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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹2.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 LRejected-AOC | ₹2.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | V V Manojan L1 | BABU M JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00CONCRETING | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 17.52 | cum | 60 ₹1,051.20 | 15 ₹262.80 |
| 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. <br>(ii) Using Gravel mix soil. | 17.52 | cum | 2,200 ₹38,544 | 2,000 ₹35,040 |
| 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) | 26.28 | cum | 7,250 ₹1.9 L | 8,000 ₹2.1 L |
Tender Value
₹2.5 L
EMD Value
₹6,326
Closing Date
2 Aug 2025, 6:00 pmClosed
Assistant Engineer, LIDEW Section, Kanhangad Munic
Assistant Engineer, LIDEW Section, Kanhangad Municipality
Annual Plan-KMC PRO NO.621-KE ROAD SNPT ITTAMMAL COLONY ROAD CONCRETING (RE-TENDER)
2025_LSGD_762463_2
621/25/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,326
Yes
1 Jan 2026
25 Jul 2025
4 Aug 2025
25 Jul 2025
2 Aug 2025
25 Jul 2025
Amount
CONCRETING
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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. <br>(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)
BABU M JOSEPH (BID ID -2270593)
Bidder Name
BABU M JOSEPH
V V Manojan
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finance_1275696.pdf
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