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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | 1 | Accepted-AOC ok | |
| 2 | 2₹5.7 L+₹17,887.78 (3.21%)Rejected-AOC | 2 | Rejected-AOC ok | |
| 3 | 3₹5.8 L+₹25,774.50 (4.63%)Rejected-AOC | 3 | Rejected-AOC ok | |
| 4 | 4₹6.3 L+₹75,641.97 (13.6%)Rejected-AOC KANNUR | KERALA | 670511 | 4 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | JAISON V R L2 | C.P Prajeesh L1 | Paulson K T L3 | MATHEW VARGHESE L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting 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 | 51.77 | cum | 47.45 ₹2,456.25 | 45.97 ₹2,379.64 Lowest | 48.1 ₹2,489.9 | 52.01 ₹2,692.3 |
| 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. | 25.88 | cum | 2,114.68 ₹54,734.26 | 2,048.86 ₹53,030.64 Lowest | 2,143.75 ₹55,486.68 | 2,327 ₹60,229.74 |
| 1.00 | 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) | 51.77 | cum | 8,141.62 ₹4,21,450.96 | 7,888.18 ₹4,08,331.64 Lowest | 8,253.51 ₹4,27,242.95 | 8,960 ₹4,63,814.4 |
| 2.00Side protection | |||||||
| 2.00 | 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 | 7.29 | cum | 375.84 ₹2,739.87 | 364.14 ₹2,654.58 Lowest | 381.01 ₹2,777.56 | 417 ₹3,039.93 |
| 2.00 | OD230839/2025-2026: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 | 24.84 | cum | 3,541.59 ₹87,973.1 | 3,431.34 ₹85,234.49 Lowest | 3,590.26 ₹89,182.06 | 3,897 ₹96,801.48 |
| 2.00 | 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) | 0.68 | cum | 7,820.66 ₹5,278.95 | 7,577.21 ₹5,114.62 Lowest | 7,912.53 ₹5,340.96 | 8,607 ₹5,809.73 |
Tender Value
₹6.8 L
EMD Value
₹16,875
Closing Date
5 Nov 2025, 5:00 pmClosed
AE Kodassery
O/o Assistant Engineer Kodassery GP Chattykkulam PO
Annual Plan-ANNUAL PLAN - 2025- 26/KDSY/ PRO. NO. 161/25-26 VELLIKULANGARA THENAMKILI VEED ROAD CONCRETING WARD 6- KODASSERY GP - CHALAKUDY BPGeneral Civil Work
2025_LSGD_814867_4
08/2025/AE/LIDEW/KDSY
Open Tender
Civil Works - Roads
Item Rate
270 days
Kodassery GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,490
Yes
₹16,875
Yes
17 Apr 2026
29 Oct 2025
7 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
Amount
Road concrete
3.3:Construction of Embankment with Material Obtained from Roadway Cutting 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
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)
Side protection
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
OD230839/2025-2026: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
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)
JAISON V R (BID ID -2428054)
Paulson K T (BID ID -2428100)
MATHEW VARGHESE (BID ID -2428737)
Bidder Name
JAISON V R
Paulson K T
MATHEW VARGHESE
C.P Prajeesh
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