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| Sl No | Description | Qty | Unit | RITHU M.V L1 | SHAJU C K L2 |
|---|---|---|---|---|---|
| 1.00detailed estimate | |||||
| 1.00 | 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. | 10.37 | cum | 63.03 ₹653.81 Lowest | 100 ₹1,037.3 |
| 1.00 | 4.1.A.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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 10.37 | cum | 3,077 ₹31,917.72 Lowest | 4,000 ₹41,492 |
| 1.00 | 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) | 15.56 | cum | 8,784.48 ₹1,36,686.51 Lowest | 9,000 ₹1,40,040 |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
18 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINNER LID AND EW KAKKODI 673611
2025-26 KIZHAKKEDATH V A N I Y A T H O O R R O A D W A R D 1 6
2026_LSGD_849646_5
01/2026/AE/LSGD/KKD
Open Tender
Civil Works - Buildings
Item Rate
KAKKODI
Please refer Tender documents.
14 documents required · 14 mandatory
₹555
Yes
₹4,231
Yes
29 Jun 2026
11 May 2026
20 May 2026
11 May 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1detailed estimate | |||||
| 1.001 | 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 | cum | - | - |
| 1.002 | 4.1.A.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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
stage.html
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tech_eval.pdf
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finance_1436182.pdf
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Tendernotice_1.pdf
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SBDKIZKAT.pdf
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FORMOFTENDER.pdf
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