan-Proj.no.1816 /27 Maintenance of Amirthanagar Road in Pappanamcode ward - nemom zonal
2026_LSGD_872369_5
AEE5/NE/26-27(7)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
8 Oct 2026
24 Sept 2026
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock | |||||
| 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. | 1,032 | 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. | 103.2 | cum | - | - |
| 1.003 | OD183091/2026-2027:Interlocking and Tiling - Interlock concrete block pavement providing and laying of interlocking concrete block pavement having thickness 80mm incluing providing a layer of 6mm aggregate for 5cm thickness as per asper drawing and Technical Specification Clause 1504 | 1,032 | 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) | 6.46 | cum | - | - |
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