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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC | ₹5.2 L | 1 | Accepted-AOC lowest quoated |
| 2 | 2₹5.5 L+₹27,789 (5.37%)Rejected-AOC | ₹5.5 L+₹27,789 (5.37%) | 2 | Rejected-AOC highest quoated |
| 3 | 3₹5.9 L+₹72,521 (14.0%)Rejected-AOC | ₹5.9 L+₹72,521 (14.0%) | 3 | Rejected-AOC highest quoated |
| 4 | 4₹6.1 L+₹92,176 (17.8%)Rejected-AOC | ₹6.1 L+₹92,176 (17.8%) | 4 | Rejected-AOC highest quoated |
| 5 | 5₹6.5 L+₹1.4 L (26.3%)Rejected-AOC | ₹6.5 L+₹1.4 L (26.3%) | 5 | Rejected-AOC highest quoated |
| Sl No | Description | Qty | Unit | ANANTHARAMAN L1 | BIJEESH N C L2 | JOHN BOSCO S L4 | BABUP L L5 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Retarring | ||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 91.67 | cum | 337.31 ₹30,919.52 Lowest | 355.41 ₹32,578.66 | 397.33 ₹36,421.25 | 426.05 ₹39,053.87 | 384.55 ₹35,249.78 |
| 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. (ii) Using Gravel mix soil. | 30.55 | cum | 1,897.83 ₹57,988.2 Lowest | 1,999.68 ₹61,100.22 | 2,235.66 ₹68,310.59 | 2,397.13 ₹73,244.31 | 2,163.62 ₹66,109.41 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 61.11 | cum | 7,018.66 ₹4,28,910.31 Lowest | 7,395.32 ₹4,51,928.01 | 8,268.07 ₹5,05,261.76 | 8,865.19 ₹5,41,751.76 | 8,001.64 ₹4,88,980.22 |
Tender Value
₹6.8 L
EMD Value
₹16,944
Closing Date
27 Jul 2026, 2:00 pmClosed
ARYA VISWAN
ASSISTANT ENGINEER LSGD SECTION PARAPPUKKARA G P NANDIKKARA P.O
Annual Plan Pro 64 2026 27 Vachikadavu Road mainteance ward 17 Parappukkara G P General Civil Work
2026_LSGD_859067_1
02/AE/ET/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,944
Yes
5 Sept 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | 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. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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