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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹1.6 LRejected-Finance | ₹1.6 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | BM ABDHULLA L3 | ABDULLA K I L1 | MUNAFFIR C A L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 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. | 114 | sqm | 14.2 ₹1,618.80 | 14.03 ₹1,599.42 | 13.99 ₹1,594.86 |
| 1.00 | OD216640/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of
existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 3.17 | cum | 180.6 ₹572.50 | 172.77 ₹547.68 | 177.79 ₹563.59 |
| 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. (ii) Using Gravel mix soil. | 2.96 | cum | 2,205.2 ₹6,527.39 | 2,049.59 ₹6,066.79 | 2,171.81 ₹6,428.56 |
| 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) | 17.7 | cum | 8,485.97 ₹1.5 L | 7,890.94 ₹1.4 L | 8,357.32 ₹1.5 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 1.5 | cum | 579.12 ₹868.68 | 394.65 ₹591.98 | 570.72 ₹856.08 |
Tender Value
₹1.7 L
EMD Value
₹4,235
Closing Date
23 Oct 2025, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 123/2025-26-CHENGALA C B ABDULLA HAJI ROAD CONCRETE IN WARD 19
2025_LSGD_810491_1
AE/LIDEW/CH/ET/02/25-26
Open Tender
Civil Works - Roads
120 days
CENGLA
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,235
Yes
28 Apr 2026
16 Oct 2025
25 Oct 2025
16 Oct 2025
23 Oct 2025
16 Oct 2025
Amount
ROAD CONCRETE
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.
OD216640/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)
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. (ii) Using Gravel mix soil.
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 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.
MUNAFFIR C A (BID ID -2405172)
BM ABDHULLA (BID ID -2405895)
Bidder Name
BM ABDHULLA
ABDULLA K I
MUNAFFIR C A
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