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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹90,047Accepted-AOC | 1 | Accepted-AOC lowest quoted,single tender |
| Sl No | Description | Qty | Unit | JOHN BOSCO S L1 |
|---|---|---|---|---|
| 1.00concreting | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 12.55 | cum | 428.24 ₹5,376.55 Lowest |
| 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. | 4.18 | cum | 2,409.55 ₹10,083.97 Lowest |
| 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) | 8.37 | cum | 8,911.14 ₹74,586.24 Lowest |
Tender Value
₹92,832
EMD Value
₹2,321
Closing Date
16 Mar 2026, 2:00 pmClosed
ARYA VISWAN
ASSISTANT ENGINEER LSGD SECTION PARAPPUKKARA G P NANDIKKARA P.O
Annual Plan Project No 327 2025 26 Karakkattukadavu SNDP Road Irish Drain 2nd reach ward 10 Parappookkara G P General Civil Work
2026_LSGD_835127_2
12/AE/ET/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,321
Yes
27 Jul 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concreting | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 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. | 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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