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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC ADARSH | ₹4.4 L | L1 | Accepted-AOC lowest rate |
| 2 | L2₹4.9 LRejected-AOC | ₹4.9 L | L2 | Rejected-AOC high rate |
| 3 | L3₹5.0 LRejected-AOC | ₹5.0 L | L3 | Rejected-AOC high rate |
| Sl No | Description | Qty | Unit | A P BABU L3 | ASWIN C ANIL L2 | ADARS C S L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 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. | 349.12 | sqm | 60 ₹20,947.50 | 9.3 ₹3,246.86 | 12.87 ₹4,493.24 |
| 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. | 17.46 | cum | 2,300 ₹40,151.10 | 2,100 ₹36,659.70 | 1,980 ₹34,564.86 |
| 1.00 | OD414512/2025-2026: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.
(ii) Using Gravel mix soil. | 17.46 | cum | 300 ₹5,236.80 | 1,700 ₹29,675.20 | 162 ₹2,827.87 |
| 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) | 52.37 | cum | 8,350 ₹4.4 L | 8,000 ₹4.2 L | 7,625 ₹4.0 L |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
27 Jan 2026, 4:00 pmClosed
satheesh k,assistant engineer
The Assistant Engineer, LID-EW Section,Villiappally Grama Panchayat
VILLIAPPALLY GP -MALAYILTHAZHE MUNCIPALITY ROAD MAINTENANCE -WARD 19-(35725-26)
2026_LSGD_828467_2
AE/LSGD/VLPY/01JAN/2025-26
Open Tender
Civil Works - Roads
300 days
villiappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,707
Yes
18 Apr 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Road maintenance
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.
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.
OD414512/2025-2026: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. (ii) Using Gravel mix soil.
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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