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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹3.4 LAccepted-AOC LID EW SECTION AREEKODE | I | Accepted-AOC AS PER RESOLUTION | |
| 2 | II₹3.6 LRejected-AOC PADINHAREMUKKU ANGANWADI CENTER NO 92 COURTYARD INTERLOCK AT WARD NO 01 IN MALAPPURAM MUNICIPALITY GENERAL CIVIL WORK | KANNUR | KERALA | 670612 | II | Rejected-AOC AS PER RESOLUTION | |
| 3 | Rejected-Technical | - | Rejected-Technical BOARD RESOLUTION | |
| 4 | Rejected-Technical | - | Rejected-Technical BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L1 | VIMAL RAJU L3 | SUHAIB V. P. L4 | Shamsudheen K 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. | 46.62 | cum | 9.77 ₹455.48 Lowest | 10.75 ₹501.17 | 11.3 ₹526.81 | 10.38 ₹483.92 |
| 1.00 | OD202125/2025-2026:(OD modified data .4.1A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material | 31.08 | cum | 2,003.03 ₹62,254.17 Lowest | 2,203.34 ₹68,479.81 | 2,318.06 ₹72,045.3 | 2,127.46 ₹66,121.46 |
| 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) | 46.62 | cum | 5,797.76 ₹2,70,291.57 Lowest | 6,377.53 ₹2,97,320.45 | 6,709.59 ₹3,12,801.09 | 6,157.92 ₹2,87,082.23 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.18 | cum | 396.61 ₹2,451.05 Lowest | 436.27 ₹2,696.15 | 458.98 ₹2,836.5 | 421.24 ₹2,603.26 |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
19 Aug 2025, 3:00 pmClosed
AE LIDEW EDAVANNA GP
AE LIDEW EDAVANNA GP
project no197 EAZHUKALARI VADAKKAN ROAD CONSTRUCTION EDAVANNA GP
2025_LSGD_782332_18
T1AE/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,125
₹12,707
19 Sept 2025
7 Aug 2025
21 Aug 2025
7 Aug 2025
19 Aug 2025
7 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.
OD202125/2025-2026:(OD modified data .4.1A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 plate vibrator to achieve the desired density, complete as per Technical Specification (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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Shamsudheen K (BID ID -2287384)
VIMAL RAJU (BID ID -2294602)
SUHAIB V. P. (BID ID -2295705)
Bidder Name
SUHAIB V. P.
MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI
Shamsudheen K
VIMAL RAJU
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