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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹3,306.95 (1.17%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAHUL C M L1 | Gireeshan K L2 |
|---|---|---|---|---|---|
| 1.00concreting | |||||
| 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. | 224.2 | sqm | 20 ₹4,484 | 12 ₹2,690.4 Lowest |
| 1.00 | OD215596/2025-2026:USING DEPARTMENTAL MATERIAL-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 | 5.61 | cum | 40 ₹224.2 Lowest | 200 ₹1,121 |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 16.82 | cum | 1,400 ₹23,541 Lowest | 2,250 ₹37,833.75 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 33.63 | cum | 7,600 ₹2,55,588 | 7,300 ₹2,45,499 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,453
Closing Date
26 Aug 2025, 9:00 amClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
PROJECT NO 358-MOVILOOR KUNNU ROAD RENOVATION WARD 14
2025_LSGD_786505_24
AE/MDY/TENDER/44/P/2025-26
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,453
Yes
3 Sept 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
18 Aug 2025 - 23 Aug 2025
Amount
concreting
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.
OD215596/2025-2026:USING DEPARTMENTAL MATERIAL-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
4.11.2: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. <br>(ii) Using Gravel mix soil.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Gireeshan K (BID ID -2308446)
Bidder Name
RAHUL C M
Gireeshan K
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