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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 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 |
|---|---|---|---|---|---|
| 1.00New road. | |||||
| 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. | 6.66 | cum | 66.84 ₹444.82 | 66.84 ₹444.82 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.6 | cum | 9,001.46 ₹5,445.88 | 9,001.84 ₹5,446.11 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.18 | cum | 9,887.04 ₹41,327.83 | 10,500 ₹43,890 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.56 | tonne | 1,00,437.31 ₹56,646.64 | 1,00,437.31 ₹56,646.64 |
| 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. | 61.2 | cum | 16.07 ₹983.48 | 16.07 ₹983.48 |
| 1.01 | OD443754/2025-2026:(OD From DAR 51.2.3) Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 49.8 | cum | 947.54 ₹47,187.49 | 1,200 ₹59,760 |
| 1.01 | 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. | 40.8 | cum | 2,484.07 ₹1.0 L | 2,850 ₹1.2 L |
| 1.01 | 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) | 61.2 | cum | 9,563.75 ₹5.9 L | 10,500 ₹6.4 L |
| 1.01 | OD535696/2024-2025:Supplying and fixing 18mm thick granite name board of any colour including labour for fixing,carriage etc complete. | 1.2 | 1 sqm | 6,693.48 ₹8,032.18 | 6,000 ₹7,200 |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
19 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, LSGD DIVISION THRISSUR
EXECUTIVE ENGINEER, LSGD DIVISION THRISSUR, DISTRICT PANCHAYATH,AYYANTHOLE
37608 LAC-ADS-2024-25-Kodungallur LAconstruction of-Vaaniyam paadam road in Puthenchira GP-Ward 05--General Civil Work
2026_LSGD_846159_40
TN 25/25-26
Open Tender
Civil Works - Roads
270 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
25 Jun 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
New road.
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.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
OD443754/2025-2026:(OD From DAR 51.2.3) Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD535696/2024-2025:Supplying and fixing 18mm thick granite name board of any colour including labour for fixing,carriage etc complete.
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