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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC | ₹18.3 L | L1 | Accepted-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 2 | L2₹18.7 LRejected-AOC NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | ₹18.7 L | L2 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 3 | L3₹19.2 LRejected-AOC | ₹19.2 L | L3 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 4 | L4₹20.1 LRejected-AOC | ₹20.1 L | L4 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| 5 | L5₹20.8 LRejected-AOC | ₹20.8 L | L5 | Rejected-AOC The work is awarded to the lowest quoted bidder with all documents in order. |
| Sl No | Description | Qty | Unit | SABU CHACKO MALIYIL L4 | AJEESH SREEDHARAN L6 | V P CONSTRUCTION L2 | JAMSHAD NASEERI P.K L3 | BIJU M L5 | SREEKANTH P S L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.001 Roads | |||||||||
| 1.01 | 8.3.2.A
Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a
lead upto 20 m as per Technical Specification Clause 1603.1 | 419.4 | cum | 180 ₹75,492 | 160 ₹67,104 | 65 ₹27,261 | 180 ₹75,492 | 160 ₹67,104 | 180 ₹75,492 |
| 1.02 | 3.15.2
Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of
Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,093.8 | cum | 60 ₹65,628 | 60 ₹65,628 | 35 ₹38,283 | 65 ₹71,097 | 50 ₹54,690 | 48 ₹52,502.40 |
| 1.03 | 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 | 201.88 | cum | 1,180 ₹2.4 L | 1,010 ₹2.0 L | 1,078 ₹2.2 L | 1,000 ₹2.0 L | 1,000 ₹2.0 L | 1,000 ₹2.0 L |
| 1.04 | 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) | 516.9 | cum | 3,145 ₹16.3 L | 3,410 ₹17.6 L | 3,070 ₹15.9 L | 3,025 ₹15.6 L | 3,400 ₹17.6 L | 2,900 ₹15.0 L |
| 1.05 | OD2019/2024-2025
Supplying and fixing granite name board | 1 | each | 1,500 ₹1,500 | 2,000 ₹2,000 | 1,500 ₹1,500 | 3,000 ₹3,000 | 2,000 ₹2,000 | 3,000 ₹3,000 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 4:00 pmClosed
Executive Secretary District Nirmithi Kendra Idukk
Executive Secretary District Nirmithi Kendra Idukki Phone 9447184231 9495932252 Landline 04862 PIN 685603
TRDM PROJECT SINKUKANDOM 301 COLONY MAIN ROAD CONCRETING General Civil Work
2026_DNI_837083_1
DNKI/ET04/2026
Open Tender
Civil Works - Roads
Sinkukandom 301 Colony
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,106
Yes
₹50,000
12 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
1 Roads
8.3.2.A Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
3.15.2 Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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)
OD2019/2024-2025 Supplying and fixing granite name board
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