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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₹3.3 LAccepted-AOC KANNAMBRA GRAMA PANCHAYAT KANNAMBRA P O PALAKKAN DIST PIN 578 SPS | 578686 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.6 L+₹19,008.90 (5.64%)Accepted-AOC KANNAMBRA GRAMA PANCHAYAT KANNAMBRA P O PALAKKAN DIST PIN 578 SPS | 578686 | L2 | Accepted-AOC L2 |
| Sl No | Description | Qty | Unit | Sunilkumar.M.M L1 | Swarun D L2 |
|---|---|---|---|---|---|
| 1.00Road interlocking | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 31.68 | cum | 16.07 ₹509.1 Lowest | 16.87 ₹534.44 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4.2 | cum | 441.5 ₹1,854.3 Lowest | 463.57 ₹1,946.99 |
| 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. | 22.32 | cum | 2,484.07 ₹55,444.44 Lowest | 2,608.27 ₹58,216.59 |
| 1.00 | OD41376/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size
thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low
volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying
interlock CC paver block tiles in lines and levels as per the directions of the departmental
officers at site, inclusive of all cost &amp; conveyance charges etc. complete. [MoRTH 55.23
modified] As per CE, LID&amp;EW order no. DB1/1966/21/CE/LID&amp;EW dated 13.01.2022 | 195.2 | sqm | 1,183.25 ₹2,30,970.4 Lowest | 1,253.5 ₹2,44,683.2 |
| 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) | 5.01 | cum | 9,186.73 ₹46,025.52 Lowest | 9,646.06 ₹48,326.76 |
| 1.01 | OD41484/2025-2026:Name board | 1 | no | 2,083 ₹2,083 Lowest | 2,187.68 ₹2,187.68 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
5 Jul 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD
AE LSGD
Annual Plan-83/25-26-SUBRAHMANYA KSHETHRAM ROAD CONSTRUCTION WARD - 04 Kadappuram GP-General Civil Work
2025_LSGD_771701_1
1-83/AE/LSGD/KDPM/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
kadappuram gp
Please refer Tender documents.
11 documents required · 11 mandatory
₹750
Yes
₹8,472
Yes
27 Nov 2025
28 Jun 2025
7 Jul 2025
28 Jun 2025
5 Jul 2025
28 Jun 2025
28 Jun 2025 - 5 Jul 2025
Amount
Road interlocking
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
OD41376/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. [MoRTH 55.23 modified] As per CE, LID&amp;EW order no. DB1/1966/21/CE/LID&amp;EW dated 13.01.2022
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)
OD41484/2025-2026:Name board
Swarun D (BID ID -2240837)
Bidder Name
Sunilkumar.M.M
Swarun D
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finance_1259632.pdf
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