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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 L+₹3,872.14 (1.13%)Rejected-AOC | ₹3.5 L+₹3,872.14 (1.13%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.6 L+₹18,308.14 (5.33%)Rejected-AOC | ₹3.6 L+₹18,308.14 (5.33%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.7 L+₹21,606.18 (6.29%)Rejected-AOC | ₹3.7 L+₹21,606.18 (6.29%) | L4 | Rejected-AOC L4 |
| 5 | L4₹3.7 L+₹21,606.18 (6.29%)Rejected-AOC | ₹3.7 L+₹21,606.18 (6.29%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | BABU ANTONY L4 | GEORGE K T L4 | BIJEESH P.S L2 | Davis M. T L3 | ROBIN JOSE L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | ||||||||
| 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. | 253.5 | sqm | 16.01 ₹4,058.54 | 16.01 ₹4,058.54 | 12.9 ₹3,270.15 | 8 ₹2,028 Lowest | 12.77 ₹3,237.2 |
| 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. | 25.35 | cum | 1,800 ₹45,630 Lowest | 2,100 ₹53,235 | 2,004.64 ₹50,817.62 | 2,200 ₹55,770 | 1,982.28 ₹50,250.8 |
| 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) | 38.02 | cum | 8,300 ₹3,15,607.5 | 8,100 ₹3,08,002.5 | 7,717.94 ₹2,93,474.67 | 8,000 ₹3,04,200 | 7,631.87 ₹2,90,201.86 Lowest |
Tender Value
₹4.3 L
EMD Value
₹10,767
Closing Date
5 Mar 2026, 5:00 pmClosed
Assistant Engineer LID EW Section Meloor GP
O/oAssistant Engineer LID EW Section Meloor GP
E Tender P.NO.327/26-ATTUPURAM KADAVU ROAD RENOVATION WARD 17-CONCRETE ROAD - MELOOR GP
2026_LSGD_839770_4
ET7/AE/LSGD/MLR/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
MELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹950
Yes
₹10,767
Yes
1 Jun 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
CONCRETE ROAD
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.
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.
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)
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