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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹14.4 LAccepted-AOC PALAKKAD | KERALA | 678001 | LI | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical VALLIYAR AROOR P O | AROOR | KERALA | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Augustine Dixon.E L2 | Athul Sanjai L3 | Abraham L5 | Ar C Designs and Construction L4 | BIJO KURIAKOSE L1 |
|---|---|---|---|---|---|---|---|---|
| 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. | 945 | sqm | 14.57 ₹13,768.65 | 12 ₹11,340 Lowest | 14.97 ₹14,146.65 | 14 ₹13,230 | 17 ₹16,065 |
| 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 | 97.65 | cum | 3,085.81 ₹3,01,329.35 | 2,400 ₹2,34,360 Lowest | 3,170.59 ₹3,09,608.11 | 3,100 ₹3,02,715 | 2,930 ₹2,86,114.5 |
| 1.00 | OD482869/2025-2026: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) | 882 | sqm | 1,025.06 ₹9,04,102.92 | 1,110 ₹9,79,020 | 1,053.17 ₹9,28,895.94 | 1,039 ₹9,16,398 | 1,000 ₹8,82,000 Lowest |
| 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) | 10.48 | cum | 8,703.1 ₹91,252 Lowest | 9,000 ₹94,365 | 8,942.11 ₹93,758.02 | 8,900 ₹93,316.5 | 8,900 ₹93,316.5 |
Tender Value
₹14.4 L
EMD Value
₹36,000
Closing Date
27 Feb 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Aroor GP
AROOR GRAMAPANCHAYTH 2025-26- PRO NO-487/25-26-High school Chalara Road Tiling in Ward-05
2026_LSGD_838438_1
CELSGD/TR/11808/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Aroor Gramapanchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹36,000
22 May 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.
4.1.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
OD482869/2025-2026: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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