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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₹4.2 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹4.3 L+₹5,248.15 (1.25%)Rejected-AOC | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | P V CHNADRAN L1 | JOHN A.L L2 |
|---|---|---|---|---|---|
| 1.00udhaya nagar 1 st Road concrete | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 26.55 | cum | 15.98 ₹424.27 Lowest | 60 ₹1,593 |
| 1.00 | OD106111/2025-2026: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. | 17.7 | cum | 942.8 ₹16,687.56 Lowest | 1,000 ₹17,700 |
| 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) | 26.55 | cum | 9,515.93 ₹2,52,647.94 Lowest | 9,600 ₹2,54,880 |
| 2.00Udhaya nagar road second concrete | |||||
| 2.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 14.85 | cum | 15.98 ₹237.3 Lowest | 50 ₹742.5 |
| 2.00 | OD106113/2025-2026: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. | 9.9 | cum | 942.8 ₹9,333.72 Lowest | 1,000 ₹9,900 |
| 2.00 | 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) | 14.85 | cum | 9,515.93 ₹1,41,311.56 | 9,500 ₹1,41,075 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,569
Closing Date
19 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD SECTION PUTHUR
AE LSGD SECTION PUTHUR,P.O PUTHUR
Annual Plan-2025-26 Puthur Grama Panchayath ward 3 Udhaya Nagar first and second street concreting-Pro no162/PTR/-General Civil Work
2025_LSGD_784266_1
162/AE/LSGD/PTR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
PUTHUR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
₹10,569
13 Apr 2026
11 Aug 2025
20 Aug 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
Amount
udhaya nagar 1 st Road concrete
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD106111/2025-2026: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.
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)
Udhaya nagar road second concrete
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD106113/2025-2026: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.
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)
JOHN A.L (BID ID -2296027)
Bidder Name
JOHN A.L
P V CHNADRAN
stage.html
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tech_eval.pdf
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finance_1288205.pdf
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