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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹7.0 L+₹46,202.84 (7.03%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹7.2 L+₹58,194.40 (8.86%)Rejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L3 | Rejected-Finance council resolution2,23.11.2024 |
| Sl No | Description | Qty | Unit | V V Manojan L3 | BABU M JOSEPH L1 | E V KRISHAN PODUVAL L2 |
|---|---|---|---|---|---|---|
| 1.00Padannakkad Kuthirummal Road Raising 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. | 523.6 | sqm | 15 ₹7,854 | 8 ₹4,188.8 Lowest | 8 ₹4,188.8 Lowest |
| 1.00 | OD207900/2024-2025: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
departmental material | 44.88 | cum | 200 ₹8,976 | 110 ₹4,936.8 Lowest | 151.2 ₹6,785.86 |
| 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. | 67.32 | cum | 2,500 ₹1,68,300 | 1,750 ₹1,17,810 Lowest | 1,827.6 ₹1,23,034.03 |
| 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) | 84.15 | cum | 6,300 ₹5,30,145 Lowest | 6,300 ₹5,30,145 Lowest | 6,765 ₹5,69,274.75 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
18 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer, LIDEW Section, Kanhangad Muni
Office of the Assistant Engineer, LIDEW Section, Kanhangad Municipality
Annual Plan-KMC.PRO NO- 99/2024-25- Padannakkad Kuthirummal Road Raising and c o n c r e t i n g
2024_LSGD_704312_1
99/2024/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
KANHANGAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,183
Yes
18 Sept 2025
11 Nov 2024
20 Nov 2024
11 Nov 2024
18 Nov 2024
11 Nov 2024
Amount
Padannakkad Kuthirummal Road Raising 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.
OD207900/2024-2025: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. &amp;lt;br&amp;gt;(ii) Using departmental material
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)
E V KRISHAN PODUVAL (BID ID -1980472)
V V Manojan (BID ID -1980102)
Bidder Name
BABU M JOSEPH
V V Manojan
E V KRISHAN PODUVAL
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finance_1101531.pdf
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