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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.9 L+₹5,890.50 (1.00%)Rejected-AOC PALAKKAD | KERALA | 678001 | ₹5.9 L+₹5,890.50 (1.00%) | L2 | Rejected-AOC L2 |
| 3 | L3₹6.0 L+₹10,009.95 (1.70%)Rejected-AOC | ₹6.0 L+₹10,009.95 (1.70%) | L3 | Rejected-AOC L3 |
| 4 | L4₹6.0 L+₹13,496.06 (2.29%)Rejected-AOC | ₹6.0 L+₹13,496.06 (2.29%) | L4 | Rejected-AOC L4 |
| 5 | L5₹6.1 L+₹16,818.04 (2.86%)Rejected-AOC | ₹6.1 L+₹16,818.04 (2.86%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | praveenkumar L7 | P S Sunilkumar L3 | MEERA G R L4 | BIJO KURIAKOSE L2 | SASIKUMAR K K L5 | Dayanandababu L6 | Ar C Designs and Construction L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00TILING | ||||||||||
| 1.002.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 219 | sqm | 16 ₹3,504 | 10.36 ₹2,268.84 Lowest | 14.93 ₹3,269.67 | 17 ₹3,723 | 15.02 ₹3,289.38 | 10.46 ₹2,290.74 | 15 ₹3,285 |
| 1.00 | OD508252/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | 27.6 | cum | 1,280 ₹35,328 | 1,221.01 ₹33,699.88 | 1,222 ₹33,727.2 | 1,150 ₹31,740 | 1,228.82 ₹33,915.43 | 1,238.06 ₹34,170.46 | 1,100 ₹30,360 Lowest |
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 41.62 | cum | 3,210 ₹1,33,616.25 | 3,150.24 ₹1,31,128.74 | 3,163.81 ₹1,31,693.59 | 3,000 ₹1,24,875 Lowest | 3,181.45 ₹1,32,427.86 | 3,201.11 ₹1,33,246.2 | 3,100 ₹1,29,037.5 |
| 1.00 | OD508154/2025-2026: Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1) | 387 | sqm | 1,065 ₹4,12,155 | 1,046.4 ₹4,04,956.8 | 1,051 ₹4,06,737 | 1,050 ₹4,06,350 | 1,056.77 ₹4,08,969.99 | 1,063.3 ₹4,11,497.1 | 1,028 ₹3,97,836 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.05 | cum | 9,170 ₹27,986.84 | 8,534.47 ₹26,047.2 Lowest | 8,571.22 ₹26,159.36 | 9,000 ₹27,468 | 8,618.99 ₹26,305.16 | 8,672.27 ₹26,467.77 | 9,000 ₹27,468 |
Tender Value
₹6.4 L
EMD Value
₹16,124
Closing Date
13 Mar 2026, 6:00 pmClosed
Assistant Engineer
LSGD Section Kuthiathode
Road tiling
2026_LSGD_843745_2
03/AE/LIDEW/KTD/2526
Open Tender
Civil Works - Roads
Item Rate
180 days
Ward 10
Refer tender documents
7 documents required · 7 mandatory
₹1,425
Yes
₹16,124
Yes
29 Jul 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILING | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.003 | OD508252/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | - | cum | - | - |
| 1.004 | 4.1.A.3: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> (iii) For Grading III Material | - | cum | - | - |
| 1.005 | OD508154/2025-2026: Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504( BASED ON 6.7.1) | - | sqm | - | - |
| 1.006 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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