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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical VALLIYAR AROOR P O | AROOR | KERALA | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Augustine Dixon.E L4 | Ar C Designs and Construction L1 | ARUNKUMAR.A L3 | BIJO KURIAKOSE L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tiling | |||||||
| 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. | 315 | sqm | 15.04 ₹4,737.6 | 15 ₹4,725 | 14.57 ₹4,589.55 Lowest | 17 ₹5,355 |
| 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. | 24 | cum | 2,335.03 ₹56,040.72 | 2,100 ₹50,400 Lowest | 3,085.82 ₹74,059.68 | 2,100 ₹50,400 Lowest |
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 42 | cum | 3,186.55 ₹1,33,835.1 | 3,050 ₹1,28,100 | 2,614.21 ₹1,09,796.82 Lowest | 3,000 ₹1,26,000 |
| 1.00 | OD483982/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1) | 378 | sqm | 1,057.79 ₹3,99,844.62 | 1,020 ₹3,85,560 Lowest | 1,050 ₹3,96,900 | 1,038 ₹3,92,364 |
| 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) | 4.71 | cum | 8,988.92 ₹42,337.81 | 8,900 ₹41,919 | 6,703 ₹31,571.13 Lowest | 8,500 ₹40,035 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
27 Feb 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Aroor GP
AROOR GRAMAPANCHAYT 2025-26 PRO NO-513/25-26 Vattakkery karshaka road maintanence ward-08 and 09
2026_LSGD_838397_1
CELSGD/TR/12118/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Aroor Gramapanchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
₹16,948
4 Apr 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
Road Tiling
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.
4.1.A.3: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> (iii) For Grading III Material
OD483982/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1)
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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