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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH | L1 | Accepted-AOC ACCEPTED DUE TO LOWER VALUE | |
| 2 | L2₹6.3 L+₹92,698.81 (17.4%)Rejected-AOC | L2 | Rejected-AOC REJECTED DUE TO HIGHER VALUE |
| Sl No | Description | Qty | Unit | A K SADANANDAN L1 | SURESH K P L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 59.48 | cum | 70 ₹4,163.25 | 14 ₹832.65 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 39.65 | cum | 2,470 ₹97,935.5 Lowest | 2,980 ₹1,18,157 |
| 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) | 59.48 | cum | 7,200 ₹4,28,220 Lowest | 8,449.7 ₹5,02,545.91 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 7.8 | cum | 400 ₹3,120 Lowest | 590 ₹4,602 |
Tender Value
₹6.6 L
EMD Value
₹16,512
Closing Date
21 Aug 2025, 4:00 pmClosed
AE KUNNUMMAL GP
AE KUNNUMMAL GP
Chekkiyad Naduparambu Road 85 25 26 General Civil Work
2025_LSGD_786261_1
AE/LSGD/KGP/TN4/25-26
Open Tender
Civil Works - Roads
Item Rate
KUNNUMMAL GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,460
Yes
₹16,512
Yes
17 Oct 2025
14 Aug 2025
23 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
SURESH K P (BID ID -2299092)
Bidder Name
A K SADANANDAN
SURESH K P
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