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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC lowest bid approved |
| 2 | L2₹5.2 L+₹2,563.51 (0.49%)Rejected-AOC P O NEMMARA PALAKKAD DIST PIN 678 508 | PALAKKAD | KERALA | 678508 | ₹5.2 L+₹2,563.51 (0.49%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical P O NEMMARA PALAKKAD DIST PIN 678 508 | PALAKKAD | KERALA | 678508 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical KERALA | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | SIVADASAN P L3 | VIJAYARAGHAVAN C L5 | SAFVAN P P L4 | DEVADASAN.V L2 | RAJESH.A L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 369 | sqm | 13.5 ₹4,981.5 | 14.03 ₹5,177.07 | 13.78 ₹5,084.82 | 13.42 ₹4,951.98 | 13.35 ₹4,926.15 Lowest |
| 1.00 | OD298659/2025-2026: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> (i) Using naturally occuring gravel | 36.9 | cum | 1,990.38 ₹73,445.02 | 2,067.8 ₹76,301.82 | 2,031.69 ₹74,969.36 | 1,977.87 ₹72,983.4 | 1,968.2 ₹72,626.58 Lowest |
| 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) | 55.35 | cum | 8,065.11 ₹4,46,403.84 | 8,378.8 ₹4,63,766.58 | 8,232.48 ₹4,55,667.77 | 8,014.42 ₹4,43,598.15 | 7,975.21 ₹4,41,427.87 Lowest |
| 1.00 | OD298660/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc.. complete using GI hollow tube of size 80x40x1.40 mm post 40x20x1.40 mm outer frame.0.60 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with cc 1:2:4 etc.. complete | 1 | each | 2,174.95 ₹2,174.95 | 2,259.54 ₹2,259.54 | 2,220.08 ₹2,220.08 | 2,161.28 ₹2,161.28 | 2,150.7 ₹2,150.7 Lowest |
Tender Value
₹6.2 L
EMD Value
₹15,623
Closing Date
26 Mar 2026, 6:00 pmClosed
ANOOP KM
Office of the Assistant Engineer, LIDEW Section, Nelliyampathi Grama Panchayat
NLPY GP 25-26 POTHUPARA PUTHUPADI ROAD CONCRETE PUNARNIRMANAM 220/25
2026_LSGD_847886_1
ET-04/2026-27/AE/LIDEW/NLPY
Open Tender
Civil Works - Roads
Item Rate
240 days
Nelliyampathi Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,380
Yes
₹15,623
Yes
18 Jul 2026
18 Mar 2026
28 Mar 2026
18 Mar 2026
26 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD298659/2025-2026: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> (i) Using naturally occuring gravel | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD298660/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc.. complete using GI hollow tube of size 80x40x1.40 mm post 40x20x1.40 mm outer frame.0.60 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with cc 1:2:4 etc.. complete | - | each | - | - |
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