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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC lowest bid |
| 2 | Rejected-Technical 1003 SUB TREASURY DEVIKULAM | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K.K. ABU KANDAMKULANGARA L1 | RAJAN L2 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 21.6 | cum | 12.09 ₹261.14 Lowest | 13.58 ₹293.33 |
| 1.00 | 4.11.2: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. | 21.6 | cum | 1,865.45 ₹40,293.72 Lowest | 2,094.24 ₹45,235.58 |
| 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) | 32.4 | cum | 7,176.92 ₹2,32,532.21 Lowest | 8,057.13 ₹2,61,051.01 |
| 1.00 | OD450887/2025-2026:Providing and fixing Name board in granite slab | 1 | each | 3,459.99 ₹3,459.99 Lowest | 3,884.32 ₹3,884.32 |
Tender Value
₹3.4 L
EMD Value
₹8,462
Closing Date
28 May 2026, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE BALUSSERY
MP-LADS-2025-26 - Sri.M.K.Raghavan, Hon.MP (18th LS) - Construction ofNecholimukk Vanikkandi Ambalam Road, Ward 1, Naduvannur GP
2026_CRD_851958_6
4297155-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
NADUVANNUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,462
Yes
19 Sept 2026
20 May 2026
30 May 2026
20 May 2026
28 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | - | cum | - | - |
| 1.002 | 4.11.2: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. | - | 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) | 1 | cum | - | - |
| 1.004 | OD450887/2025-2026:Providing and fixing Name board in granite slab | - | each | - | - |
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tech_eval.pdf
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