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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹22.4 L+₹1.8 L (8.51%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L2 | M.V.SAKKEER HUSSAIN L4 | ABUTHAHIR.M.V L5 | AJITHA KUMARI L3 | safeel L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00NAYOOR PULLARAPADI ROAD | ||||||||
| 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. | 467.5 | sqm | 14 ₹6,545 | 16.01 ₹7,484.68 | 16.01 ₹7,484.68 | 16 ₹7,480 | 13.02 ₹6,086.85 Lowest |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 46.75 | cum | 2,800 ₹1,30,900 | 3,337.88 ₹1,56,045.89 | 3,500 ₹1,63,625 | 3,337 ₹1,56,004.75 | 2,717 ₹1,27,019.75 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) | 67.58 | cum | 8,400 ₹5,67,630 | 9,563.75 ₹6,46,270.41 | 9,563.75 ₹6,46,270.41 | 9,563 ₹6,46,219.73 | 7,784 ₹5,26,003.8 Lowest |
| 1.00 | OD200058/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/quarry muck spreading in
layers, levelling the top at site and consolidation by ramming etc. complete | 8.25 | cum | 825 ₹6,806.25 | 939.64 ₹7,752.03 | 939.64 ₹7,752.03 | 939 ₹7,746.75 | 764.3 ₹6,305.48 Lowest |
| 1.00 | OD452880/2024-2025:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 4,388 ₹4,388 | 4,988.37 ₹4,988.37 | 4,988.37 ₹4,988.37 | 4,890 ₹4,890 | 4,060 ₹4,060 Lowest |
| 2.00Muthuvilayamkunn mezhikunn road | ||||||||
| 2.00 | 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. | 267 | sqm | 14 ₹3,738 | 16.01 ₹4,274.67 | 16.01 ₹4,274.67 | 14 ₹3,738 | 13.02 ₹3,476.34 Lowest |
| 2.00 | 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 | 29.37 | cum | 2,900 ₹85,173 | 3,144.42 ₹92,351.62 | 3,500 ₹1,02,795 | 2,900 ₹85,173 | 2,717 ₹79,798.29 Lowest |
| 2.00 | OD454213/2024-2025:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 229.5 | sqm | 920 ₹2,11,140 | 1,072.7 ₹2,46,184.65 | 1,072.7 ₹2,46,184.65 | 920 ₹2,11,140 | 872.6 ₹2,00,261.7 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
1 Nov 2025, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
LAC-ADS-THRITHALA LAC-2024-25- DIFFERENT ROAD WORKS IN ANAKARA GP.-
2025_LSGD_814604_23
10/ET/EE/2025-26 DT-24.10.25
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
31 Jan 2026
27 Oct 2025
3 Nov 2025
27 Oct 2025
1 Nov 2025
27 Oct 2025
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