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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹5.1 LRejected-AOC ARUNODAYAM H KAYANNA BAZAR PO 673525 | KOZHIKODE | KERALA | 673525 | ₹5.1 L | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | CHANDRAN.C.H L2 | SAFEER S K L1 |
|---|---|---|---|---|---|
| 1.00CONCRETE | |||||
| 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. | 30.75 | cum | 15 ₹461.25 | 15.04 ₹462.48 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 30.75 | cum | 3,100 ₹95,325 | 3,049 ₹93,756.75 |
| 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) | 46.12 | cum | 8,900 ₹4.1 L | 8,712 ₹4.0 L |
Updated dates
Tender Value
₹5.1 L
EMD Value
₹12,706
Closing Date
3 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 491 26 MURICHANDI PERUVANKANDI ROAD TARRING CONCRETE WARD 2 IN NADAPURAM GP General Civil Work
2026_LSGD_830582_1
T6202526AELIDEWNDPM
Open Tender
Civil Works - Roads
365 days
NADAPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,125
Yes
₹12,706
Yes
4 May 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (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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