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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC MUDIYAKKAL BEKAL PO KASARAGOD | ₹5.2 L | L1 | Accepted-AOC L1 HENCE ACCEPTED |
| 2 | L2₹5.3 LRejected-AOC | ₹5.3 L | L2 | Rejected-AOC L2 HENCE REJECTED |
| Sl No | Description | Qty | Unit | k a abdulla L1 | Mohammed Ali M L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 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. | 471 | sqm | 11 ₹5,181 | 16 ₹7,536 |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 11.78 | cum | 1,758 ₹20,700.45 | 1,800 ₹21,195 |
| 1.00 | OD347976/2025-2026: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> (i) Using naturally occuring gravel(department material) | 35.33 | cum | 145 ₹5,122.13 | 155 ₹5,475.38 |
| 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) | 70.65 | cum | 6,855 ₹4.8 L | 7,020 ₹5.0 L |
Tender Value
₹6.8 L
EMD Value
₹16,934
Closing Date
25 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER,LID AND EW,PALLIKARE GP, P.O.BEKAL, PIN 671316
Annual Plan-PALLIKKARE GP 2025-26, PR.NO.415/26-ARAVATH NADAKASHALA ROAD MAINTENANCE-IN PALLIKKARE GP-General Civil Work
2025_LSGD_811166_18
03/AE/LSGD/PK/2025-26
Open Tender
Civil Works - Roads
180 days
PALLIKARE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,934
Yes
5 Apr 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
Amount
Road Retarring
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.
4.11.1: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. (i) Using naturally occuring gravel
OD347976/2025-2026: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> (i) Using naturally occuring gravel(department 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)
Mohammed Ali M (BID ID -2408910)
Bidder Name
k a abdulla
Mohammed Ali M
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