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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 LAccepted-AOC | 1 | Accepted-AOC lowest quoted | |
| 2 | 2₹5.4 L+₹27,575.58 (5.40%)Rejected-AOC JARATHA CORNER LAKSHAM VEEDU COLONY ROAD | 2 | Rejected-AOC highest quoted | |
| 3 | 3₹5.4 L+₹34,140.13 (6.68%)Rejected-AOC | 3 | Rejected-AOC highest quoted | |
| 4 | 4₹5.6 L+₹47,271.42 (9.25%)Rejected-AOC | 4 | Rejected-AOC highest quoted | |
| 5 | 5₹5.9 L+₹80,756.66 (15.8%)Rejected-AOC | 5 | Rejected-AOC highest quoted |
| Sl No | Description | Qty | Unit | K M SREEKUMAR L2 | ANANTHARAMAN L1 | BIJEESH N C L3 | JOHN BOSCO S L4 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L5 | KMS Construction L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Construction | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 117.12 | cum | 56.23 ₹6,585.66 | 53.35 ₹6,248.35 Lowest | 56.91 ₹6,665.3 | 58.28 ₹6,825.75 | 61.78 ₹7,235.67 | 63.15 ₹7,396.13 |
| 1.00 | OD49248/2025-2026:"Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade [Modified DAR 51.2.3] | 12.8 | cum | 776.98 ₹9,945.34 | 737.19 ₹9,436.03 Lowest | 786.46 ₹10,066.69 | 805.41 ₹10,309.25 | 918.13 ₹11,752.06 | 872.68 ₹11,170.3 |
| 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. | 29.28 | cum | 2,036.94 ₹59,641.6 | 1,932.61 ₹56,586.82 Lowest | 2,061.78 ₹60,368.92 | 2,111.46 ₹61,823.55 | 2,238.15 ₹65,533.03 | 2,287.83 ₹66,987.66 |
| 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) | 58.56 | cum | 7,842.28 ₹4,59,243.92 | 7,440.6 ₹4,35,721.54 Lowest | 7,937.91 ₹4,64,844.01 | 8,129.19 ₹4,76,045.37 | 8,616.94 ₹5,04,608.01 | 8,808.21 ₹5,15,808.78 |
| 1.00 | OD49247/2025-2026:Supplying and fixing 18 mm thick granite name board of any colour including lettering , labour for fixing, carriage etc complete | 0.54 | sqm | 5,488.65 ₹2,963.87 | 5,207.53 ₹2,812.07 | 5,555.59 ₹3,000.02 | 5,689.46 ₹3,072.31 | 4,505 ₹2,432.7 Lowest | 6,164.7 ₹3,328.94 |
Tender Value
₹6.6 L
EMD Value
₹16,414
Closing Date
26 Jul 2025, 2:00 pmClosed
ARYA VISWAN
ASSISTANT ENGINEER NANDIKKARA P.O PARAPPUKKARA G P
Annual Plan PROJECT NO 131 2025 26 Construction of NH subroad ward 9 Parappukkara GP General Civil Work
2025_LSGD_776731_1
03/AE/ET/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,450
Yes
₹16,414
Yes
11 Sept 2025
16 Jul 2025
28 Jul 2025
16 Jul 2025
26 Jul 2025
16 Jul 2025
Amount
Road Construction
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD49248/2025-2026:"Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade [Modified DAR 51.2.3]
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. (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)
OD49247/2025-2026:Supplying and fixing 18 mm thick granite name board of any colour including lettering , labour for fixing, carriage etc complete
K M SREEKUMAR (BID ID -2260194)
BIJEESH N C (BID ID -2261560)
JOHN BOSCO S (BID ID -2262415)
Labour co-operative society for local development and social welfare ltd R1264 Mattathur (BID ID -2261624)
KMS Construction (BID ID -2262778)
Bidder Name
K M SREEKUMAR
ANANTHARAMAN
BIJEESH N C
Labour co-operative society for local development and social welfare ltd R1264 Mattathur
JOHN BOSCO S
KMS Construction
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