Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC PINARAYI P O THALASSERY KANNUR PIN 670741 | THALASSERY | KANNUR | KERALA | 670741 | 1 | Accepted-AOC aoc | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD L1 | Prasool P L2 |
|---|---|---|---|---|---|
| 1.00Side protection work | |||||
| 1.00 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 31 | cum | - | - |
| 1.00 | od268639/2017_2018 : Random Rubble Dry Stone Masonry (2017-18) | 133.45 | cum | - | - |
| 1.00 | od268651/2017_2018 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 | 12.82 | cum | - | - |
| 1.00 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.51 | tonne | - | - |
| 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 | 93.15 | cum | - | - |
| 1.01 | 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. | 99.68 | cum | - | - |
| 2.00Culvert construction | |||||
| 2.00 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.32 | cum | - | - |
| 2.00 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | 3.12 | cum | - | - |
Tender Value
₹9 L
EMD Value
₹22,500
Closing Date
1 Mar 2018, 3:00 pmClosed
Assistant Engineer, LSGD, Peralassery Section
O/o Assistant Engineer, LSGD, Peralassery Sectiion, Peralassery Gramapanchayath, Mundalur (PO), Kannur District
KEEZHARA KINAR KEZHAKKE NORTH VAYANASHALA SIDE PROTECTION WORK
2018_LSGD_189867_1
AE/LSGD/PSY/ET-3/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Peralassery GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,020
Yes
Executive Engineer, LSGD Division, Kannur
₹22,500
Yes
8 Jun 2026
15 Feb 2018
5 Mar 2018
15 Feb 2018
1 Mar 2018
15 Feb 2018
stage.html
html • 0.03 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 • 0.03 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 .