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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₹8.5 LAccepted-AOC | L1 | Accepted-AOC work awarded to the lowest quoted rates | |
| 2 | L2₹8.8 L+₹27,170 (3.19%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | M V Devassy L3 | JAIJO M J L4 | SHAJU P DEVASSY L1 | GANGADHARAN V K L2 |
|---|---|---|---|---|---|---|---|
| 1.00Inter lock tile paving | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 48 | cum | 60.89 ₹2,922.72 | 59.82 ₹2,871.36 | 45 ₹2,160 Lowest | 50 ₹2,400 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 489 | sqm | 9.29 ₹4,542.81 Lowest | 14.32 ₹7,002.48 | 16 ₹7,824 | 14 ₹6,846 |
| 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. | 68.1 | cum | 2,121.85 ₹1,44,497.99 | 2,223.24 ₹1,51,402.64 | 2,000 ₹1,36,200 Lowest | 2,100 ₹1,43,010 |
| 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) | 32.31 | cum | 7,544.52 ₹2,43,763.44 | 8,222.12 ₹2,65,656.7 | 7,500 ₹2,42,325 Lowest | 8,010 ₹2,58,803.1 |
| 1.00 | OD188268/2025-2026:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | 462 | sqm | 1,078.02 ₹4,98,045.24 | 1,041.2 ₹4,81,034.4 | 1,000 ₹4,62,000 Lowest | 1,010 ₹4,66,620 |
Tender Value
₹10.1 L
EMD Value
₹25,362
Closing Date
11 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID and EW Section Koratty
2025-26 Bindu nagar road maintenance ward 3 - Koratty GP
2025_LSGD_781391_1
S0105/26
Open Tender
Civil Works - Roads
Item Rate
330 days
Koratty GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,362
Yes
10 Oct 2025
1 Aug 2025
13 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
Amount
Inter lock tile paving
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. (ii) Using Gravel mix soil.
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)
OD188268/2025-2026:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified)
GANGADHARAN V K (BID ID -2283141)
M V Devassy (BID ID -2281257)
JAIJO M J (BID ID -2282859)
Bidder Name
GANGADHARAN V K
SHAJU P DEVASSY
M V Devassy
JAIJO M J
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