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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₹1.9 LAccepted-AOC | 1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical N A | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Basheer P C L2 | T KUNHIRAMAN L1 |
|---|---|---|---|---|---|
| 1.00detailed estimate | |||||
| 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. | 87 | sqm | 11 ₹957 | 10.58 ₹920.46 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 6.53 | cum | 3,354 ₹21,884.85 | 3,206.04 ₹20,919.41 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) | 18 | cum | 9,373 ₹1,68,714 | 8,957.54 ₹1,61,235.72 Lowest |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 1.12 | cum | 2,539 ₹2,856.38 | 2,426.91 ₹2,730.27 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,227
Closing Date
26 Mar 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer LID and EW section Chekkiad GP
CHEKKIAD GP 2024-25 PR 360-Maintenance of Valiya Parambath Mukku Vannanthankandi Mukku Road
2025_LSGD_750890_24
AE/CGP/TN/05/2024-25
Open Tender
Civil Works - Roads
Item Rate
360 days
Chekkiad
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,227
Yes
12 Aug 2025
17 Mar 2025
26 Mar 2025
17 Mar 2025
26 Mar 2025
17 Mar 2025
Amount
detailed estimate
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
4.11.1: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> (i) Using naturally occuring gravel
Basheer P C (BID ID -2174473)
Bidder Name
T KUNHIRAMAN
Basheer P C
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tech_eval.pdf
fin_eval.pdf
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finance_1217839.pdf
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