Loading
Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹4,092.66 (1.44%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Aravind L1 | praveenkumar L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | OD472800/2025-2026:CHERTHALA TALUK- 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 (WITH POWER ROLLER) | 104.94 | cum | 1,311 ₹1,37,576.34 Lowest | 1,350 ₹1,41,669 |
| 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. | 31.8 | cum | 2,484 ₹78,991.2 Lowest | 2,484 ₹78,991.2 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.04 | cum | 941 ₹2,860.64 Lowest | 941 ₹2,860.64 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 9.04 | cum | 6,847 ₹61,896.88 Lowest | 6,847 ₹61,896.88 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.3 | cum | 9,183 ₹2,754.9 Lowest | 9,183 ₹2,754.9 Lowest |
Tender Value
₹2.8 L
EMD Value
₹7,104
Closing Date
4 Mar 2026, 10:00 amClosed
Assistant Engineer,LID AND EW Section Thuravoor Gr
Assistant Engineer,LID AND EW Section Thuravoor Gramapanchayat
Annual Plan-Project No -259-25-26 Maintenance of SNDP Nethaji road ward 12 of Thuravur GP
2026_LSGD_839304_7
10/TENDER/AE/LIDEW/TVR/25-26
Open Tender
Civil Works - Roads
Item Rate
Thuravoor Gramapanchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹630
Yes
₹7,104
Yes
17 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
Maintenance
OD472800/2025-2026:CHERTHALA TALUK- 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 (WITH POWER ROLLER)
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.
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Tendernotice_1.pdf
PDF • 0.28 MB
BOQ_1416092.xls
BOQ • 0.30 MB
SBD259.pdf
Tender Documents • 1.65 MB
EPAY.pdf
Tender Documents • 0.23 MB
AFF.pdf
Tender Documents • 0.24 MB
IP.pdf
Tender Documents • 0.23 MB
PAG.pdf
Tender Documents • 0.26 MB
FOT.pdf
Tender Documents • 0.25 MB
single.pdf
PDF • 0.17 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 .