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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 LRejected-Finance K K HOUSE PANMANA | ₹2.2 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹2.2 LRejected-Finance | ₹2.2 L | L3 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | FASALUDEEN L1 | VINOD P L3 | ALTHAF M L2 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCK | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 13.65 | cum | 64.4 ₹879.06 | 65.38 ₹892.44 | 62 ₹846.30 |
| 1.00 | OD382922/2025-2026::Filling up low lying and water logged areas with local material/ quarry
muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving
the CBR value of subgrade | 6.93 | cum | 871.74 ₹6,041.16 | 885 ₹6,133.05 | 885 ₹6,133.05 |
| 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 | 14.57 | cum | 3,070.85 ₹44,739.21 | 3,117.58 ₹45,420.02 | 3,116 ₹45,397 |
| 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) | 18.9 | cum | 8,798.65 ₹1.7 L | 8,932.54 ₹1.7 L | 8,928 ₹1.7 L |
Updated dates
Tender Value
₹2.4 L
EMD Value
₹5,922
Closing Date
2 Mar 2026, 5:00 pmClosed
Municipal Engineer
Karunagappally Municipality
PRO NO 194 /2025- 26CHEMBAKASSERI JUNCTION TO KARINILATHU JUNTION DIV 33- Karunagappally municipality 2024-2025 CHEMBAKASSERI JUNCTION TO KARINILATHU JUNTION DIV 33
2025_LSGD_819537_2
3267685-2025
Open Tender
Civil Works - Roads
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,922
Yes
2 Jun 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
18 Feb 2026 - 2 Mar 2026
INTERLOCK
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD382922/2025-2026::Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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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