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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | ₹13.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.1 LRejected-AOC | ₹14.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹14.2 LRejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹14.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹14.5 LRejected-Finance | ₹14.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹15.2 LRejected-Finance | ₹15.2 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | BABU M JOSEPH L5 | V V Manojan L3 | RASHEED M L4 | AJITHKUMAR.C L2 | THAMBAN T L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||||
| 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. | 1,020 | sqm | 13 ₹13,260 | 15 ₹15,300 | 12.81 ₹13,066.20 | 10 ₹10,200 | 11.6 ₹11,832 |
| 1.00 | OD358355/2025-2026:Granular sub-base /based surface course with serviceable material available during scarifying of existing road. | 40.8 | cum | 175 ₹7,140 | 260 ₹10,608 | 163.19 ₹6,658.15 | 245 ₹9,996 | 147.81 ₹6,030.65 |
| 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. | 67.2 | cum | 2,000 ₹1.3 L | 2,200 ₹1.5 L | 1,997.58 ₹1.3 L | 1,900 ₹1.3 L | 1,809.37 ₹1.2 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) | 162 | cum | 8,200 ₹13.3 L | 7,500 ₹12.2 L | 7,687.03 ₹12.5 L | 7,500 ₹12.2 L | 6,962.77 ₹11.3 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. | 90 | cum | 380 ₹34,200 | 400 ₹36,000 | 524.6 ₹47,214 | 550 ₹49,500 | 475.17 ₹42,765.30 |
Tender Value
₹16.9 L
EMD Value
₹42,328
Closing Date
23 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KANHANGAD MUNICIPALITY
Road Balance portion Concreating-
2026_LSGD_836417_1
05/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
90 days
KANHANGAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,328
Yes
18 May 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
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.
OD358355/2025-2026:Granular sub-base /based surface course with serviceable material available during scarifying of existing road.
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<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.
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