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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹6.9 LAccepted-AOC | ₹6.9 L | l1 | Accepted-AOC l1 |
| 2 | l2₹7.6 LRejected-AOC | ₹7.6 L | l2 | Rejected-AOC l2 |
| 3 | l3₹7.7 LRejected-AOC | ₹7.7 L | l3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | abdul basheer k t L2 | Mohammed Ali M L1 | MUHAMMAD NOWFAL N A L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvements and 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. | 558 | sqm | 14 ₹7,812 | 12.3 ₹6,863.40 | 13.66 ₹7,622.28 |
| 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. | 30.69 | cum | 2,200 ₹67,518 | 1,700 ₹52,173 | 2,120.61 ₹65,081.52 |
| 1.00 | OD75199/2025-2026: 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) | 25.11 | cum | 185 ₹4,645.35 | 156.62 ₹3,932.73 | 173.67 ₹4,360.85 |
| 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) | 83.7 | cum | 8,040 ₹6.7 L | 7,377.54 ₹6.2 L | 8,160.29 ₹6.8 L |
| 1.00 | OD75200/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.8 | sqm | 4,600 ₹3,680 | 3,772 ₹3,017.60 | 3,316.59 ₹2,653.27 |
| 1.01 | OD75201/2025-2026:16.21. Engraving letters in hard stone | 500 | per Letter per cm height | 9 ₹4,500 | 9.57 ₹4,785 | 9.71 ₹4,855 |
Tender Value
₹8.5 L
EMD Value
₹21,157
Closing Date
24 Jan 2026, 5:00 pmClosed
JOHN A DCRUZ
KASARAGOD BLOCK PANCHAYAT
MPLADS-2023-24-CONSTRUCTION OF ARANAGUDDE SC COLONY ROAD IN MOGRAL PUTHUR GP
2026_CRD_828490_1
4806444-2025-C
Open Tender
Civil Works - Roads
90 days
KASARAGOD BLOCK PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,157
Yes
19 Mar 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
Road Improvements and 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.
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.
OD75199/2025-2026: 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)
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)
OD75200/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.2.2.2 Area of slab over 0.50 sqm
OD75201/2025-2026:16.21. Engraving letters in hard stone
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