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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | BISIL DAS K L1 | SELVARAJ A L6 | SHIBU JOSE G L2 | ReneeshJeo L4 | Anil kumar .C L5 | ANOOP A S L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road works | |||||||||
| 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. | 416.76 | sqm | 11.6 ₹4,834.42 Lowest | 13.64 ₹5,684.61 | 12.22 ₹5,092.81 | 12.82 ₹5,342.86 | 13.59 ₹5,663.77 | 12.78 ₹5,326.19 |
| 1.00 | OD275232/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 41.68 | cum | 338 ₹14,086.49 Lowest | 395.8 ₹16,495.36 | 354.56 ₹14,776.64 | 371.98 ₹15,502.64 | 394.38 ₹16,436.18 | 370.69 ₹15,448.88 |
| 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. | 41.68 | cum | 1,808.4 ₹75,366.88 Lowest | 2,117.12 ₹88,233.09 | 1,896.5 ₹79,038.53 | 1,989.67 ₹82,921.49 | 2,109.51 ₹87,915.94 | 1,982.82 ₹82,636.01 |
| 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) | 64.3 | cum | 6,963.64 ₹4,47,755.09 Lowest | 8,152.43 ₹5,24,193.1 | 7,302.87 ₹4,69,567.24 | 7,661.66 ₹4,92,637.08 | 8,123.1 ₹5,22,307.21 | 7,635.27 ₹4,90,940.23 |
Tender Value
₹7.6 L
EMD Value
₹19,025
Closing Date
7 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer SOUTH
TVM CORPORATION
Project no.749/27- JANAKI KALYANAMANDAPAM ROAD CONCRETING IN THIRUVALLOM WARD
2026_LSGD_884461_3
EES/TENDER/2026-27(07)
Open Tender
Civil Works - Roads
Item Rate
180 days
TVM CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,680
Yes
₹19,025
Yes
13 Nov 2026
2 Nov 2026
9 Nov 2026
2 Nov 2026
7 Nov 2026
2 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road works | |||||
| 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. | 416.76 | sqm | - | - |
| 1.002 | OD275232/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 41.68 | cum | - | - |
| 1.003 | 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. | 41.68 | cum | - | - |
| 1.004 | 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) | 64.3 | cum | - | - |
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