Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC 2003 SUB TREASURY NILESWAR | L1 | Accepted-AOC Agreenment executed |
Tender Value
₹5.3 L
EMD Value
₹9,000
Closing Date
13 Oct 2021, 6:00 pmClosed
Assistant Engineer
LID AND EW Section Koyilandy Municipality Koyilandy P O Kozhikkode- 673305
Road improvement works
2021_LSGD_441587_2
03/AE/LSGD/KM/TENDER/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Koyilandy
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,420
Yes
₹9,000
Yes
22 Jan 2022
6 Oct 2021
16 Oct 2021
6 Oct 2021
13 Oct 2021
6 Oct 2021
Amount
od1414056/2021_2022 : Preparation of Foundation for Embankment<br><br>Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> <br>Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
od1409495/2021_2022 : Granular sub-base/base/surface course with local materials(DEPT.SUPPLY) (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 - OBTAINED FROM SCARIFICATION
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.
6.7.1 : Interlocking Concrete Block Pavement <br> Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Bidder Name
BABU K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_631847.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 .