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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.6 L+₹6,873.53 (0.80%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹9.0 L+₹41,589.03 (4.87%)Rejected-Finance N V SADANAM P V EAST THODIYOOR PO | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | K RAVINDRAN L1 | P H SIDHEEK AHAMMED L2 | AJIKUMAR D L3 |
|---|---|---|---|---|---|---|
| 1.00road interlock tile | ||||||
| 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. | 462.75 | sqm | 14.69 ₹6,797.8 Lowest | 14.81 ₹6,853.33 | 15.4 ₹7,126.35 |
| 1.00 | 4.1.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 | 53.06 | cum | 3,062.5 ₹1,62,508.5 Lowest | 3,087.14 ₹1,63,816 | 3,211.51 ₹1,70,415.57 |
| 1.00 | OD319292/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504 | 640.6 | per sqm | 1,036.31 ₹6,63,860.19 Lowest | 1,044.64 ₹6,69,196.38 | 1,086.73 ₹6,96,159.24 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.57 | cum | 8,428.82 ₹21,670.5 Lowest | 8,496.62 ₹21,844.81 | 8,838.92 ₹22,724.86 |
Tender Value
₹9.3 L
EMD Value
₹23,292
Closing Date
6 Oct 2025, 3:00 pmClosed
Municipal Engineer
Karunagappally Municipality
223/25-26 TOPPERS JUNCTION- KALLINGAL KALUNK ROAD R E N N O V A T I O N D I V 1 3
2025_LSGD_803673_23
3267685-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
Yes
₹23,292
Yes
4 Nov 2025
29 Sept 2025
7 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
29 Sept 2025 - 6 Oct 2025
Amount
road interlock tile
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.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
OD319292/2025-2026:Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
P H SIDHEEK AHAMMED (BID ID -2375045)
AJIKUMAR D (BID ID -2375511)
Bidder Name
K RAVINDRAN
P H SIDHEEK AHAMMED
AJIKUMAR D
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