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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | 1 | Accepted-AOC I | |
| 2 | 2₹1.3 L+₹7,211 (6.03%)Rejected-AOC | 2 | Rejected-AOC II | |
| 3 | Rejected-Technical | - | Rejected-Technical BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | VIMAL RAJU L2 | JASID M E L1 | RIYAS K V L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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. | 16.26 | cum | 14.81 ₹240.81 Lowest | 30 ₹487.8 | 16 ₹260.16 |
| 1.00 | OD198670/2025-2026:(OD modified data .4.1A.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 plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material | 10.34 | cum | 3,034.9 ₹31,380.87 | 2,800 ₹28,952 Lowest | 3,500 ₹36,190 |
| 1.00 | OD198881/2025-2026:OD; from 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) | 11.26 | cum | 8,446.62 ₹95,108.94 | 8,000 ₹90,080 Lowest | 9,200 ₹1,03,592 |
Tender Value
₹1.3 L
EMD Value
₹3,168
Closing Date
20 Aug 2025, 11:00 amClosed
AE LIDEW EDAVANNA GP
AE LIDEW EDAVANNA GP
Annual Plan-2025-26 of Edavanna GP , Project no-221 /26 Karimb Road Renovation-in Ward 3-General Civil Work General Civil Work1-General Civil Work ward 3-General Civil Work
2025_LSGD_782332_14
T1AE/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
₹3,168
16 Sept 2025
7 Aug 2025
21 Aug 2025
7 Aug 2025
20 Aug 2025
7 Aug 2025
Amount
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.
OD198670/2025-2026:(OD modified data .4.1A.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 plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material
OD198881/2025-2026:OD; from 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)
VIMAL RAJU (BID ID -2295249)
RIYAS K V (BID ID -2296629)
Bidder Name
RIYAS K V
JASID M E
VIMAL RAJU
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