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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC | ₹7.0 L | 1 | Accepted-AOC agremeent execuuted |
| 2 | 2₹7.4 LRejected-AOC | ₹7.4 L | 2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | T V UNNIKRISHNAN L2 | SELVARAJ A L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 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. | 150.76 | cum | 58.9 ₹8,880.06 | 56.22 ₹8,476.01 |
| 1.00 | 4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 50.26 | cum | 2,133.52 ₹1.1 L | 2,036.78 ₹1.0 L |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 75.38 | cum | 8,201.2 ₹6.2 L | 7,829.35 ₹5.9 L |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 6 | cum | 568.17 ₹3,409.02 | 542.41 ₹3,254.46 |
Tender Value
₹8.0 L
EMD Value
₹20,054
Closing Date
3 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW Thaliparamba Municipality
PRO 576 EMS STREET NO 3 BY ROAD CONSTRUCTION
2026_LSGD_839751_35
E1/TPBA/11/25-26
Open Tender
Civil Works - Roads
THALIPARAMABA MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,770
Yes
₹20,054
Yes
21 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
ROAD CONCRETING
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.
4.11.2: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
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