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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹12,692.20 (4.55%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | sarja constructions L1 | Vijayan KA L2 |
|---|---|---|---|---|---|
| 1.00concreting | |||||
| 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. | 127.2 | sqm | 10.8 ₹1,373.76 Lowest | 11.29 ₹1,436.09 |
| 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 | 6.36 | cum | 394.35 ₹2,508.07 Lowest | 412.27 ₹2,622.04 |
| 1.00 | OD400133/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.36 | cum | 1,034.01 ₹6,576.3 Lowest | 1,081.01 ₹6,875.22 |
| 1.00 | OD528777/2024-2025: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 on prepared surface by compacting using hand compactor to achieve the desired density complete(Modified 4.11.2) | 3.18 | cum | 2,300.63 ₹7,316 Lowest | 2,405.2 ₹7,648.54 |
| 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. | 15.9 | cum | 2,468.04 ₹39,241.84 Lowest | 2,580.23 ₹41,025.66 |
| 1.01 | 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) | 23.85 | cum | 9,136.85 ₹2,17,913.87 Lowest | 9,552.16 ₹2,27,819.02 |
| 1.01 | OD400456/2024-2025:Supplying and fixing Name board as directed by dept officers | 1 | each | 2,291.86 ₹2,291.86 Lowest | 2,396.03 ₹2,396.03 |
| 1.01 | OD531609/2024-2025:Labour | 2 | each | 1,007.02 ₹2,014.04 Lowest | 1,052.8 ₹2,105.6 |
Tender Value
₹2.5 L
EMD Value
₹6,346
Closing Date
14 May 2025, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION PUNNAYUR GP
Road Concreting
2025_LSGD_761214_2
AE/LIDEW/PNR/351/25
Open Tender
Civil Works - Roads
Item Rate
180 days
PUNNAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,346
Yes
30 Jun 2026
5 May 2025
15 May 2025
5 May 2025
14 May 2025
5 May 2025
Amount
concreting
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.
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
OD400133/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD528777/2024-2025: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 on prepared surface by compacting using hand compactor to achieve the desired density complete(Modified 4.11.2)
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: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)
OD400456/2024-2025:Supplying and fixing Name board as directed by dept officers
OD531609/2024-2025:Labour
Vijayan KA (BID ID -2210833)
Bidder Name
sarja constructions
Vijayan KA
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