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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹6.5 L | L1 | Accepted-AOC AGREEMENT EXCTD |
| 2 | L2₹6.6 L+₹11,205.76 (1.72%)Rejected-AOC | ₹6.6 L+₹11,205.76 (1.72%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹7.1 L+₹61,132.37 (9.41%)Rejected-Finance | ₹7.1 L+₹61,132.37 (9.41%) | L3 | Rejected-Finance 3RD BIDDER REJECT |
| Sl No | Description | Qty | Unit | HRM Enterprises L1 | SAYID SUHAIB C A L2 | MOHAMMED HANEEF L3 |
|---|---|---|---|---|---|---|
| 1.00Road improvements | ||||||
| 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. | 567 | sqm | 11.52 ₹6,531.84 Lowest | 11.76 ₹6,667.92 | 12.65 ₹7,172.55 |
| 1.00 | OD164910/2025-2026: Granular sub-base/base/surface course with available departmental 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. &lt;br&gt;(ii)
Using Gravel mix soil.(using departmental materials ) | 28.35 | cum | 146.65 ₹4,157.53 Lowest | 149.56 ₹4,240.03 | 160.84 ₹4,559.81 |
| 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. | 28.35 | cum | 1,795.12 ₹50,891.65 Lowest | 1,826.02 ₹51,767.67 | 1,963.96 ₹55,678.27 |
| 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) | 85.05 | cum | 6,907.9 ₹5,87,516.9 Lowest | 7,026.66 ₹5,97,617.43 | 7,557.49 ₹6,42,764.52 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 14.18 | cum | 40.92 ₹580.04 Lowest | 41.67 ₹590.67 | 44.81 ₹635.18 |
Tender Value
₹8.5 L
EMD Value
₹21,155
Closing Date
8 Oct 2025, 5:00 pmClosed
MANJULA NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
Annual Plan KUMBALA GP 2025-26- PR NO 113/26 PERAL SCHOOL POTTORI ROAD IMPROVEMENT-IN WARD 16-General Civil Work
2025_LSGD_802687_7
05/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,155
Yes
18 Aug 2026
26 Sept 2025
10 Oct 2025
26 Sept 2025
8 Oct 2025
26 Sept 2025
Amount
Road improvements
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.
OD164910/2025-2026: Granular sub-base/base/surface course with available departmental 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. &lt;br&gt;(ii) Using Gravel mix soil.(using departmental materials )
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
SAYID SUHAIB C A (BID ID -2379426)
MOHAMMED HANEEF (BID ID -2370672)
Bidder Name
MOHAMMED HANEEF
SAYID SUHAIB C A
HRM Enterprises
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