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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANAKKAL LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD NO. T.2170 L3 | SIBIN B S L1 | MAHESH M V L4 | SYAM KUMAR S L2 |
|---|---|---|---|---|---|---|---|
| 1.00road concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 207.6 | sqm | 15 ₹3,114 | 12.4 ₹2,574.24 Lowest | 13.4 ₹2,781.84 | 13.33 ₹2,767.31 |
| 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 | 9 | cum | 3,240 ₹29,160 | 2,600 ₹23,400 Lowest | 2,795 ₹25,155 | 2,778.37 ₹25,005.33 |
| 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) | 31.14 | cum | 7,868 ₹2,45,009.52 | 7,450 ₹2,31,993 Lowest | 8,010 ₹2,49,431.4 | 7,967.66 ₹2,48,112.93 |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
11 Mar 2026, 4:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, Vembayam Grama Panchayat, Vettinadu, Konchira P O, Thiruvananthapuram - 695 615
Vembayam GP - S061/26 - Perumkoor - Kallarachira Road Concrete - Perumkoor Ward
2026_LSGD_843430_1
310/AE/LID AND EW/VBM/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Vembayam
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,463
Yes
7 Aug 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 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 | - | - |
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