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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹3.2 LAccepted-AOC | LI | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical KERALA KL | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | ABDUL GAFOOR K L4 | KISHOR P E L2 | SUNEERA L5 | RASAL SALEEM L1 | ASRAF A L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00UNNATHI NAVEEKARANAM | ||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.08 | cum | 337.1 ₹2,049.57 | 100 ₹608 Lowest | 336 ₹2,042.88 | 308.1 ₹1,873.25 | 333.2 ₹2,025.86 |
| 1.00 | OD504924/2025-2026:Dry Rubble Masonry-Dry Rubble Without Concrete Levelling Coarse Masonry With Good quality Blasted Rubble Including Packing to Compactness to Lines and Levels ,Cost ,Conveyance of All Materials, Labour Charges etc Complete as per Directions.. | 26.15 | cum | 3,176.1 ₹83,055.02 | 3,500 ₹91,525 | 3,165 ₹82,764.75 | 2,903.2 ₹75,918.68 Lowest | 3,139.4 ₹82,095.31 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.78 | cum | 7,266.8 ₹12,934.9 | 7,000 ₹12,460 | 7,252 ₹12,908.56 | 6,642.6 ₹11,823.83 Lowest | 7,182.9 ₹12,785.56 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 180 | sqm | 38.9 ₹7,002 | 100 ₹18,000 | 36 ₹6,480 | 35.6 ₹6,408 Lowest | 38.5 ₹6,930 |
| 1.00 | OD504927/2025-2026:(Modified Spec: of 4.11.2, Without Wheel Roller) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 18 | cum | 1,828.6 ₹32,914.8 | 2,200 ₹39,600 | 1,920 ₹34,560 | 1,671.5 ₹30,087 Lowest | 1,807.4 ₹32,533.2 |
| 1.01 | 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) | 28.8 | cum | 7,301.3 ₹2,10,277.44 | 6,100 ₹1,75,680 Lowest | 7,290 ₹2,09,952 | 6,674.1 ₹1,92,214.08 | 7,217 ₹2,07,849.6 |
| 1.01 | OD504928/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | 1 | each | 3,691.3 ₹3,691.3 | 2,000 ₹2,000 Lowest | 3,250 ₹3,250 | 3,374.2 ₹3,374.2 | 3,648.7 ₹3,648.7 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
7 Mar 2026, 6:00 pmClosed
AE Kgm Blk
AE Kgm Blk
Kgm Blk 251/26 Palakkunnu SC Unnathi Naveekaranam
2026_LSGD_841953_4
AE/Tender/Mar(1)/2026
Open Tender
Civil Works - Others
Item Rate
Karassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
16 Jun 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
UNNATHI NAVEEKARANAM
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD504924/2025-2026:Dry Rubble Masonry-Dry Rubble Without Concrete Levelling Coarse Masonry With Good quality Blasted Rubble Including Packing to Compactness to Lines and Levels ,Cost ,Conveyance of All Materials, Labour Charges etc Complete as per Directions..
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD504927/2025-2026:(Modified Spec: of 4.11.2, Without Wheel Roller) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and manually compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
OD504928/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete
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