Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹10.1 LAccepted-AOC | LI | Accepted-AOC LI LOWEST | |
| 2 | LII₹10.2 LRejected-AOC | LII | Rejected-AOC LII LOWEST |
| Sl No | Description | Qty | Unit | govind L2 | Athul Sanjai L1 |
|---|---|---|---|---|---|
| 1.00PROVIDING CONCRETE ROAD | |||||
| 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. | 76.5 | cum | 2,450 ₹1,87,425 Lowest | 2,450 ₹1,87,425 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 | 38.25 | cum | 2,900 ₹1,10,925 | 2,720 ₹1,04,040 Lowest |
| 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) | 72.9 | cum | 9,560 ₹6,96,924 Lowest | 9,560 ₹6,96,924 Lowest |
| 1.00 | OD170082/2025-2026:(berm filling) 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 (WITHOUT POWER ROLLER) | 22.1 | cum | 1,200 ₹26,520 | 1,000 ₹22,100 Lowest |
Tender Value
₹10.5 L
EMD Value
₹26,140
Closing Date
30 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
CHERTHALA MUNICIPALITY
217/26
2025_LSGD_789499_6
5/AE/CMC/ITR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
CHERTHALA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹26,140
20 Sept 2025
23 Aug 2025
1 Sept 2025
23 Aug 2025
30 Aug 2025
23 Aug 2025
Amount
PROVIDING CONCRETE ROAD
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.
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)
OD170082/2025-2026:(berm filling) 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 (WITHOUT POWER ROLLER)
govind (BID ID -2317206)
Bidder Name
govind
Athul Sanjai
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1301595.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .