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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 LAccepted-AOC | ₹1.8 L | 1 | Accepted-AOC LOWEST |
| 2 | 2₹1.8 LRejected-Finance | ₹1.8 L | 2 | Rejected-Finance HIGH |
| 3 | Rejected-Technical LID EW SECTION AREEKODE | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical 673639 | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | RANS CONSTRUCTION L6 | RASHID KK L5 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L3 | ANVER MUNEER P L2 | UZHUNNAN L1 | VIMAL RAJU L4 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 24.75 | cum | 15 ₹371.25 | 10.53 ₹260.62 | 9.95 ₹246.26 | 9.89 ₹244.78 | 9.88 ₹244.53 | 10.32 ₹255.42 |
| 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 | 16.5 | cum | 2,500 ₹41,250 | 2,187.78 ₹36,098.37 | 2,082.21 ₹34,356.47 | 2,054.54 ₹33,899.91 | 2,052.39 ₹33,864.44 | 2,144.08 ₹35,377.32 |
| 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) | 24.75 | cum | 6,500 ₹1,60,875 | 6,245.77 ₹1,54,582.81 | 5,944.46 ₹1,47,125.39 | 5,865.4 ₹1,45,168.65 | 5,859.25 ₹1,45,016.44 | 6,121.03 ₹1,51,495.49 |
Tender Value
₹2.7 L
EMD Value
₹6,714
Closing Date
25 Mar 2026, 3:00 pmClosed
AE LID AND EW EDAVANNA GBP
EDAVANNA GP
GENERAL-2025-26-Edavanna GP-Project No 466/26 Pothuvetti Kurikkalppadi Footpath Construction -in Ward 11-General Civil Work
2026_LSGD_847255_1
T11/25-26
Open Tender
Civil Works - Roads
EDAVANNA
Please refer Tender documents.
4 documents required · 4 mandatory
₹595
Yes
₹6,714
Yes
20 Jun 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
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)
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