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Tender ID
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₹5.0 LAccepted-AOC KALADI GRAMA PANCHAYAT P O KADANCHERY 679 582 | MALAPPURAM | KERALA | 679582 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ECCR CONSTRUCTIONS AND DEVELOPERS PVT LTD L1 | Secretary,PLCCS L2 |
|---|---|---|---|---|---|
| 1.00Interlock pavement | |||||
| 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. | 200.1 | sqm | 14 ₹2,801.4 Lowest | 16.91 ₹3,383.69 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 29.62 | cum | 3,449.85 ₹1,02,201.81 Lowest | 3,967.41 ₹1,17,534.52 |
| 1.00 | OD255955/2025-2026:Interlocking concrete block pavement. providing and laying of Interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification Clause 1504 | 296.25 | 1 sqm | 990 ₹2,93,287.5 Lowest | 1,140.36 ₹3,37,831.65 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 22.22 | cum | 3,077 ₹68,367.86 Lowest | 3,538.6 ₹78,624.15 |
| 1.00 | OD255956/2025-2026:Modi Data of 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 required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4) | 3.42 | cum | 8,446 ₹28,893.77 Lowest | 9,713.61 ₹33,230.26 |
Tender Value
₹5.0 L
EMD Value
₹12,404
Closing Date
29 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer Kalady GP
Assistant Engineer Kalady
MAINTENANACE OF POTHANOOR NAITHALLOOR ROAD
2025_LSGD_800559_9
AE/LID EW/KLDY/TN/04/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Kalady
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,095
Yes
₹12,404
Yes
2 Dec 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
Amount
Interlock pavement
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.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
OD255955/2025-2026:Interlocking concrete block pavement. providing and laying of Interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification Clause 1504
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD255956/2025-2026:Modi Data of 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 required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4)
Secretary,PLCCS (BID ID -2363754)
Bidder Name
ECCR CONSTRUCTIONS AND DEVELOPERS PVT LTD
Secretary,PLCCS
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tech_eval.pdf
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aoc.pdf
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