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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 LRejected-Finance | ₹4.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 LRejected-Finance KOLLAM | KOLLAM | KERALA | 689694 | ₹4.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Ashokkumar.k L3 | YGNCONTRACTORS L1 | FASALUDEEN 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. | 54.6 | cum | 73.46 ₹4,010.92 | 60.22 ₹3,288.01 | 62.83 ₹3,430.52 |
| 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 | 27.3 | cum | 3,668.33 ₹1.0 L | 3,007.43 ₹82,102.84 | 3,137.61 ₹85,656.75 |
| 1.00 | OD220945/2025-2026:Mord:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings
and Technical Specification Clause 1504. | 263.9 | sqm | 1,241.29 ₹3.3 L | 1,017.65 ₹2.7 L | 1,061.7 ₹2.8 L |
| 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) | 2.24 | cum | 10,096.22 ₹22,615.53 | 8,277.24 ₹18,541.02 | 8,635.53 ₹19,343.59 |
| 1.00 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.1 | sqm | 9,872.32 ₹10,859.55 | 8,093.68 ₹8,903.05 | 8,444.02 ₹9,288.42 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
2 Mar 2026, 5:00 pmClosed
Municipal Engineer
Karunagappally Municipality
MPLADS/2025-26 Concreting of Kolassery Junction Perumana Junction Karunagapally Muncipality Div 25
2026_LSGD_837119_13
3267685-2025
Open Tender
Civil Works - Roads
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
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.
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
OD220945/2025-2026:Mord:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm 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)
10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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