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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.8 L+₹3,791.90 (1.00%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SASI AK L3 | G S RAJEEV L1 | Sinoj M George L2 |
|---|---|---|---|---|---|---|
| 1.00Footpath Construction | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 113.1 | cum | 47.95 ₹5,423.15 | 46.48 ₹5,256.89 Lowest | 46.95 ₹5,310.05 |
| 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. | 79.75 | cum | 14.13 ₹1,126.87 | 13.7 ₹1,092.58 Lowest | 13.83 ₹1,102.94 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 16.5 | cum | 49.75 ₹820.88 | 48.23 ₹795.8 Lowest | 48.66 ₹802.89 |
| 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) | 47.85 | cum | 8,058.97 ₹3,85,621.71 | 7,812.67 ₹3,73,836.26 Lowest | 7,890.44 ₹3,77,557.55 |
Tender Value
₹4.2 L
EMD Value
₹10,536
Closing Date
13 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
PANATHADY GP
Annual Plan-108/2025-26 GADIKKAL PUTHURADUKKAM ST UNNATHI FOOTPANTH CONSTRUCTION IN PANATHADY GP
2025_LSGD_805090_17
AE/LSGD/PDY/TEN/02/25-26
Open Tender
Civil Works - Roads
Item Rate
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹930
₹10,536
23 Dec 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
13 Oct 2025
6 Oct 2025
Amount
Footpath Construction
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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)
Sinoj M George (BID ID -2386070)
SASI AK (BID ID -2384354)
Bidder Name
G S RAJEEV
SASI AK
Sinoj M George
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finance_1340620.pdf
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