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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | ₹1.7 L | 1 | Accepted-AOC LOWEST |
| 2 | 2₹1.7 LRejected-Finance LID EW SECTION AREEKODE | ₹1.7 L | 2 | Rejected-Finance HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | RASHID KK L5 | AZHAR T L4 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L2 | SOORAJ P.T. L8 | VIMAL RAJU L7 | K.T. ABDUL SALAM L6 | ANVER MUNEER P L1 | MUJEEB RAHMAN L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 23.93 | cum | 10.83 ₹259.17 | 14 ₹335.03 | 10.15 ₹242.90 | 12.16 ₹291 | 11.31 ₹270.66 | 11.23 ₹268.75 | 10.12 ₹242.18 | 10.52 ₹251.75 |
| 1.00 | OD373830/2025-2026:(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 | 15.95 | cum | 2,218.51 ₹35,394.11 | 2,900 ₹46,266.60 | 2,084.37 ₹33,254.04 | 2,491.96 ₹39,756.73 | 2,318.3 ₹36,986.16 | 2,300.45 ₹36,701.38 | 2,078.91 ₹33,166.93 | 2,154.78 ₹34,377.36 |
| 1.00 | OD373829/2025-2026: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) | 23.93 | cum | 6,174.48 ₹1.5 L | 5,600 ₹1.3 L | 5,801.23 ₹1.4 L | 6,935.52 ₹1.7 L | 6,452.2 ₹1.5 L | 6,402.54 ₹1.5 L | 5,786.03 ₹1.4 L | 5,997.1 ₹1.4 L |
| 1.00 | OD517107/2025-2026:Providing and fixing 18 mm thick gang saw cut granite mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand)/gum/paste, joints treated with
white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,
moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | 1 | each | 2,137.23 ₹2,137.23 | 1,500 ₹1,500 | 2,034.99 ₹2,034.99 | 2,400.66 ₹2,400.66 | 2,233.36 ₹2,233.36 | 2,216.17 ₹2,216.17 | 2,029.66 ₹2,029.66 | 2,075.83 ₹2,075.83 |
Tender Value
₹2.5 L
EMD Value
₹6,346
Closing Date
17 Mar 2026, 3:00 pmClosed
AE LIDEW EDAVANNA GP
LSGD SECTION EDAVANNA GP
Annual Plan-2025-26 of Edavanna GP , Project no517/26 Karimb Pulliyilkkunnu Pathway Concrete-in ward 03-General Civil Work
2026_LSGD_843519_5
TN7/25-26
Open Tender
Civil Works - Roads
EDAVANNA
Please refer Tender documents.
4 documents required · 4 mandatory
₹560
₹6,346
9 Jun 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
17 Mar 2026
6 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.
OD373830/2025-2026:(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
OD373829/2025-2026: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)
OD517107/2025-2026:Providing and fixing 18 mm thick gang saw cut granite mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand)/gum/paste, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
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