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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/114/25-26 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AHAMMED K.K. L1 | MPB L2 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 211.75 | sqm | 38.11 ₹8,069.79 Lowest | 45 ₹9,528.75 |
| 1.00 | OD271744/2025-2026:Departmental-Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired
density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii)
Using Gravel mix soil.(modified 4.11.2) | 15.88 | cum | 152.44 ₹2,420.9 Lowest | 180 ₹2,858.58 |
| 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 | 7.37 | cum | 2,502.56 ₹18,441.36 Lowest | 2,800 ₹20,633.2 |
| 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) | 44.15 | cum | 7,144.42 ₹3,15,397.57 Lowest | 7,700 ₹3,39,924.2 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
20 Sept 2025, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1308-26 -Mundakkulam Mele Kizhisseri Road Improvement- Kuzhimanna-General Civil Work
2025_LSGD_795921_18
DB1/TN/AEE/27/25-26
Open Tender
Civil Works - Roads
Item Rate
330 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,062
₹10,585
Yes
28 Nov 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
20 Sept 2025
12 Sept 2025
Amount
Road Concrete
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD271744/2025-2026:Departmental-Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix soil.(modified 4.11.2)
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)
MPB (BID ID -2342005)
Bidder Name
AHAMMED K.K.
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