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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹4.0 LRejected-AOC NADD POST KALLACHI 673506 KERALA INDIA | KOZHIKODE | KERALA | 673506 | ₹4.0 L | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | SAFEER S K L1 | VIJAYAN KANDOTH L2 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 284.1 | sqm | 13.74 ₹3,903.53 | 60 ₹17,046 |
| 1.00 | OD249865/2025-2026: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>(ii) Using Gravel mix soil. | 17.05 | cum | 174 ₹2,966 | 200 ₹3,409.20 |
| 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 | 11.36 | cum | 2,861.5 ₹32,518.09 | 3,200 ₹36,364.80 |
| 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) | 42.62 | cum | 8,176.2 ₹3.5 L | 8,100 ₹3.5 L |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
2 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEE NADAPURAM GP
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NADAPURAM GRAMA PANCHAYATH KALLACHI
Annual Plan Project no 478 26 Akkarol mukku Chathyalam veettil Road Tarring Concrete ward 5 IN NADAPURAM GP General Civil Work
2026_LSGD_830651_1
T6202526AELIDEWNDPM
Open Tender
Civil Works - Roads
365 days
NADAPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,585
Yes
4 May 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
concrete
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD249865/2025-2026: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>(ii) Using Gravel mix soil.
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
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)
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