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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC | ₹46.1 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | DON V JOSE L2 | K H LATHEEF L1 |
|---|---|---|---|---|---|
| 1.00MLA Fund | |||||
| 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. | 1,600 | sqm | 16 ₹25,600 Lowest | 20 ₹32,000 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 422.4 | cum | 16 ₹6,758.4 Lowest | 1,900 ₹8,02,560 |
| 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 | 256 | cum | 3,290 ₹8,42,240 | 2,500 ₹6,40,000 Lowest |
| 1.00 | OD190381/2025-2026:Providing and Laying of Interlocking Concrete BlockPavements using 100 mm M40 hydraulic blocks ofapproved size, design & shape, laid in required patternover and including a compacted bed of 6mm stoneaggregate of 75mm average thickness, etc. all completeas per the direction of Engineer- in-charge | 2,280 | sqm | 1,360 ₹31,00,800 | 1,100 ₹25,08,000 Lowest |
| 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) | 71.67 | cum | 9,000 ₹6,45,030 | 8,800 ₹6,30,696 Lowest |
Tender Value
₹46.6 L
EMD Value
₹50,000
Closing Date
4 Oct 2025, 2:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
refer tender document
2025_LSGD_787797_2
ET40/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
12 Nov 2025
23 Sept 2025
4 Oct 2025
23 Sept 2025
4 Oct 2025
23 Sept 2025
Amount
MLA Fund
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.
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
OD190381/2025-2026:Providing and Laying of Interlocking Concrete BlockPavements using 100 mm M40 hydraulic blocks ofapproved size, design & shape, laid in required patternover and including a compacted bed of 6mm stoneaggregate of 75mm average thickness, etc. all completeas per the direction of Engineer- in-charge
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)
DON V JOSE (BID ID -2372199)
Bidder Name
K H LATHEEF
DON V JOSE
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