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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | ₹4.5 L | L1 | Accepted-AOC L1 HENCE ACCEPTED |
| 2 | L2₹4.5 LRejected-AOC MUDIYAKKAL BEKAL PO KASARAGOD | ₹4.5 L | L2 | Rejected-AOC L2 HENCE REJECTED |
| 3 | L3₹4.6 LRejected-Finance | ₹4.6 L | L3 | Rejected-Finance L3 HENCE REJECTED |
| Sl No | Description | Qty | Unit | SHAMEER A L1 | k a abdulla L2 | Mohammed Ali M L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 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. | 411.38 | sqm | 10 ₹4,113.75 | 11 ₹4,525.13 | 16 ₹6,582 |
| 1.00 | OD211846/2025-2026: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) | 35.48 | cum | 150 ₹5,321.55 | 153 ₹5,427.98 | 145 ₹5,144.17 |
| 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 | 6.26 | cum | 1,800 ₹11,269.80 | 1,800 ₹11,269.80 | 1,750 ₹10,956.75 |
| 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) | 62.61 | cum | 6,900 ₹4.3 L | 6,900 ₹4.3 L | 7,040 ₹4.4 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3.24 | cum | 350 ₹1,134 | 450 ₹1,458 | 478 ₹1,548.72 |
Tender Value
₹5.9 L
EMD Value
₹14,830
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.121/26-RENNOVATION OF MASTHIGUDD - MASJID ROAD REMAINING-PORTION IN PALLIKKARE GP-General Civil Work
2025_LSGD_811166_2
03/AE/LSGD/PK/2025-26
Open Tender
Civil Works - Roads
180 days
PALLIKARE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
2 Apr 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
Amount
ROAD CONCRETING
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.
OD211846/2025-2026: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)
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
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
k a abdulla (BID ID -2409846)
Mohammed Ali M (BID ID -2408888)
Bidder Name
SHAMEER A
k a abdulla
Mohammed Ali M
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