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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹6.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.4 LRejected-Finance | ₹8.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.5 LRejected-Finance | ₹8.5 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | BM ABDHULLA L1 | ABDULLA SUNAIFE C A L3 | SAYID SUHAIB C A L2 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 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. | 549 | sqm | 11.56 ₹6,346.44 | 15 ₹8,235 | 14 ₹7,686 |
| 1.00 | OD287951/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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. | 20.59 | cum | 146.96 ₹3,025.61 | 191 ₹3,932.31 | 190 ₹3,911.72 |
| 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. | 34.31 | cum | 1,794.42 ₹61,570.14 | 2,338 ₹80,221.46 | 2,327.8 ₹79,871.47 |
| 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) | 82.35 | cum | 6,905.2 ₹5.7 L | 8,997 ₹7.4 L | 8,970 ₹7.4 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. | 16.47 | cum | 471.25 ₹7,761.49 | 614.4 ₹10,119.17 | 613 ₹10,096.11 |
| 1.01 | OD287950/2025-2026: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 | 0.2 | sqm | 2,805.98 ₹561.20 | 3,800 ₹760 | 3,750 ₹750 |
| 1.01 | OD287949/2025-2026:16.21. Engraving letters in hard stone | 300 | per Letter per cm height | 7.9 ₹2,370 | 10.2 ₹3,060 | 10 ₹3,000 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
17 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD CONCRETE
2026_LSGD_834072_1
212/25-26
Open Tender
Civil Works - Roads
180 days
MOGRAL PUTHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
31 Mar 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
Road work
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.
OD287951/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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.
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.
OD287950/2025-2026: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
OD287949/2025-2026:16.21. Engraving letters in hard stone
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