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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | ₹9.3 L | L1 | Accepted-AOC L1 - LOWEST TENDER |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | JOY K.L L1 | AJESH P B L2 |
|---|---|---|---|---|---|
| 1.00ROAD INTERLOCKING AND ROAD CONCRETING | |||||
| 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. | 477 | cum | 16.07 ₹7,665.39 | 20 ₹9,540 |
| 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. | 59.59 | cum | 2,484.07 ₹1,48,013.31 | 2,650 ₹1,57,900.25 |
| 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) | 27.88 | cum | 9,563.75 ₹2,66,618.22 | 9,900 ₹2,75,992.2 |
| 1.00 | OD431167/2025-2026: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] | 350 | sqm | 1,193.43 ₹4,17,700.5 | 1,450 ₹5,07,500 |
| 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) | 9.43 | cum | 9,186.73 ₹86,640.05 | 9,900 ₹93,366.9 |
| 1.01 | OD398384/2025-2026:Supplying and fixing 18mm thick granite name board of any colour including lettering,labour for fixing,carriage etc complete. | 0.68 | sqm | 6,693.48 ₹4,518.1 | 7,500 ₹5,062.5 |
Tender Value
₹9.3 L
EMD Value
₹23,279
Closing Date
19 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, LSGD DIVISION THRISSUR
EXECUTIVE ENGINEER, LSGD DIVISION THRISSUR, DISTRICT PANCHAYATH,AYYANTHOLE
124127 LAC-ADS-Irinjalakuda LA, 2025-26, Velukkara GP, ward-9, Construction of Decent Road, Vellangallur BP-In Vellangallur BPGeneral Civil Work
2026_LSGD_846159_32
TN 25/25-26
Open Tender
Civil Works - Roads
240 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
Yes
₹23,279
Yes
25 Jun 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
ROAD INTERLOCKING AND ROAD CONCRETING
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.
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)
OD431167/2025-2026: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]
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)
OD398384/2025-2026:Supplying and fixing 18mm thick granite name board of any colour including lettering,labour for fixing,carriage etc complete.
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