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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION |
| 2 | L2₹3.4 LRejected-AOC CHERAT KARUVISSERY P O PIN 673 010 | KARUVISSERY | KOZHIKODE | KERALA | 673010 | ₹3.4 L | L2 | Rejected-AOC AS PER PANCHAYATH COMMITTEE RESOLUTION |
| Sl No | Description | Qty | Unit | ABDUL BASHEER C L2 | RATHNAKARAN K L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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. | 63 | sqm | 15 ₹945 | 11.2 ₹705.6 |
| 1.00 | OD379624/2025-2026:Granular Sub-base with Departmental 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 | 3.15 | cum | 1,000 ₹3,150 | 438 ₹1,379.7 |
| 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. | 3.15 | cum | 2,000 ₹6,300 | 2,000 ₹6,300 |
| 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) | 47.23 | cum | 7,000 ₹3,30,575 | 7,000 ₹3,30,575 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
14 Nov 2025, 5:00 pmClosed
AE
AE,LID AND EW SECTION, KURUVATTUR GP
ROAD
2025_LSGD_820109_2
AE/LIDEW/KVR/5/2025-26
Open Tender
Civil Works - Roads
KURUVATTUR
9 documents required · 9 mandatory
₹935
Yes
₹10,593
Yes
11 Feb 2026
7 Nov 2025
17 Nov 2025
7 Nov 2025
14 Nov 2025
7 Nov 2025
Amount
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.
OD379624/2025-2026:Granular Sub-base with Departmental 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
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)
ABDUL BASHEER C (BID ID -2438964)
Bidder Name
ABDUL BASHEER C
RATHNAKARAN K
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