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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.6 LAccepted-Finance | ₹18.6 L | 1 | Accepted-Finance Perused and found
satisfactory. |
| 2 | 2₹18.8 LAccepted-Finance | ₹18.8 L | 2 | Accepted-Finance Perused and found
satisfactory. |
| Sl No | Description | Qty | Unit | ELDHOSE THOMAS L1 | Kuriachan John L2 |
|---|---|---|---|---|---|
| 3.00ROAD DEVELOPMENT | |||||
| 3.01 | 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 | 421.2 | cum | 180 ₹75,816 | 185 ₹77,922 |
| 3.02 | 3.15.2
Compacting Original Ground (ii) Compacting original ground supporting subgrade
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. | 540 | cum | 58 ₹31,320 | 60 ₹32,400 |
| 3.03 | 6.1.A.3
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. (iii)
For Grading III Material | 180 | cum | 250 ₹45,000 | 255 ₹45,900 |
| 3.04 | 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) | 691.2 | cum | 2,470 ₹17.1 L | 2,500 ₹17.3 L |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 5:00 pmClosed
Executive Secretary District Nirmithi Kendra Idukk
Executive Secretary District Nirmithi Kendra Idukki Revenue Divisional Office Campus Kuyilimala PIN 685603 Phone 9447184231 9495932252 Landline 04862 232231
Providing labour supply including machinery and basic tools required for road development works within SC Department sites including site clearing earthwork operations engaging power rollers placement and execution of cement concrete works Supply o
2026_DNI_837644_1
DNKI/ET18/2026
Open Tender
Civil Works - Roads
PAZHATHOTTAM NAGAR IN VATTAVADA GP DEVIKULAM LAC
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,203
Yes
₹50,000
Yes
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
ROAD DEVELOPMENT
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 (ii) Compacting original ground supporting subgrade 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.
6.1.A.3 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. (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)
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