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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹7.5 L | L1 | Accepted-AOC Agreement Executed on 24-10-2025 |
| 2 | L2₹8.2 LRejected-AOC | ₹8.2 L | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | JALEEL JABBAR L1 | MINIMOL PG L2 |
|---|---|---|---|---|---|
| 1.00ESTIMATE | |||||
| 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. | 34.09 | cum | 66.84 ₹2,278.71 | 100 ₹3,409.20 |
| 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) | 54.56 | cum | 8,900 ₹4.9 L | 9,200 ₹5.0 L |
| 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. | 214.4 | sqm | 17.6 ₹3,773.44 | 100 ₹21,440 |
| 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 | 21.44 | cum | 3,337.88 ₹71,564.15 | 2,800 ₹60,032 |
| 1.00 | OD291071/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 194.3 | sqm | 976 ₹1.9 L | 1,200 ₹2.3 L |
Tender Value
₹7.9 L
EMD Value
₹19,728
Closing Date
30 Sept 2025, 1:00 pmClosed
Assistant Engineer
LID EW Thodupuzha Municipality
PALIYATHU COLONY ROAD VALIYA JARRAM LINK ROAD CONCRETING ERATTAYANIKKAL COLONY ROAD CONCRETING MALEPPARAMBUCOLONY LINK ROAD CONCRETING IN WARD 18
2025_LSGD_800518_5
01/AE/LIDEW/TDPA/M/2025-26
Open Tender
Civil Works - Roads
330 days
Thodupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,740
Yes
₹19,728
Yes
11 Mar 2026
22 Sept 2025
30 Sept 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
22 Sept 2025 - 30 Sept 2025
Amount
ESTIMATE
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.
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)
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.
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
OD291071/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
MINIMOL PG (BID ID -2365963)
Bidder Name
JALEEL JABBAR
MINIMOL PG
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