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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC accepted |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC hire rate |
| Sl No | Description | Qty | Unit | ABDUL GAFOOR. K L1 | Abdul Nasar P L2 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 93 | sqm | 50 ₹4,650 | 55 ₹5,115 |
| 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 | 9.3 | cum | 3,335 ₹31,015.50 | 3,400 ₹31,620 |
| 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) | 13.95 | cum | 9,560 ₹1.3 L | 9,640 ₹1.3 L |
Tender Value
₹1.7 L
EMD Value
₹4,230
Closing Date
5 Mar 2026, 3:00 pmClosed
SARANYA T
LID AND EW SECTION THACHANATTUKARA GP
Annual Plan-345/25-26 NATTUKAL PALLI ROAD MAINTENANCE Ward 04 Thachanattukara GP
2026_LSGD_840599_3
05/2025-26/AE/LIDEW/TNKARA
Open Tender
Civil Works - Roads
180 days
THACHANATTUKARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,230
Yes
25 May 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
road concreting
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
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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