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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹3.5 L+₹44,235.19 (14.3%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.7 L+₹61,960.48 (20.0%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.1 L+₹1.0 L (32.4%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SUNIL M L3 | HABEEB H L2 | SUMESH S L1 | MATHEW ABRAHAM L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||||
| 1.00 | OD426185/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITH POWER ROLLER) | 24.88 | cum | 1,236.2 ₹30,750.48 | 1,177.14 ₹29,281.36 | 1,126 ₹28,009.25 Lowest | 1,370 ₹34,078.75 |
| 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. | 23 | cum | 2,183.5 ₹50,220.5 | 2,079.17 ₹47,820.91 | 1,192 ₹27,416 Lowest | 2,400 ₹55,200 |
| 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) | 34.5 | cum | 8,406.5 ₹2,90,024.25 | 8,004.86 ₹2,76,167.67 | 7,351 ₹2,53,609.5 Lowest | 9,275 ₹3,19,987.5 |
Tender Value
₹4.2 L
EMD Value
₹10,552
Closing Date
6 Feb 2026, 5:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SECTION PURAKKAD ALAPPUZHA PIN 688561
Project N0 274 Kairali Puthenparamb Road construction ward 1-in Purakkad Gp
2026_LSGD_831571_5
06/ET/AE/PKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Purakkad
Please refer Tender documents.
9 documents required · 9 mandatory
₹930
Yes
₹10,552
Yes
13 Apr 2026
29 Jan 2026
9 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
ROAD CONSTRUCTION
OD426185/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITH POWER ROLLER)
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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