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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹7.6 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹7.8 LRejected-AOC | ₹7.8 L | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | V V Manojan L1 | AJITHKUMAR.C L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 103.07 | cum | 15 ₹1,546.01 | 50 ₹5,153.35 |
| 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. | 51.53 | cum | 2,200 ₹1.1 L | 2,000 ₹1.0 L |
| 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) | 77.3 | cum | 7,500 ₹5.8 L | 7,500 ₹5.8 L |
| 1.00 | OD321770/2025-2026:Laterite rough stone dry packing for aprons and revetments including cost and
conveyance of all materials and all labour charges etc, complete. (MOD 60.7.4) | 28.35 | cum | 2,000 ₹56,700 | 2,600 ₹73,710 |
| 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. | 28.8 | cum | 300 ₹8,640 | 550 ₹15,840 |
Tender Value
₹9.2 L
EMD Value
₹22,881
Closing Date
23 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KANHANGAD MUNICIPALITY
Road Concreating
2026_LSGD_836420_1
05/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
90 days
KANHANGAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,020
Yes
₹22,881
Yes
29 May 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
Road concrete
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
OD321770/2025-2026:Laterite rough stone dry packing for aprons and revetments including cost and conveyance of all materials and all labour charges etc, complete. (MOD 60.7.4)
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.
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