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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 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹3.9 L+₹2.03 (<0.01%)Rejected-AOC | 2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | Sreekala P L2 | VIPINLAL M L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION OF ROAD | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 271.5 | sqm | 11.5 ₹3,122.25 Lowest | 11.5 ₹3,122.25 Lowest |
| 1.00 | OD341062/2025-2026:Granular sub base/ base/ surface course with serviceable material (dept. material) during scarifying of existing road. Construction of granular sub base by providing local material spreading in uniform layer 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. ( Modified 4.11.2) | 20.36 | cum | 146.4 ₹2,981.14 | 146.3 ₹2,979.11 Lowest |
| 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. | 6.64 | cum | 1,786.25 ₹11,855.34 Lowest | 1,786.25 ₹11,855.34 Lowest |
| 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) | 40.73 | cum | 6,873.14 ₹2,79,908.63 Lowest | 6,873.14 ₹2,79,908.63 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 13.57 | cum | 6,866.29 ₹93,209.89 Lowest | 6,866.29 ₹93,209.89 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
22 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AMALU V GOPAL
O/O THE ASSISTANT ENGINEER, LID AND EW, MUZHAKKUNNU GP
ROAD WORK
2025_LSGD_809295_1
154/AE/MGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MUZHAKKUNNU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
11 Jan 2026
14 Oct 2025
23 Oct 2025
14 Oct 2025
22 Oct 2025
14 Oct 2025
Amount
RENOVATION OF ROAD
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD341062/2025-2026:Granular sub base/ base/ surface course with serviceable material (dept. material) during scarifying of existing road. Construction of granular sub base by providing local material spreading in uniform layer 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. ( Modified 4.11.2)
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. <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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Sreekala P (BID ID -2402667)
Bidder Name
VIPINLAL M
Sreekala P
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