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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 | 1₹8.7 LAccepted-AOC LID EW SECTION AREEKODE | 1 | Accepted-AOC low | |
| 2 | 2₹9.5 L+₹79,386.94 (9.15%)Rejected-Finance | 2 | Rejected-Finance high | |
| 3 | Rejected-Technical NO DETAILS FOUND | - | Rejected-Technical BOARD RESOLUTION | |
| 4 | Rejected-Technical | - | Rejected-Technical BOARD RESOLUTION | |
| 5 | Rejected-Technical | - | Rejected-Technical BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | AZHAR T L2 | Shamsudheen K L5 | FASIL K.P. L4 | VIMAL RAJU L3 | SUHAIB V. P. L8 | MUJEEB RAHMAN L6 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L1 | MOHAMMED SHIBIL PM L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 121.38 | cum | 14.81 ₹1,797.64 | 10.74 ₹1,303.62 | 10.68 ₹1,296.34 | 10.35 ₹1,256.28 | 11.3 ₹1,371.59 | 10.91 ₹1,324.26 | 9.48 ₹1,150.68 Lowest | 11.24 ₹1,364.31 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 21 | cum | 65.78 ₹1,381.38 | 47.69 ₹1,001.49 | 47.43 ₹996.03 | 45.98 ₹965.58 | 50.2 ₹1,054.2 | 48.45 ₹1,017.45 | 42.1 ₹884.1 Lowest | 49.93 ₹1,048.53 |
| 1.00 | OD183002/2025-2026:Filling with Quarry muck low laying and water logged area with local material/quarymuck spreading layrers leveling etc complete improving the CBR value of subgrade | 5.1 | cum | 944.28 ₹4,815.83 | 684.6 ₹3,491.46 | 680.83 ₹3,472.23 | 660.05 ₹3,366.26 | 720.67 ₹3,675.42 | 695.46 ₹3,546.85 | 604.34 ₹3,082.13 Lowest | 716.71 ₹3,655.22 |
| 1.00 | 4.1.A.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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 85 | cum | 2,000 ₹1,70,000 | 2,230.85 ₹1,89,622.25 | 2,218.55 ₹1,88,576.75 | 2,150.85 ₹1,82,822.25 | 2,348.4 ₹1,99,614 | 2,266.24 ₹1,92,630.4 | 1,969.31 ₹1,67,391.35 Lowest | 2,335.47 ₹1,98,514.95 |
| 1.00 | OD183156/2025-2026:Modified 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) | 127.5 | cum | 5,960 ₹7,59,900 | 6,123.8 ₹7,80,784.5 | 6,090.01 ₹7,76,476.28 | 5,904.19 ₹7,52,784.23 | 6,446.46 ₹8,21,923.65 | 6,220.94 ₹7,93,169.85 | 5,405.84 ₹6,89,244.6 Lowest | 6,410.98 ₹8,17,399.95 |
| 1.01 | 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. | 15 | cum | 600.92 ₹9,013.8 | 435.67 ₹6,535.05 | 433.26 ₹6,498.9 | 420.04 ₹6,300.6 | 458.61 ₹6,879.15 | 442.58 ₹6,638.7 | 384.59 ₹5,768.85 Lowest | 456.1 ₹6,841.5 |
Tender Value
₹13.6 L
EMD Value
₹33,888
Closing Date
19 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LIDEW EDAVANNA GP
AE LIDEW EDAVANNA GP
Annual Plan-2025-26 0f Edavanna GP, Pro.No-188/25 Mathilumkandi Vattakkunnu SC Road Construction-in ward 1-General Civil Work
2025_LSGD_782332_16
T1AE/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹33,888
13 Nov 2025
7 Aug 2025
21 Aug 2025
7 Aug 2025
19 Aug 2025
7 Aug 2025
Amount
Road concrete
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD183002/2025-2026:Filling with Quarry muck low laying and water logged area with local material/quarymuck spreading layrers leveling etc complete improving the CBR value of subgrade
4.1.A.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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD183156/2025-2026:Modified 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.
AZHAR T (BID ID -2295665)
VIMAL RAJU (BID ID -2294587)
FASIL K.P. (BID ID -2295132)
Shamsudheen K (BID ID -2289003)
MUJEEB RAHMAN (BID ID -2294381)
MOHAMMED SHIBIL PM (BID ID -2294809)
SUHAIB V. P. (BID ID -2295160)
Bidder Name
FASIL K.P.
SUHAIB V. P.
MOHAMMED SHIBIL PM
AZHAR T
MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI
MUJEEB RAHMAN
Shamsudheen K
VIMAL RAJU
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