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Tender ID
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₹6.3 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.4 L+₹435.69 (0.07%)Rejected-Finance THURUTHIPARA HOUSE KALAYANTHANI | KOLLAM | KERALA | 689694 | L2 | Rejected-Finance higher rate |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L1 | rajeshmanuel L2 |
|---|---|---|---|---|---|
| 1.00Paving Tile | |||||
| 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. | 322.2 | sqm | 15 ₹4,833 Lowest | 16 ₹5,155.2 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.72 | cum | 65 ₹631.8 Lowest | 67 ₹651.24 |
| 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. | 23.62 | cum | 2,480 ₹58,590 Lowest | 2,483 ₹58,660.88 |
| 1.00 | OD49924/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30
including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles
in lines and levels as per the directions of the departmental officers at site inclusive of all cost
&amp; conveyance charges etc.; complete. (Labou &amp; Material observed from 55.23 of
MORTH data) | 346.5 | sqm | 1,077 ₹3,73,180.5 Lowest | 1,077 ₹3,73,180.5 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 21.17 | cum | 9,186 ₹1,94,449.25 Lowest | 9,187 ₹1,94,470.42 |
| 1.01 | OD49925/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete | 1 | no | 3,053 ₹3,053 Lowest | 3,055 ₹3,055 |
Tender Value
₹6.4 L
EMD Value
₹15,883
Closing Date
3 Jul 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The assistant engineer LID EW Elamdesam block panc
Office of the Assistant Executive engineer LID and EW Sub division Elamdesam
31_26 ELDSM BP Division 11 Police station Neyssery Road Maintanence
2025_LSGD_771962_3
2_2025_26_AE
Open Tender
Civil Works - Roads
Item Rate
180 days
Alakode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,883
Yes
14 Oct 2025
26 Jun 2025
7 Jul 2025
26 Jun 2025
3 Jul 2025
26 Jun 2025
Amount
Paving Tile
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
OD49924/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &amp; conveyance charges etc.; complete. (Labou &amp; Material observed from 55.23 of MORTH data)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD49925/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete
rajeshmanuel (BID ID -2239204)
Bidder Name
RENJITH MANUEL
rajeshmanuel
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