Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.1 L+₹3,068.96 (1.45%)Accepted-AOC | L2 | Accepted-AOC L2 |
Tender Value
₹2.2 L
EMD Value
₹5,507
Closing Date
14 Apr 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LSGD KINANOOR KARINTHALAM GP
Kinanoor Karindalam GP Proj No 50 /2024-25 - Kumbalapply Transformer Raod Improvement.
2025_LSGD_756676_1
AE/LSGD/KKGP/2/TN/24-25/PRO. NO.350
Open Tender
Civil Works - Roads
Item Rate
KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,507
Yes
29 Jul 2025
1 Apr 2025
16 Apr 2025
1 Apr 2025
14 Apr 2025
1 Apr 2025
Amount
ROAD IMPROVAMENT
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
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
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: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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
BABU M JOSEPH (BID ID -2196231)
Bidder Name
BABU M JOSEPH
SHYNE DAS P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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 .