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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₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.7 L+₹13,947.54 (5.50%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL GAFOOR.P.K. L1 | RAVEENDRAN N L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 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. | 150 | sqm | 14.94 ₹2,241 Lowest | 15.76 ₹2,364 |
| 1.00 | OD26103/2025-2026:Granular sub-base/base/surface course with serviceable materials available (departmental material) during scarfing of existing road. Construction of granular sub-base withdepartmental 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. (Modified 4.11.2) | 6.75 | cum | 190.13 ₹1,283.38 Lowest | 200.59 ₹1,353.98 |
| 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. | 4.5 | cum | 2,319.8 ₹10,439.1 Lowest | 2,447.39 ₹11,013.26 |
| 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) | 22.5 | cum | 8,926.16 ₹2,00,838.6 Lowest | 9,417.1 ₹2,11,884.75 |
| 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) | 4.35 | cum | 8,917.22 ₹38,789.91 Lowest | 9,407.71 ₹40,923.54 |
Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Martin Charles
Assistant Engineer
Payam Gramapanchayath 2025 26 Project No 145 2026 LAKSHAM VEEDU KUTTICHATHAN KUNDU ROAD MAINTENANCE General Civil Work
2025_LSGD_778297_55
02 2025 26 AE LID EW PGP
Open Tender
Civil Works - Roads
Item Rate
payamgramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,340
Yes
17 Sept 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
30 Jul 2025
23 Jul 2025
Amount
ROAD RENOVATION
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.
OD26103/2025-2026:Granular sub-base/base/surface course with serviceable materials available (departmental material) during scarfing of existing road. Construction of granular sub-base withdepartmental 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. (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. (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)
RAVEENDRAN N (BID ID -2267635)
Bidder Name
ABDUL GAFOOR.P.K.
RAVEENDRAN N
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