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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₹2.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | v c jose L3 | JKinfrastructures L2 | THOMAS A V L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 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 | 4.2 | cum | 298 ₹1,251.6 | 330 ₹1,386 | 276.48 ₹1,161.22 Lowest |
| 1.00 | OD159690/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (OD from DAR 60.7.1) | 15.2 | cum | 3,614 ₹54,932.8 | 3,300 ₹50,160 | 2,810.88 ₹42,725.38 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | 8,358 ₹8,358 | 7,600 ₹7,600 | 6,411.85 ₹6,411.85 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 379.8 | cum | 380 ₹1,44,324 | 400 ₹1,51,920 | 364.03 ₹1,38,258.59 Lowest |
| 1.00 | OD218724/2024-2025:Filling with Quarry Muck - Filling up low laying areas with local material quarry muck
spreading in layers leveling the top at site and consolidating by ramming etc complete | 96 | cum | 1,000 ₹96,000 | 870 ₹83,520 | 721.92 ₹69,304.32 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,395
Closing Date
4 Dec 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW SECTION KODENCHERY GP
401/25 KELAMKUNNELPADI KALLUKULANGARAPADI ROAD MAINTENANCE
2024_LSGD_709751_1
AE/LIDEW/ETENDER/KRY/22/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
KELAMKUNNELPADI
Please refer Tender documents.
6 documents required · 6 mandatory
₹745
Yes
₹8,395
Yes
1 Sept 2025
27 Nov 2024
6 Dec 2024
27 Nov 2024
4 Dec 2024
27 Nov 2024
Amount
ROAD WORK
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
OD159690/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (OD from DAR 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD218724/2024-2025:Filling with Quarry Muck - Filling up low laying areas with local material quarry muck spreading in layers leveling the top at site and consolidating by ramming etc complete
JKinfrastructures (BID ID -1999470)
v c jose (BID ID -1997248)
Bidder Name
JKinfrastructures
v c jose
THOMAS A V
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_1113750.pdf
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